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WPO201400002 Plan - Approved 2014-01-15
I G F -E 1z C B A Q � C4 i r M s O C N r t� C e � 0 1 1 2 2 .�7 4 5 R 7 0 AGNOR=HURT ELEMENTARY SCHOOL RENOVATIONS AND ADDITIONS MAJOR SITE PLAN AMENDMENT COUNTY OF ALBEMARLE, VIRGINIA E Sheet Index Sheet Number Sheet Title C0.0 COVER C0.1 OVERALL PLAN 01, _ .� I .' - - A C2.0 EXISTING CONDITIONS PLAN G2.1 DEME) PLAN C3.0 EROSION & SEDIMENT CONTROL NOTES & DETAILS C3.1 EROSION & SEDIMENT CONTROL PLAN- PHASE I C3.2 EROSION & SEDIMENT CONTROL PLAN- PHASE II C5.0 GRADING AND DRAINAGE PLAN C5.1 GRADING SPOT SHOTS C6.0 STORMWATER SUMMARY PLAN C6.1 SWM BMP PLAN C6.2 SWM DETAILS C6.3 STORMWATER PROFILES C6.4 DITCH & UTILITY PROFILES 6i.9 LANDSCAPE PLAN LANDSCAPE NOTES & DETAILS E402 IGTOMETRIG P6�N SITE P! TOTAL., 23 SHEETS TOTAL: 13 SHEETS . •• 0 0. 01, _ .� I .' - - A OFO - ef-SL! n*1V /Ow/-) 5�OAII /-/I-fr/v ?AAr-'x9tt( WPDZ-01�t DO (92- 10 7 I 8 I 9 I 10 "SHWGROUP ARCHITECTS I ENGINEERS I PLANNERS 609 EAST MARKET STREET SUITE 202 CHARLOTTESVILLE, VIRGINIA 22902 P 434.295.8200 F 434.295.8601 ©Ilev1 r,,AT TAI p G U CI:AI(i W. J. KOTAfZSKI J Lie. No. 0402043507 4Iz -) 1 I4 Zqr, F ARCHITECT NAME REGISTRATION # 1/13/2014 ALBEMARLE COUNTY PUBLIC SCHOOLS E ,.," "M1 eM, emrarI6 County Public Schools AGNOR HURT ELEMENTARY SCHOOL RENOVATIONS AND ADDITIONS 3201 Berkmar Drive, Charlottesville, VA 22901 Agnor -Hurt ES Addition - VDOE #2 -16 -00 -101 1 F1 #2014 - 05011 -41 D DRAWN: J. WILSON & J. SHOWALTER CHECKED: C. KOTARSKI SCALE: N/A 0 2012 SHW Group ISSUE: FINAL SITE PLAN 05/27/2014 _ REVISED PER COMMENTS 03/27/2014 REVISED PER COMMENTS 04/30/2014 REVISED PER ACSA COMMENTS 05/20/2014 REVISED PER VDOT COMMENTS 05/27/2014 C B A SHEET TITLE: COVER Como SHW Project: 3113.008.00 M qr- CD V e- 1 V. 1 2 3 4 5 6 7 8 9 10 r, / - - / / - -,-_ - - _____1 � � \ _. - __ "I \ I r r \ 1 Ii I 1 , i } , / i / i i I I J / J / / � - i ��_ r / i / r % I i 1 r _/ - -- - ` , \. - -.-, r r \ I I, - _,�. _ \ I I i I 11 / / / / / / / / /_ y / r / r r' / / / i i C ll r --' — r - r - •_ _ -_ - > _ .r r � 1 t - "_ -_ \ I I I I / / / / / � � �' /r '' f 1 i i \ %r rr _ -- // > >� -° --_ \I i 1 \ t I i i f/ / / / / / / // f / - - ---- r/ r/ /r ,./ // / / ) rr rr r'r� / >> \ - _ -- V \ \ I I I I / / / / // / / I J J /r rte' r/ / .-� / d/ / , 11 r - _ '- f ._ _, \ \ 1 { / i / i / / / Z_ __ -_ _ - r , r r / 1 / / �', �, rr -' I> - -'w-" - -' - I r� \ ) I ? l r / / / / / / / rr r rJ // / / / / r r ) I i / / / r r -..�/ f 11 r r / /I--/— - "--' - I \ / ' I I / / / J I ( ' / / - - -- -- ' r r / H., r r r ' r r / / / / � `" .,� o ` , -� __ - .- ._ -...._ _. __ __ - __ - --_ -_. _.,- ° "� - .` /) \ ! 1 ) / / / '' , // J J I ( - - ._ _. ___ -- -_ _ - _ ._ -- '_' ✓ / ,,/ .11 r r '" I/ / / K)- "'- H 11-1 '� i ' .� '� / ✓` ' � " l � ° -,. �.. / / \ \ \ !I I l it / / / / i i ` / / / // / / Ji �- w_ -` ._ - � - ~- - _ _ _ __ -.- _._. -'' r r, r % r J '' ' , / / 1 r o r // ` l - ' - - / \ 1 j / // / / / � _ - - - - _ r r / / Il 11 \ _ / ' ! \ y - - _ - - - - _ / \ v 1 I I \ \ \ } \\ `_. _ _- _ _ - _ _ - ____ ,_ - . - -- - - _/ / / / I it r r r / / / / r- -- . \ \ -. - / P ✓ / \ ,3 j \ \ \ \ ` - --` _ -` " - -_ -- - - -- -' / / I 1 / 1 i �, \, r �' r / ! \ \ \ \, �_ - \.` / ( __= _ I in Tea r nri. � M1 - ` r r ! ` - - - � - - - =='7' : - ,tea = - = -= — == -,--- - - - - - - -7 -- '- i\ `T - ` ! -.-_ _ \- - ,_ / c "' :sx'avoirrmnce aoro �� / rsry +aJ, R - - , _ I i ,-� t ✓ / - __ L �� `� N �✓c 7n9 _ �D 390 -_ .— - - a .- -.- \ --=- - ia. - ,,._. _ -tic , . --.__ /y t zz I I r p �{ ale — \' - ,_ .. y^� tV f — ^. 1. _ - ,Ai - --'_ -_- -.' .nor; ?: -- - -' _ _ _", -^ 0 i / -_._ _ 17I r�t / G-- - -- _. _� _ - -_ _ _ _._ _ _ ___ _ __ - _'__ - _ - - -- - — ---•' _- __ , - �W =- _ - _- -- - - _ +, _ - '�- __ __ - _ _ _1_____ _._ -__ - _ __ - � _ _ _ = � ; ° =ice .,' � _ '. r ` r -- - -- = 15 °56'2 �a _ if` N/ 1V �- �_. �� .. -ice =mac ' \ - -- �w_� =~ = __ _ _ d� s -- r �,__ ._..____ --, - � 9 ! 6.71 ` / / \ 12 I - r-_ _ _ __ - -. ,_,_,- ---�.. _- -- _ -_ _ --- �r - - _ tP -_ 1 -- r 3 r _g 276© / C 9 c� \ c ` } ^- - .:_ - .-'=-� µ � $ JL 1 f __ _ _ __ ^ . - o r `\ — - 2__ -.. - - r_. __ -- -'- I I r _ - _... — _--_- - _ _. -. �`;', _•--- -,'"",.�" - '�.�i Y_y -� -- J -.� = _- '- ,..•7-- " ""_,.+� --� , `-`- �.= - --,. �-F Li'- ` __ __ . ��_ _- � _ - _,_ .. _. ,- \ \, r / % \ -�, i ` -7_.`- = `' ✓.. __ _ _ - _ - \ _ - lNt. 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No. 0402448507 tSsONA � ��'� ARCHITECT NAME REGISTRATION # 1113/2014 ALBEMARLE COUNTY PUBLIC SCHOOLS AGNOR HURT ELEMENTARY SCHOOL RENOVATIONS AND ADDITIONS 3201 Berkmar Drive, Charlottesville, VA 22901 Agnor -Hurt ES Addition - VDOE #2.18 -00 -101 IFB #2014 - 05011.41 D DRAWN: J. WILSON & J. SHIDWALTER CHECKED: C. KOTARSKI SCALE: 1" = 50' ®2012 SHW Group ISSUE: FINAL SITE PLAN 05/27/2014 REVISED PER COMMENTS 03/27/2014 REVISED PER COMMENTS 04/30/2014 REVISED PER ACSA COMMENTS 05/20/2014 REVISED PER VDOT COMMENTS 05/2712014 C B SHEET TITLE: OVER-ALL I'I_AIV A I coal sHw Project: 3113.008 .00 1 2 3 4 7 1 8 1 9 10 195,-t To F T1jVV------W—;T -- - --- - -------- -7- IN7 R VOIR RIDGS ROAD BENCH RK--- w - ------------------- CP PK NAIL N 3920697.44 w 7, IR 3 —w ff, 659 --E-1 4W1b 8-.-3- INV OUT=597.77 ---------------------- 0" (F Y g7-A7-IF RT� ELEV 599.62 ----------- IV ROAD If , --- _y Z7- VV ODBUR INY, N=5.9892' wo or 5' w -t&,, r( 7 N18�4'37"E 722-1 0407 H N16-26 6"E H 171.903' IV24 `4,�; �-� - - - - - - - - - - ---- �- 87.54 7 �5'1' E N 15 05623 116. 1 V 28,7' SHWGROUP 69-84' MON (F) 2.4' ARCHITECT111 1111110INNER8 PLANNERS —N 609 EAST MARKET STREET SUITE 202 C> CHARLOTTESVILLE, VIRGINIA 22902 -7- �7 P 434.295.8200 F 434.295.8601 7- .7 �6 -7 w - , - - �- �- 7 oe 2 V ZC 71� GA TE v / V TA --5,95— 3SILgr, �ORA VEL A CCE, LT11 v, v '\7 L �41HEEI CEMETERY STOP v- GO TF (TYPJ- Lie. No. 0402048507 -IT DIS'FA NGiq� Et .-KOTARSK,15� PVWT. N< G --696L- 5/ A. 7/14 130 (PLAT) 4' G Y11 A0`- 4'CLF T �7;,- --,20-MFA MRL ONE ESd�� - - - - -- - - - - - - - --Da,1356, PG.-20-1 ROI 4'CLF & GL A J( WAI SOCCER FIE' D ZoNil SINGLE TAX ARCHITECT NAME -,RE CUP REGISTRATION # 1113/2014 4"x4" TIMBER F F 67x m I 11VIBER _IROG, S VA L VE, lei PLAYAREA V -IFPUIPMENT PA VE D PLA ARE -ff -OURTS) 10'CLF (BACK-STOP) 4'CLF -77/ ALB OUNTY VAL VE IRRIG. EMARLE C SCHOOLS PUBLIC 777; 3" k4 -7 7- �7 BALL-FIELD .3" MAP INFIELD 6'CLF v-S7;60P & /r 4� -4- 7: E E R4 ra, x MOBII CLASSROOM �2,5 44:t) L.4NE ESMT. 2 AIIA GN OL 1A 1,, A4Ap 907 /A�V CV7 A 84 SHRUBS (2) T INV OU =555 7 Ix 5 1 A \K IETAL L UNIC W-- 18" RCP Schools --7 vv-- PLAYARL:A 6t�cl IN 111\1 w AGNOR HURT EVL CARRIAG W1 EQUIPMENT PLASTI CONC. S C 0 CFR DB. 2,3( -R RE TA. INE f ELEMENTARY SCHOOL ZONED: R 1,1 7C PLA)IZIRREA - - - X D�7\ic MUL 7-1-.FAIMII L FFE=567.15' WIEOUIPMENT TAX MAP, RENOVATIONS AND FFE=56 7.16' CURRENT U ADDITIONS PLA YA EQUIPMOVT 3201 Berkmar Drive -95A ,D VL T 5'GRA 7 L TAX MAP PARCEL 45 T 45\ Charlottesville, VA 22901 COUNTY SCHOOL BOARD OF 61. 1 101, PVC ALBEMARLE COUNTY I \INV 0 T=56',,51'12"RCP PLAST4C GRAVEL AREA Agnor-Hurt ES AddItIon - VDOE #2-16-00-101 FFE=567,20' -0011-41 DB. 1128, PG. 650 P\4 VE-D 12 K/O, OD IFB #2014 1RETAINE & BENCHES,- ZONED: R6 RESIDEAITIAL D I ) P D CO I A REA ROH DRAWN: J. WILSON & J. SHOWALTER (19.535AC.) PLAY AREA WIEQUIPMENT ADDRESS:3201 BERKMAR DRIVE DIP W4 TER L INE CHECKED: C.KOTARSKI PZ ASTIC lot MIA TER VA UL T SCALE: 30' (CONC. PAD) 47A/N�R A, 0 2012 SHW Group 61" x 2r'JM,4,P FFE=567.14' FFE=567.17' r-FE=.567.18' PEAR NDff,;,4.Pk LA 6 5, 0 4"JMAP 2" JMAP '90.012, ISSUE: FINAL SITE PLAN 05/27/2014 90.0i vv6QD DECK REVISED PER COMMENTS 03/27/2014 ELEMENTARY SCHOOL REVISED PER COMMENTS 04/30/2014 PA\VEDACCES 'FRA&�E REVISED PER AcsA COMMENTS omwou CONC, SMI 6' UG S�IE I STORY BUILDING \D FFE-567.17' CONG. �b INI ET 2.5' REVISED PER VDOT COMMENTS. 05/27/2014 ---U T - GATE IN=55a 10'12" RCT� 6148 'C _I�K R P 8�IED 6'CLF 4"PEAR GA TE L)J-- 4— FFE:= 2 JMA P 20 �A INE 8SM T. 2" PEAR CREPE 8" BRICK WALL 73.05' FrE= FFF-=567.18' MYRTLE W1 8'CHAIN-LINK 33.4 4 P VC (Dreinage) FENCE 568.63' INV IN=564. I V 91,42' INV OUT�563.95' Vb�D ROH APPROX. LOCATION C x Sw C CIL 15'VEPCO ESMT FFE=554.70' -R ON UTL-) L DB. 1203, PG. 609 CONC. (CENTE t F- .68' NA 12" OEC-�� DqA IV IL SW CANOPY j I IIVA �E\ESAAT. FLAGPOLE bB.\1A56,'\PC, �O —(CONG)- ,on plat FFE= OW17 567.98' WOOD NECK Sw FFE=567.19' M114EEL -PE FFE=567.15' CRE r-349' Top CONC MWR TL E �2`,DE I , I (TYP.) - 4"DEC 10"DEC 10"DEc C .151,70' STEP-- 6�50 CONC. CON M/-/S STEPS I Fri:-=564.72' C Nc, 10"DEC 4�HOLLY CC)I-VL�. C 22.17' TOP-565.86' J i 1 1.02' 73.06' 10/ bif--C DEC 8' O'l CONG. S IhON (Full of Water) C CURBS4 A 6 1 - - 7 1 1 1 60.43' EP JPP7FER T 8.02' Q6 8,06' PA6 RICK MIALL 43 LSA 48.24, 6" D 07 CANOPY 5PA CES 2WANDICAP SPACES V PARKING, B 7 CONC, 8 CNVC. 7 CONC. MHS ',TOP=,1563.95' 4",DOG -CONC. SW \6\54 S STEPS - TE: P, STEPS -55 '(Wet) 11.7 IWV. IN= BRICK WALL NV, IN=55759'(North) DE7�NTION, IM4 F 16)-�'ARKJNG SPACES T= INV. U 15A 0 RV PON &A7)E M114EEL 'IL i5'VEPCO7-%MT STOP INLETP.5'X 2.5'GRA hF (CENTER ON UTL.1 (TYP.)= JrOP-560 4' -99:-IRD3, PG, 609 c /NL MANAGEb CRITICAL SLOPES X . . .... .. ... Gi U UG 16 PARKING SPACES SHEET-TITLE -y 6 AP RKI)Vq SPACES CONDITIONS 17 PA EXISTING LL z L A APPROX. LOCATION DB. A 1203, PG. 609 Ir Lr -15'VEPCO ESMT .41'15"RCP A SCALE 1", 30' TYMACPARTNER C 13, LL OB.' 234 PG. 298, 0 x 30', 60' 4, ZONED: C1 COMMERCIAL TAX MAP PARCEL -45-91A OFFICE BUILDING CURRENTUSE, 17 kl—OIA04d U en;r' 0" INL SHW Project: MHD�C'U_R& ET 311100 0 2 3 4 6 6 7 10 1 2 1 3 1 4 5 6 7 8 9 10 EROSION AND SEDIMENT CONTROL NARRATIVE MINIMUM STANDARDS: TABLE 3.31 -B o INFO A PIPE OUTLET CONDITIOINS A PROJECT DESCRIPTION AN EROSION AND SEDIMENT CONTROL PROGRAM ADOPTED BY A DISTRICT OR LOCALITY MUST BE CONSISTENT WITH THE FOLLOWING CRITERIA, ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS pg� THIS PROJECT INCLUDES TWO BUILDING ADDITIONS TO AGNOR HURT ELEMENTARY SCHOOL, AN ADDITIONAL TECHNIQUES AND METHODS: "QUICK REFERENCE FOR ALL REGIONS" ENTRANCE AND BUS LOOP TO THE NORTHWEST, MODIFICATIONS TO EXISTING PARKING LOTS AND MS -1. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS Op0: no / ASSOCIATED SITE WORK. LIMITS OF CLEARING AND GRADING ARE 5.38 ACRES. REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS PLANTING DATES SPECIES RATE (LBS. /ACRE) THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE ADJACENT PROPERTY APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. SEPT. 1 - FEB. 15 50/50 MIX OF ;;: :: ;:' >A;';;,, 3do do , D BORROW AREA HAL BE STABILIZED OR PROTECTED WITH /r G MAD BOUNDARY. HE PROPERTY I BOUNDED BY MS -2. DURING CONSTRUCTION OF THE PROJECT SOIL STOCKPILES AN S SHALL S THESE IMPROVEMENTS ARE BEING E WITHIN THE PROPERTY Y T S ► ANNUAL RYEGRASS ';;�`;.:;..,.:,.;••..,... PERMANENT STABILIZATION °,,.::... >...,,..,, WOODBURN ROAD ON THE WEST, BERKMAR DRIVE ON THE EAST, WOODED RESIDENTIAL AND COMMERCIAL SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PE NT ABI LOLIUM MULTI- FLORUM °�:�����'���: ,; , • �.•; •.;:,:;,;:- ;•:- ;••;:;.• ::.,�.��:,;,;,•;;;;;� � _.. �� PIPE OUTLET TO FLATAR H AREAS TO THE NORTH AND SOUTH. OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. ( & ) 50 -100 WITH NO DEFINED CHANNEL H DENUDED AREA NOT OTHERWISE PERMANENTLY STABILIZED. V HWG ROU P PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON D 5 0 0 MS -3. A G E CEREAL (WINTER) RYE EXISTING SITE CONDITIONS PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT IS UNIFORM, MATURE (SECALE CEREALE) PLAN VIEW THE SITE IS CURRENTLY THE LOCATION OF AGNOR HURT ELEMENTARY SCHOOL, ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. ARCHITECTS I■ N O I N R i R a I PLANNERS MS -4. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE FEB. 16 - APR. 30 ANNUAL RYEGRASS 60 -100 PERSPECTIVE VIEW Le - 609 EAST MARKET STREET OFF -SITE AREAS CONSTRUCTED AS A FIRST STEP IN ANY LAND- DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND (LOLIUM MULTI- FLORUM) �^ SUITE 202 A NEW ENTRANCE ROAD WILL BE CONNECTED TO WOODBURN DRIVE AND WORK DONE IN THE RIGHT OF WAY DISTURBANCE TAKES PLACE. r?s `' -x,'" ' >' ����'��:'��_��!:��•'�:� ��s� a> CHARLOTTESVILLE, VIRGINIA 22902 WILL BE APPROVED BY VDOT. l 5. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATE AFTER MAY 1 - AUG. 31 GERMAN MILLET 50 INSTALLATION. (SETARIA ITALICA)` w 4� , y" d P 434.295.8200 CRITICAL EROSION AREAS MS-6. SEDIMENT TRAPS AND SEDIMENT BASINS SHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE _ I I F 434.295.8601 TS CRITICAL SLOPES HAVE BEEN INDICATED WITH HATCHES ON THE EXISTING CONDITIONS SHEET C2.0. SERVED BY THE TRAP OR BASIN. (ED .:r;° o .. ; SECTION A-A FILTER KEY IN 6 " -9 "; RECOMMENDED FOIR A. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA AND THE TRAP CLOTH ENTIRE PERIMETER EROSION AND SEDIMENT CONTROL MEASURES SHALL ONLY CONTROL DRAINAGE AREAS LESS THAN THREE ACRES. TEMPORARY SEEDING PLANT MATERIALS . = °��' UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL B. SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM DRAINAGE AREAS GREATER THAN OR EQUAL TO No Scale A PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND THREE ACRES SHALL BE CONTROLLED BY A SEDIMENT BASIN. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT BASIN SHALL BE 134 I WIR SPECIFICATIONS OF THE CURRENT ADDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL CUBIC YARDS PER ACRE OF DRAINAGE AREA. THE OUTFALL SYSTEM SHALL, AT A MINIMUM, MAINTAIN THE STRUCTURAL INTEGRITY OF TABLE 3.32 -D FABRIC LINE POST 3do (MIN.) HANDBOOK. THE MINIMUM STANDARDS OF THE VESCH SHALL BE ADHERED TO UNLESS OTHERWISE WAIVED THE BASIN DURING A 25 -YEAR STORM OF 24 -HOUR DURATION. RUNOFF COEFFICIENTS USED IN RUNOFF CALCULATIONS SHALL SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA 8, CONVENTIONAL I _,, `10 GROUND LINE AoP.LTFS Q OR APPROVED BY A VARIANCE BY LOCAL AUTHORITIES HAVING JURISDICTION. CORRESPOND TO A BARE EARTH CONDITION OR THOSE CONDITIONS EXPECTED TO EXIST WHILE THE SEDIMENT BASIN IS UTILIZED. METAL(T)OR MAX, MS -7. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TOTAL LBS. PER ACRE MIN, IU)POSTS BRACING CONCRETE FOOTING do STORMWATER RUNOFF CONSIDERATIONS TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE MINIMUM CARE LAWN SAF PERSPECTIVE VIEW PERSPECTIVE VIEW 3.10 U SYSTEMS AN G UNTIL HE PROBLEM IS CORRECTED. COMMERCIAL OR RESIDENTIAL 175 -200 LBS. U PLASTIC FENCE METAL FENCE a UNDERGROUND DETENTION WILL BE USED TO CONTROL OFFSITE RUNOFF, CARTRIDGE FILTER S S MS D STABILIZING MEASURES U TI T o _ __ PIPE To WELL U Gw r, xo'rA�stc>: � "G A FILTERRA BOX WILL BE EMPLOYED TO TREAT THE STORMWATER, MS -8. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR KENTUCKY 31 OR TURF -TYPE TALL FESCUE 90 -100% DEFINED CHANNEL C' CRAI PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. IMPROVED PERENNIAL RYEGRASS 0 -5% SAFETY FENCE Lic.No, 0402048507 KENTUCKY BLUEGRASS 0 -5% PLAN VIEW +� 5,X7/,'1 STORMWATER RUNOFF CONSIDERATIONS MS -9. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. No Scale ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED IN ACCORDANCE WITH VESCH AND MS -10. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER GENERAL SLOPE (3:1 OR LESS TYPICAL ORIENTATION OF TREATMENT - 1 SOIL (STABILIZATION BLANKET) Le SS�ONALO THE CONSTRUCTION SEQUENCE, INCLUDING THE INSPECTION OF ALL MEASURES AFTER ALL RAIN EVENTS. CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. KENTUCKY 31 FESCUE ) 128 LBS. MS -11. BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET SHALLOW STRUCTURAL PRACTICES: PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE RED TOP GRASS 2 LBS. SLOPE 0% 1. TEMPORARY CONSTRUCTION ENTRANCE - 3.02 A TEMPORARY CONSTRUCTION ENTRANCE SHALL BE CHANNEL AND RECEIVING CHANNEL. SEASONAL NURSE CROP * 20 LBS. _ Td PROVIDED AT THE LOCATION INDICATED ON THE PLANS. IT IS IMPERATIVE THAT THIS MEASURE BE MS -12. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL 150 LBS. ON SHALLOW SLOPES, STRIPS NETTING MAINTAINED THROUGHOUT CONSTRUCTION. ITS PURPOSE IS TO REDUCE THE AMOUNT OF MUD SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONISTRUCTION. NONERODIBLE LOW-MAINTENANCE SLOPE (STEEPER THAN 3:1) PROTECTIVE COVERINGS MAY BE SECTION A-A APPLIED ACROSS THE SLOPE. „_ ��. FILTER TRANSPORTED ONTO PAVED PUBLIC ROADS BY MOTOR VEHICLES OR RUNOFF. MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE KENTUCKY 31 FESCUE 108 LBS. KEY R 8 9 , RECOMMENDED Frog RED TOP GRASS 2 LBS. BERM CLOTH ENTIRE PERIMETER 2. SILT FENCE BARRIER - 3.05 SILT FENCE SEDIMENT BARRIERS SHALL BE INSTALLED DOWNSLOPE OF STRUCTURES IF ARMORED BY NONERODIBLE COVER MATERIALS. WHERE THERE IS A BERM AT THE TOP AREAS WITH MINIMAL GRADES TO FILTER SEDIMENT -LADEN RUNOFF FROM SHEET FLOW AS INDICATED. MS-13. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX -MONTH PERIOD, A SEASONAL NURSE CROP * 20 LBS, OF THE SLOPE, BRING THE MATERIAL NOTES: , APRON LINING MAY BE RIPRAP, GROUTED RIPRAP„ GABION BASKET, OR ITS PURPOSE IS TO INTERCEPT SMALL AMOUNTS OF SEDIMENT FROM DISTURBED AREAS AND PREVENT TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIAL SHALL BE PROVIDED. CROWNVETCH *" 20 LBS. STEEP BEH ND THE THE BERM AND ANCHOR IT CONCRETE. ARCHITECT NAME 150 LBS. 2, Le IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PILATES SEDIMENT FROM LEAVING THE SITE. MS -14. ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WORKING IN OR CROSSING LINE WATERCOURSES SHALL BE SLOPE 3.18 -3 AND 3.18-4. 3. STORM DRAIN INLET PROTECTION - 3,07 STONE FILTERS SHALL BE PLACED AT THE INLET OF ALL MET. * USE SEASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATES Op 3, d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 g 1 g REGISTRATION # DRAINAGE STRUCTURES AS INDICATED ON PLANS. ITS PURPOSE IS TO PREVENT SEDIMENT FROM MS -15, THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED, AS STATED BELOW: ON STEEP SLOPES, APPLY PROTECTIVE INCHES, ENTERING THE STORM DRAINAGE SYSTEM PRIOR TO PERMANENT STABILIZATION. MS -16. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER COVERING PARALLEL TO THE DIRECTION 1/13/2014 FEBRUARY 16TH THROUGH APRIL ... ............................... ANNUAL RYE ;> OF FLOW AND ANCHOR SECURELY. 4. CULVERT INLET PROTECTION - 3.08 A SEDIMENT FILTER LOCATED AT THE INLET TO A CULVERT TO APPLICABLE CRITERIA: OUTLET PROTECTION PREVENT SEDIMENT FROM ENTERING THE SYSTEM PRIOR TO PERMANENT STABILIZATION. A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. MAY 1ST THROUGH AUGUST 15THR ......................... FOXTAIL MILLET AUGUST 16TH THROUGH OCTOBER ............................... ANNUAL RYE BRING MATERIAL DOWN TO A No Scale 5. DIVERSION DIKE - 3.09 A TEMPORARY RIDGE OF COMPACTED SOIL TO DIVERT WATER FROM A CERTAIN B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. NOVEMBER THROUGH FEBRUARY 15TH ........................ WINTER RYE LEVEL AREA BEFORE F AREA, C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, TERMINATING THE 4 ":.`;,,``;;; '' °''', 70' MIN. 5:1 EXISTING F 1 Loa_ 6. SEDIMENT BASIN - 3.14 A TEMPORARY BARRIER OR DAM WITH A CONTROLLED STORMWATER RELEASE TO OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF -SITE PROPERTY. INSTALLATION. TURN THE END ' "' "' A PAVEMENT ** SUBSTITUTE SERICEA LESPEDEZA FOR CROWNVETCH EAST OF UNDER 4" AND STAPLE AT 12" `'° " "` ` " DETAIN SEDIMENT -LADEN RUNOFF FROM DISTURBED AREAS IN WET AND DRY STORAGE LONG ENOUGH D. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE ``'� "' ` •*TM�,2 FOR THE MAJORITY OF SEDIMENT TO SETTLE OUT. STABILIZATION. FARMVILLE, VA (MAY THROUGH SEPTEMBER USE HULLED SERICEA, ALL DITCH INTERVALS. �� OTHER PERIODS, USE UNHULLED SERICEA). IF FLATPEA IS USED IN LIEU FILTER g M A MOUNTABLE BERM 6.1. MAINTENANCE OF SEDIMENT BASIN - INSPECT BASIN EMBANKMENT WEEKLY TO ENSURE IT IS E. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. CLOTH (OPTIONAL;) OF CROWNVETCH, INCREASE RATE TO 30 LBS. /ACRE. ALL LEGUME SEED STRUCTURALLY SOUND AND HAS NOT BEEN DAMAGED DURING CONSTRUCTION ACTIVITIES. F, APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH. IN DITCHES, APPLY PROTECTIVE COVERING EXISTING GROUND SIDE ELEVATION MUST BE PROPERLY INOCULATED. WEEPING LOVEGRASS MAY BE 7a MIN. ADDITIONALLY THE BASIN SHALL BE CHECKED AFTER EVERY RAINFALL EVENT. ONCE THE SEDIMENT MS -17. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE WARMER PARALLEL TO THE DIRECTION OF FLOW. USE CHECK I HAS REACHED THE DESIGNATED CLEANOUT LEVEL IT SHALL BE REMOVED AND PROPERLY DISPOSED OF TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE, WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR ADDED TO ANY SLOPE OR LOW- MAINTENANCE MIX DURING WAR SLOTS AS REQUIRED. AVOID JOINING MATERIAL IN WASHRACK 10' MIN. 8. TEMPORARY SLOPE DRAIN - 3.15 FLEXIBLE TUBING EXTENDING FROM THE TOP TO THE BOTTOM OF A CUT PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY, SEDIMENT SHALL BE SEEDING PERIODS; ADD 10 -20 LBS. /ACRE IN MIXES, THE CENTER OF THE DITCH IF AT ALL POSSIBLE. B OPTIONAL E tmqmmw OR FILL SLOPE TO TEMPORARILY CONDUCT CONCENTRATED STORMWATER SAFELY DOWN THE FACE OF A REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET PS 3.32 f3M 3.36 -1 10 EXISTING CUT OR FILL SLOP WITHOUT CAUSING EROSION. WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL 12' MIN. MIN. PAVEMENT 9. OUTLET PROTECTION 3,18 STRUCTURALLY LINED APRONS PLACED AT THE OUTLETS OF PIPES OR DEVELOPMENT LOTS AS WELL AS TO LARGER LAND- DISTURBING ACTIVITIES. _ CHANNEL SECTION TO PREVENT SCOUR AND PROTECT THE OUTLETS STRUCTURE. MS -18. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION PERMANENT SEEDING MIX FOR PIEDMONT AREA SOIL STABILIZATION BLANKET (EC - 2 _ ALBEMARLE COUNTY 10. DUST CONTROL - 3.39 DUST CONTROL IS TO BE USED THROUGH THE SITE IN AREAS SUBJECT TO OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM AUTHORITY. No Scale VDOT #1 COARSE AGGREGATE B POSITIVE 110 MIN. SURFACE AND AIR MOVEMENT. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY' MEASURES SHALL BE No seal@ "MUST EXTEND FULL WIDTH OF DRAINAGE TO �- PUBLIC SCHOOLS INGRESS AND EGRESS OPERATION SEDIMENT PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. TYPICAL TREATMENT - 1 (SOIL STABILIZATION GRAVEL CURB INLET SEDIMENT FILTER TRAPPING DEVICE VEGETATIVE PRACTICES: MS -19. PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION EROSION --� �-^ PLAN VIEW 1. TOPSOIL (TEMPORARY STOCKPILE) - 3.30 TOPSOIL SHALL BE STRIPPED FROM AREAS TO BE GRADED AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF FOR THE STATED FREQUENCY BLANKET} INSTALLATION CRITERIA ''�-- �.,,��� -- --�""� ,_,. --�� -� AND STOCKPILED FOR LATER SPREADING, STOCKPILE LOCATIONS SHALL BE LOCATED ONSITE AND STORM OF 24 -HOUR DURATION IN ACCORDANCE WITH THE STANDARDS AND CRITERIA LISTED IN THE VIRGINIA EROSION AND 12' MIN. SHALL BE STABILIZED WITH TEMPORARY SILT FENCE AND VEGETATION, SEDIMENT. CONTROL HANDBOOK, CHAPTER 8 PAGES 20 -24. OT31 n MIN. 2. TEMPORARY SEEDING - 3.31 ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR MORE THAN 30 NOTES -- ---" MIN. it DAYS SHALL BE SEEDED WITH FAST GERMINATING TEMPORARY VEGETATION IMMEDIATELY FOLLOWING APPROXIMATELY 200 STAPLES �� FILTER CLOTH SECTION A -A E E GRADING OF THOSE AREAS, SELECTION OF THE SEED MIXTURE SHALL DEPEND ON THE TIME OF YEAR IT ANCHOR REQUIRED PER 100 SO. Yli - --�'' IS APPLIED.' SLOT SLOTS, JUNCTION SLOTS & OF MATERIAL ROLL, ANCHOR g�_71' 0��� 3. PERMANENT SEEDING - 3.32 FOLLOWING GRADING ACTIVITIES ESTABLISH PERENNIAL VEGETATIVE CHECK SLOTS TO BE BURIED COVER BY PLANTING SEED TO REDUCE EROSION STABILIZE DISTURBED AREAS AND ENHANCE NATURAL " " "' r r 6 TT 12 Putmic Schools BEAUTY. ,/►- „ � 4. SOIL STABILIZATION BLANKETS & MATTING - 3.36 A PROTECTIVE COVERING BLANKET OR SOIL MAX. AX. 4:1 OR FLATTER 6 MSTEEPER THAN 4:1 REINFORCED CONCRETE DRAIN SPACE 3 02 STABILIZATION MAT SHALL BE INSTALLED ON PREPARED PLANTING AREAS OF CHANNELS TO PROTECT JUNCTION f- * 12" CE AND PROMOTE VEGETATION ESTABLISHMENT AND REINFORCE ESTABLISHED TURF. SLOT TO BE SNUGLY ABUTTED I I I III 1 I 1 1 GRAVEL FILTER SECTION B -B CHECK SLOT {{ RUNOFF WATER WIRE MESH AGNOR HURT ESH WILL MANAGEMENT STRATEGIES SILT FENCE CULVERT INLET PROTECTION TERMINAL FOLD 5T PLED LAP JOINTI�(J I I I FILTERED WATER STONE CONSTRUCTION ENTRANCE EDGE JOINT LIEU OF I ~ r:',;' Y " .' ELEMENTARY SCHOOL 1. PROVIDE SEDIMENT TRAPPING MEASURES AS A FIRST STEP IN GRADING, SEED AND MULCH 1 t I I I 4 q. ' • No Scale ENDWALL TAMP FIRMLY (JUTE ONLY) I ' RENOVATIONS AND IMMEDIATELY FOLLOWING INSTALLATION, i I - �' COMPACTED SOIL CWD TO HAVE VDOT 2. PROVIDE TEMPORARY SEEDING OR OTHER STABILIZATION IMMEDIATELY AFTER GRADING. TOE OF ANCHOR SLOT 5' MAX. 4:1 OR I 1 - ~' <' '". -' ° " STANDARD EC -2 3. ISOLATE TRENCHING FOR UTILITIES AND DRAINAGE FROM DOWNSTREAM CONVEYANCES IN ORDER TO FLATTER 3' MAX. I 1 °'' ° ' ' 1 MATTING ON UPHILL ADDITIONS MINIMIZE PERIMETER CONTROLS. FILL CULVERT I I _ • `.'''' 18 "MIN. 1 ! I SIDE STEEPER THAN 4:1 I ,; I I l I SEDIMENT o I I # I --FLOW 3201 Berkmar Drive 4. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE MAINTAINED UNTIL THEY ARE NO LONGER N ° a„ f REQUIRED TO COMPLY WITH THE CONTRACT DOCUMENTS OR STATE LAW. I i CONCRETE - I Charlottesville, VA 22901 tJ I I I I I GUTTER 12" CURB INLET If 1 PERMANENT STABILIZATION CHECK SLOT I I I I - Agnor -Hurt ES Addition - VDOE #2.16 -00 -101 ALL NON -PAVED AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. IFB #2014-05011 -41 IMMEDIATELY FOLLOWING FINISHED GRADING. SEEDING SHALL BE IN ACCORDANCE WITH STD. & SPEC. 1"TO, D 3.32 PERMANENT SEEDING. SEED TYPE SHALL BE AS SPECIFIED FOR "MINIMUM CARE LAWNS" AND /TOE TAMP cHE,� CK SLOT z '''i 1 I I I SPECIFIC APPLICATION: THIS METHOD OF INLET PROTECTION IS APPLICABLE AT DD CWD 4.5 MIN. 3 09 D OF FILL FIRMLY 1--- VAR. -+ t- +-VAR. -*-1 DRAWN: J. WILSON & J. SHOWALTER "GENERAL SLOPES" IN THE HANDBOOK FOR SLOPES LESS THAN 3:1. FOR SLOPES GREATER THAN 3:1, SEED � � CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO 3.07- 6 �� �� SILT FENCE * " e s IP CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND TYPE SHALL BE AS SPECIFIED FOR LOW MAINTENANCE SLOPES IN TABLE 3.32 -D OF THE HANDBOOK. FOR DISTANCE IS 6 2 00 UNPROTECTED AREAS. TEMPORARY DIVERSION DIKE CHECKED: C. KOTARSKI MULCH (STRAW OR FIBER) SHALL BE USED ON ALL SEEDED SURFACES. IN ALL SEEDING OPERATIONS SEED, MINIMUM IF ° STORMWATER INLET PROTECTION FERTILIZER AND LIME SHALL BE APPLIED PRIOR TO MULCHING. FLOW FLOW IS * *OPTIONAL STONE COMBINATION N p No Scale SCALE: SEQUENCE OF INSTALLATION TOWARD CHECK SLOTS V MIN. ®2012 SHW Group EMBANKMENT STAPLE FORMED FROM N0.11 STEEL WIRE. . NO Scale 1.0 1.5 8' STAPLE MIN. LENGTH FOR SANDY SOIL. NO C E INTERVALS, Ilr--� 8" STAPLE MIN. LENGTH FOR OTHER SOIL. NOT INA D WITH ALL 1. SET THE STAKES, 2. EXCAVATE A 4 "X 4" TRENCH UPSLOPE PHASE I SEE SHEET C3.1 COMBINATION BLANKETS 2 X 4" WOOD DROP INLET WITH ( ) SILT FENCE DROP INLET PROTEC110N ALONG THE LINE OF STAKES. 1. A PRE - CONSTRUCTION MEETING IS REQUIRED WITH ALBEMARLE COUNTY E &S INSPECTOR, CONTRACTOR, JUNCTION SLOT FRAME GRATE F_- I ISSUE: FINAL SITE PLAN 05/27/20'14 OWNER AND ENGINEER. THIS MEETING SHALL TAKE PLACE ON -SITE. CLEARING LIMITS MUST BE TAMP FIRMLY TERMINAL FOLD g FLAGGED PRIOR TO THE MEETING WITH ONE (1) WEEK OF NOTICE. 2 5, -- 12 "- -•I�! TAMP FIRMLY FRAME `/�'- ,, i r REVISED PER COMMENTS 03/27/2014 2. INSTALL TREE PROTECTION AND SILT FENCE BELOW PROPOSED SEDIMENT BASIN AND ALONG ENTRANCE FLOW -- 2" �---4 -`� I1�.5AX "�", -=' �. / / REVISED PER COMMENTS 04/3012014 CORRIDOR TO BE GRADED FROM WOODBURN ROAD. 0 12" REVISED PER ACSA COMMENTS 05/20/2014 3. CLEAR AND GRADE ENTRANCE CORRIDOR FROM WOODBURN ROAD, INSTALL CONSTRUCTION ENTRANCE ��., FLOW /. . REVISED PER VDOT COMMENTS 05/27/2014 AND CULVERT WITH OUTLET PROTECTION CONNECTING TO WOODBURN ROAD, * *VDOT #3, #357, #5, #56 OR #57 CLASS 1 a 3' 4,' 4. CLEAR AND GRADE SEDIMENT BASIN AND INSTALL ASSOCIATED STORM PIPES. COARSE AGGREGATE TO REPLACE SILT RIPRAP " „ '�Y�,. MIN. 3. STAPLE FILTER MATERIAL TO STAKES AND 4. BACKFILL AND COMPACT THE FENCE IN HORSESHOE WHEN HIGH -•- GATHER 5. INSTALL CLEAN WATER DIVERSION, REMAINING SILT FENCE, REMAINING TREE PROTECTION, DIVERSION VELOCITY OF FLOW IS EXPECTED gMJ` EXCESS EXTEND IT INTO THE TRENCH. EXCAVATED SOIL, DIKES, INLET PROTECTION, CULVERT INLET PROTECTION, CIP 3.08 -1 AT 6. AFTER ALL EROSION AND SEDIMENT CONTROL MEASURES ARE IN PLACE, SITE WORK CAN BEGIN. U Li CORNERS 7. ROUGH GRADE PROJECT AREA. CULVERT INLET PROTECTION SOIL STABILIZATION BLANKET EC - 2 PERSPECTIVE VIEWS 8. SEED ALL DENUDED AREAS PER VESCH STANDARDS."" C No Scale No Scale STAKE ''' RASE II EE SHEET .2 FLOW C 1. INSTALL ADDITIONAL INLET PROTECTION WHERE SHOWN ON THE PHASE II EROSION AND SEDIMENT EARTHEN DIKE PROVIDE FABRIC (COMPACTED) INLET srC3 ?,1t ' ,_.- - -.- -- - 70' WN. _ - -- -- -• -• -- - 1' SHEET FLOW INSTALLATION CONTROL PLAN AS THE STORM SYSTEM IS CONSTRUCTED AND BECOMES OPERATIONAL. CORRUGATED METAL PROTECTION CONSTRUCTION � ' � VIII MIN. (PERSPECTIVE VIEW) 2. FINE GRADE PROJECT AREA, APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVEN EXTENSION COLLAR A,(;C;E;S �-. " Sir -zt� ASPHALT -� I 3' DAYS AFTER FINAL GRADE I5 ACHIEVED. WATERPROOF A COURSE , ;F < J I I I FLOW I MAX. `� I m.:, Ix. 1�c> f 3. ALL STORMWATER PIPING & STRUCTURES, INCLUDING DETENTION FACILITIES SHALL BE INSPECTED FOR SEAL i'i 2 °' ? ur�IT _ ;! i A A A � SILT /SEDIMENT, IF PRESENT, SILT /SEDIMENT SHALL BE CLEANED OUT FOR THE SYSTEM TO THE 24:1 D D +6" 4. ,, �• -:.. • .. _ DETAIL A SATISFACTION OF THE E &S INSPECTOR.` k 4. ONCE THE SITE UP HILL FROM THE SEDIMENT BASIN HAS BEEN STABILIZE AND APPROVED BY ESC A I ELEVATION OF STAKE AND FABRIC ORIENTATION "•'•f, M.N, 2iA A {»�"r:GA.f'.- E�t15E� , INSPECTOR REMOVE THE SEDIMENT BASIN, CONVERT THE RISER TO FINAL MANHOLE STRUCTURE AND PROVIDE NTLET O SPECIFIC APPLICATION / �\ GRADE AREA TO THE EAST OF THE BUS LOOP AND INSTALL SIDEWALK. STANDARD FLARED END SECTION L THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET 5. APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER THAN 5%) WHERE POINTS A SHOULD BE HIGHER THAN POINT B. ACHIEVED. SILT FENCE BELOW SEDEMENT BASIN MUST BE MAINTAINED THROUGH GRADING AND THE INLET SHEET OR OVERLAND FLOWS (NOT EXCEEDING 1 C.F.S.) ARE DRAINAGEWAY INSTALLATION CONSTRUCTION, rr 70' M!N Ip TYPICAL, THE METHOD SHALL NOT APPLY TO INLETS RECEIVING 3.07 -1 SF 3.05 -2 6. ONCE CONSTRUCTION IS COMPLETE AND ALL CONTRIBUTING AREAS ARE STABILIZED, EROSION SECTION VIEW ONE U CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS. � U (FRONT ELEVATION) O CONTROL MEASURES CAN BE REMOVED UPON APPROVAL FROM THE E &S INSPECTOR, ACCNEr uc;1 lvn ',' ASPHALT PAVL:) STORM DRAIN INLET PROTECTION SILT FENCE (W /O WIRE SUPPORT) NOTE: SEDIMENT MAY BE CONTROLLED AT OUTLET I No Scale No Scale GENERAL EROSION AND SEDIMENT CONTROL NOTES: IF UPLAND PONDING WILL CREATE PROBLEMS ' SUPER SILT FENCE 2% f_AI _.T:N,., ' CURB INLET SEDIMENT TRAP 1. SET POSTS AND EXCAVATE A 4 "X4" 2. STAPLE WIRE FENCING TO ?� F�.n.;i of vT- TRENCH UPSLOPE ALONG THE LINE OF THE POSTS. EARTHEN DIKE .._.....,.... ,, ....:..__. ALONG TOP OF CURB. ES -1: UNLESS OTHERWISE INDICATED, CONSTRUCT AND MAINTAIN ALL VEGETATIVE AND STRUCTURAL , ' r`: ' z� I r' hi N. FABRIC TO BE B EROSION AND SEDIMENT CONTROL PRACTICES ACCORDING TO MINIMUM STANDARDS AND (COMPACTED) 3:1 # r ( y POSTS, , ,_, ENTRENCHED A MINIMUM 61 B OF 8" IN DEPTH AND r SPECIFICATIONS OF THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL AREAS TO BE DISTURBED CURB ° ►vC�X HANDBOOK AND VIRGINIA REGULATIONS VR 625 -02 -00 EROSION AND SEDIMENT CONTROL 8- D+6" (CUT, FILLED, ETC.) INLET TO 95/0. LET COMPAC REGULATIONS. ;•: D +B +k /4JS EXTEND FUG_ �gIDI + "--- _.._.- irvl. ENT NAct 11 21 ! r' OF INC�i?ESS AND EGRESS � �P11�1(;�l','rVI('F 3' ,' TQ -r.. ..f [RATION / - li THE CONTROLLING EROSION AND SEDIMENT CONTROL AUTHORITY WILL MAKE A CONTINUING REVIEW AND EVALUATION OF THE METHODS AND (EFFECTIVENESS OF THE EROSION CONTROL PLAN. I_ ( -� PAN �ow �, N FLOW R - lil, /III I II 111111= 4» li PLACE ALL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO OR AS THE FIRST STEP IN TSD � : SECTION A - A 3.15 -1 o CLEARING, GRADING, OR LAND DISTURBANCE. CLASS RIPRAP -.- - µ- - - -- � t 2' ��f - -- - -� -• -- - -- Vt. DRAINn{,1_ 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE olf 1 C,.,i I TO r EDI'JE:NT --V OT #3, #357, OR #5 COARSE AGGREGATE THE WIRE FENCE AND EXTEND IT INTO EXCAVATED SOIL. ES -4: MAINTAIN A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN ON THE SITE AT ALL TEMPORARY SLOPE DRAIN 2% tRAPP1N{, LKVICE _ THE TRENCH. ^. ...f � A4• ''� .';•' S'r17+':•;� x- ;•y`'..6 -+-r• s+Y '.. ,, " �"i"" ys itrt�- :;.,"';"�• .;a... O TIMES. No Scale (STING PAVEMENT .; ' f MODIFIED INLET PROTECTION SHEET TITLE: � ES -S: PRIOR TO COMMENCING LAND- DISTURBING ACTIVITIES. IN AREAS OTHER THAN INDICATED ON t-tLTC�t ct_CTi�I - No scale / �+ C, THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFFSITE BORROW OR WASTE AREA), SUBMIT A EROSION SEDIMENT M SECTION A A ... SUPPLEMENTARY EROSION CONTROL PLAN TO THE ARCHITECT /ENGINEER AND THE CONTROLLING �,. CONTROL NOTES & o EROSION AND SEDIMENT CONTROL AUTHORITY FOR REVIEW AND ACCEPTANCE, �''� FLOW ��i' � y A n'Iuiiiu m watet• tap of I inch uutst be histalled with a niituniulii I inch Ualleoclt_ _ r - DETAILS ES -6: PROVIDE ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND A111toff Valve supplyhi<,s� a wash hose NNith a diameter of 1.5 niche;; for adequate El El 0 El DETERMINED HE RESPONSIBLE LAND DISTURBER. MODIFIED NOTE constant l,e>suf6. Wash water imist be carried away from the etih•aace to an SEDIMENTATION AS N BY T RESPONS R ( ) 1 5 EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. c� A STANDARD ORANGE VINYL OR PLASTIC CONSTRUCTION $ approved settling area to remove seduuent. All sediiuent shall be prevented fi'oii>< A o ES -7: ALL DISTURBED AREAS SHALL DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES enteilgg stone drains, ditches or watercout;ses. FENCE ATTACHED TO POSTS (PRE-WEATHERED WOOD, DURING LAND- DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT. - GALVANIZED STEEL, IRON OR THICK PVC PLASTIC), AT LEAST FILTER FABRIC- DURING ABOVE FINISH GRADE WITH SPAN BETWEEN POSTS NO `I PAVED WASH RACK -. GREATER THAN 6' ON CENTER. EVERY NINTH POST SHALL ->:u WIRE o ES -8: DURING DEWATERING OPERATIONS, PUMP WATER INTO AN APPROVED FILTERING DEVICE. CE NO :;�;� .L CONTAIN A WARNING SIGN THAT CLEARLY IDENTIFIES THE - SSF ES -9: INSPECT ALL EROSION CONTROL MEASURES DAILY AND AFTER EACH RUNOFF- PRODUCING FENCE AS A TREE PROTECTION FENCE. RAINFALL EVENT, MAKE ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS NO SCALE CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT C� TP ENTRANCE 3'38 � OF THE EROSION CONTROL DEVICES IMMEDIATELY. STONE CONSTRUCTION N No Scale 11K EE PROTECTION No Scale ■ e No Scale SHW Project: 3113. 008.00 1 2 3 4 5 6 7 8 9 - 10 I 1 2 1 ------ -.----- 3 1 . . 4 1 5 1 6 1 7 1 8 1 -L -- 9 . I 10 11 , ----------- - -c MUAD - - - - - - -- --�" ---- " - . --.- .' . W--�- -7::_ =--.-. [-...- - _:�- -- -- / - - - - --I- - --L - -- --- - ----.--J- ---l- � - ------ - , ---,-.---, -- � -.----- � -.. ►N6TALL CULVERT I T ------7"----- T---W-------7------------. Sediment Basin design BENCH MARK-----------7=:::� ----- �� --- -� // .-,.,- --.1-- -/.-- ,/ - -- - I � I MIN. 1: WI SPILLWAY ,-------- — . - .... ,-- - -.-.,..,. -1--- ll 1� 11 .11 I I N'---------v- - - . CREST OF EMERGENCY ---------�-.--,�z-------\\7w---"- CP PK NAIL ...-- - -----. -.- - . .. ..... --- -.11. - - - -- 11 -/ �, / �, '-----SI48ET 65 0) - � � I - 1. t \ � ----,.-..--.---- 2 WITHOUT SPILLWAY . -.-,--,.--V,t��---�--,��-,--�-------"------,,�---,---W------- 1, -'....z - -.....-,. , ,- 11 �' "' Z 1--� 11 /,-(SEE I / -.. I... ) .. -.t- ----- i \ A� N - drainage area (acres) 3.28 - - -----IA,/,:-�.��-:-�,-� :-:-:��= �-- 1 - , '1� N 3920697A4-_,---- --- - ----- -- - - ------ - - - --- - ---- - --- -- _ ,- -Z-------::---------\ - -------'---�---,---- - / .. - - -- --14mmm -)' - - -----. -- - !---.. .... , . . DESIGN HIGH WATER i / . ------,L:,--::---: ---- 7��----- I \ - -� - - � ---�-- - -- - - - T - �7 �- � - � --W - -'\\7- -- - / -- I - -.-.,.. --- , ,(25-YR. STORM ELEV.) I - ....... --- ------ - -,��- I,- -16�. - -- - -- '- - ��.- =Z=!�-�-- J"issom moomW----. -- - - -) / --> - ----- - - N-, --------- - - W - - I , -:-::--7---- -- IN- I ------- -- ------ . � \ "-.-.-,-,- -.------------------- --.--:�� -,-----------" -E-140 :j� - -=-----��--------7 -3l� --,I -- - ��M..----- -- .: -- - -- - - -- 1RO1V (F / - - - -- - -- -.-. - --------- -- -z;=-,---"- - , � - IIIIIIIIIIIIIIIIIIIIIIIIIIIII= -0 --1 -- ; 0: "---:�: �- 7- - - Z::: - -: � - -- / basin volumes: (using 1'contour intervals TA - - - - ---. .1 I I . - �- -- -- --::7-:7-7.7'��, - ---: - --- - - --- -- - -- -- - -- ----. TE R TE, ---..-.-., - - - �� - - =1�--- -\,�--------=7 ---- --- --"" - - ---W- -7.0 __X -------- 1q, 659 � - INV. OUT ,1597.77' - - volume(cy) �\ .- -.- - ------- ELEV 599.62 -�;-.— -- - - -- -- -- ��-� - -,:-L=--=_-___��:- - - --- :-.-.,_-_.--,-_ - �-_--7-- --.- --� / - -- .. . .... -.-- / / I — ' ---.-., - - - 7-� -- ---- _e__ I CIP - - - -- - -:::�- ----;�1-----.---- elevation (ft) contours rea (so 0.51 I , V 'A 0 -I--,.. ------------- ___..,--.- - - ----- - -f -r , - - - - - -- - - - , ------- / ow,WJR. RO - � ----, , 20,55, / /NV. N� ),98,22' ---- -, - ..-- - �� .� - - t / --------- -- ---- , 11 -- ---- -- �- ----, .-- - - - �� -- - - -- - - -- - ---- -- Bb ..-------. I WO -...-.----- !'�----------- -�.. - -,��::� - -.-" -�--�-�-- ---.- -1 - - - I I- -1 . 553 ---, - -- ------,-.--. --" -------- ------- - -- ----- ��-- -- -- - - -- " - / 1, -- -=1065,�� - - -- - -- -, - -:-� - - - '� 3 1 - - - - - -7-7 - - ----;zZ--PW- -- - �_�;� ..Y 1473 1 1 .- ------ -.--, ------ --.- - - 1. -- �� -�-_� - - � : ,,..- --- .1/ -/ C . -- - .--. ..------ N ,, -- -- - --.�- 1-�-�7--.�- ''. . RISER CREST -- -- - J.5.11 R - ----�--- - y- - --,( ---., .--� - .11 I - - --- -...---.,.-- 50' RIM , . -- - -... � �- y_-_y -r !,4 � . .,.,.,. ............., --.- - :77 - - - - - L: - -- - /\ 1 --::::-,:--,�� - - -- ---- - - ... .- ..... � .1 ... .. DEWATERING --:2;�--- -- ----- - �\. ------ - --- 1� k., 1 554 2292 69.7 ... - � .... I........... - --- -,*-,- -,-, --_ - - - -- - -- -----�-,--ftRE -.��---------_�- ---:�==: =�� - - - - - -:,-C�Z. - - .J---, N16*26'36"E .- I - OP .� I -1\N- -,.:�,\�,--:-,-,.--7:=::--.--- -::7 - -- -- ---.-.�--,----------------��--�.,.-.-- _-, ... I- 'I-- " o562-3"E - - - I - - - - I - -'N- ---- - � . . ------.-- - ------------- I � -�-_ 3136 , , ' STORAGE - - 7�---z7--:::� ---::-- I---"---- - - -,- Av-�,- - - -- - - - - ,�: = --=-��--- ,, ---- - i � , � , 116, 1 V - - ' / z "'71.9 \ 1-14 - ---- - - - - -, --,_ � -4 - 555 100.5 C,L\4CE _ -------- 7�--------- - - - - _-, --'-----"=-1,�------ 44% lft� - , - - - � ,�-J ,7.i � , -.-,- -- - I- - , , N15 / - --- ;.-:;;.,.,.,.'-.,.,;;.,"'...'..,.,::;;.,...,.*.,....:; ................ - -:-:= --,--- -- - -7 ' ?8. 7 1, I - -- ...... 1- ...... .... .............:. .-.-.-:1-i.- --- - - - I---- � --� - - - -- - N-f-5'1�i6'23"E ) - .. � - \ ' -- ......... . . . . . . . . . . . . ....... '::7-:- - - -- - -,----o -a-----o - - . - I - . ,------- -- - . - - ... ��- ....... ,--..-."- :::.-;.-.-1 -:=- �---=-- - - 'j- - --F - -1117-�y ------ U---v --- - -- -- - - li�AIIII-IIIIIIIIIIIIII.W� 11 . -1 \ r , , 69,84' ,� - - � mom MONRM Eomiwiiiiio� TP -. \- MON ()�) -.- - - - - --::, = \ - 557 4900 164.9 - -1- ,--;=.-- r: T= -7 - 276,40' \ r 1111111 11117- -.' / ,- -- H 556 4005 132.2 - wET * STORAGE ... V.- ....... . - - - . :� � - - -- - ��.----Cf---- - -- - -- W-WAM - --,---7-------- --I------,- 1---.- C ", . - -- --- -- -- \ --, I- 1-1 .... ... .- - / I I - I @ 2.4' H - - -, --- --::�-�------- - . 'Je -- - 558 5819, 198.5 - -.-----.-------.--- - ---.-�:7 �:- - - -- -- -- - - - -- - - -, `- �� /I 11 J\ / - - - - - / I -1 I I I - - - - - -- - - - - - '--- .-I 1k I \1 - " - - - - -- - -- - .- ,/ - - - - - -- It I I- I - -11, -1.1 -1 I SEDIMENT CLEANOLIT DINT 08 - - — - - - -- "-`, ---- , , I-- I I I i SHWGROUP 559 6764 233.0 POINT f --- - - - -,,�1,3_143' fF��----'-- - - - -- - - � / -- -- (- WET STORAGE RE 1143 'IF-"---* --- ------ -'- .. - - - - - - -- - - - -- -- - -- - - -- - -- - .1 11 -� \ 1-- -- - � -, - -- -- - -- - -- I TO 3; C.Y./ ACRE) -- Ifl8- .- - .- -- -- --- -- - - - - - - -- - I - SOIL TYPE: I I 11 -- - -- -- --,2_0-7-F- - - - - - - - - - -.... -- - - "I, I /� I ", -- - -� \,( -, - --.. LO I / ARCHITECTS I ENGINEERS I PLANNERS . 560 7733 268,5 . , - - -- � --- -- -- - -- .-- -, - ,--- -- - - -- -- - - -,- - -- -- " ,- - -� , ,--,\ 11 .. -- ---Z:--7---"- - I- -, / , I CE L -- --- -- - - - \ I --- 1�4 - - - - - -- --- � I \ . ---- -.--- /- ---�,� I TP 35- 84-' - - - - - — - - -- - --- -- - - - -- -- - — , �, !� -- , -- - -.-- -- - -- - 65B I I — -- -- - - - - - - -- -.- — — — --.--..-. -- 1� -\, - \ — �. ,,,� , _ I ) )A — - - / ,(, �\ - I - -- -- - - - — — -- - -7 - 11 '11'�. � _ r __ _ _ _ ___ / 609 EAST MARKET STREET , . - -- - .... - -- - - - .-.- - -- �- __- -L - - .. � ...L. - - -- - - .- 1\ ', ,-, , , . '. , - "' -- , ' - - -,- -- - \ --- - I --- - - - -- . ,-- -- -- -. - - - - -- -- - -- - - - -- -- .- , �1, �. 1, \ , . , . \( __ -/ --- - f -, .--- -- -- - - -1 - -,-. - � - -- --- -- wet -- - I I SUITE 202 - � - -- , , / \ - - -- - -- -- -- - - - - .- - - -- - -.- - --- --- - � - - '.-. - - - - - -, -- -- - - -1 " \ \,\ - / � ,,-- �,--A ---7----- - I storage: . - -.-. - -- - - - --- - - -- - - --- - -- - -- .- -- -- ,�, V \\ � / , __ �: I CHARLOTTESVILLE, VIRGINIA 22902 , I . . 11 I I I . I I L I I - I . - - --- -- - ,- - -- - -- -- -- - \\ N \�" I / , ,_ -- --- -- --/\I�r -- - -- - / I -- - - "I -, �, " - I * . � - - - - - -- -- - - - - - - - - - - - -- - -- I . � - / .1 e 11 -- - --- -- - - - � 9? wet storage required (cy) (67 DA) 219.8 design high-water (25 year storm) 557.-91 1 1 . - - - - -- - -- - - -- - \ \ \ - - � I/ - - - \ -) - - -- - - - - -_� -'.' - - - . I L . I - 1, I . . I . I L - - - - - - - -- - -- - -- - - -- - -- . - - - - -�_-�� .... ------� \ \ \ \ \ , I/ / , - --- - - -�i \� -.- - - -- - -- - I . 460.0 - - -- -- -- � - \ \ , nE-pl 1Z) I A Ain Tr ,i i -,, 7 P 434.295.8200 dewatering orifice elevation (ft) 555.5 top of dam (ft) - - - -- - - -- - -�. -7 ------ -- :,�, -7�--- \ \ \ , 11 - --- --... -�.. I. L0 / , <!!A, -. i,."-,. - , - ---.; - - .- - - .:7 --7::�., \\ \ \ \ I '1 ,0 , `%�, SF 11-1 -V - . I . . I -. -- - - -- - . - - - - .-. --'-. I , " \ . ., .1 - / I --.. - ... ,,, � -1 .. I F 434.295.8601 6.0 - - - - - - .... ... - - --- -- . I . � \ ."� / � ", / , , I -1 \, - - D8, 1630, PG. 660 wet storage provided at this elevation (cy) 233.4 top width of dam (ft) - .-- - - - � ... ::--,..-- -,.-. -- 111\ \ \ \ I \", 11 / / ! \ ,,�, --�-- -- - - - - ,- - - -QWD - ' I - L I I L- I . I . . ., I . I . .1 . . - - - - � �'����--��- 11 \\\ . �-, , - -- --- -- -1 �,-- -- \\ \ \ " ." / / --""\ -- --- - - - - - Z-ONED: R6 RESIDENTIAL , L - L . L - . I / / / / ,� L I -1- � � ----- \' \ I \ \ , -- - \ . 11, , available volume before cleanout (cy) (33*DA) 108.2 , bottom of basin (ft) . 553.0 _ - _ - . _, \ \. \ v �/ �Il � -�-- -- - - --- - -- - -- - - - - ,,� `\ - -- - -- - -- - - -- - - I I . I I . . , L, ' L, "'L", L - .. I - -,,. , " % I approx. . , � \ , % i / 1"�- I L I . I . , \ \ I \ I / - - -�111 �---- , ,, 1`1 app . bottom dimensions: � 20'x 199 .--��-�-, , , \ A - - t� " - .,,* I TAX MAP PARCEL 45-91C 1.0 2:1 1 � \1\ / i il �`, -11 . --595- -- --- �- CURRENT USE: VACANT ; I I �,"� I % \ "�- - -1 I --� - I . . L I �\ \ - \ \ / , � ,- � -T\ - - - - cleanout elevation (ft) 5M. � ,�.\ v , \ \ -/��,,., / / ,/ / , --(- I distance from cleanout to orifice (ft) I(> V) L upstream face slope: . \ I - \/., 9 . . , , \ '�- - \ / � , , ,----" � downstream face slope: 3:1 . . \\ \ \ I \ \ , \�� \ ', -A � CONTRACTOR TRA/JLER / � ,// / \ "I" - - �, \ --- ,� � -\- --� I I RESIDENTIAL I -1 I . I I I � - \ I I I , - -- I . I . \ \ \ \ \ I" / AND PARKING A / � X, / \- -- '��, -1 , - 0 40 'baffI I / I., les: No - - -- '. I 1, -J- \� / % � I " -- - - - - - - - -- --- - - - I . - . 1. L I . . . I. .- . 219.8, - \ \ \ \ \ . \ 11 I -� -� - \ I-- .-- 1-1-1-- .11 . . .,-. ''L. -,.,..,- . I.. I -. - - - I 11 � - - . - L . - - -, L. - I ---- 1-- 1. - - -....1. . . 1. I / _qEA ---� / drys L \ \ �-x � I I \ - \ I-- -� \ \ \ ,-- � i dry storage required (cy) (67*DA) . I - - 1. - - I. L . I - \ , \ \ \ \ \ N , - II-/ \-, , - I - "-� \ I . I I . I.. I . . .1 . 11 I - -- -- - - -- - - - -- -- - 11 \\\ \ I \ N\1 - I I I I �ep,ILTR O,b . I - % " - 1, - 1-\ � I i '/ / � . ,., :�\, -- �- -- -1. a --- ----- --- ------- - , / rinciple spillway crest (ft ) . 557.0 length of flow, L (ft) . NA � -, -- - \ , - ,- � // / -1-r- .., -- I., p I . . I .- -- -- ." - -- --11 \ \ \ \ \ 1�- -�fl , 11 11 / - , - - ( ,� \ , --- -- ( , 467.3 -- I 11 / - - - � - � ,1 -, .------L total storage prWded at this elevation (cy) effective Width, We (ft) NA -- \ \�, , , - - - dI,'---'--- ' , - \ " � / " . - - --- -- - - - - — - , , , , , L, '' 1. 1-1 - ... - " L . - , - J \� 1, /- - , . (baffles ) - - - -.- -- �\ \ � . . .. .... * 1\ I 11 - � - I / 11 / / ;i \ �, - �� / - � - -- \- -- -- -- -- - - -- -- - - `- -- 4.-- - - \� \ \ "- I >-, / L - - - ---: I I � 1. , I -,.' - \ \ , 1, - \ /I -1 --- - - --i I ,---�.,\ t diameter of dewatering orifice (in) - ---- P�- :L:� �t� ), � . 0 4.0 L/ We ( es required if > 2 NA . \\ \' , - - ;��-:� -� , �- , , / - � , /a,pl I - 1. . --- -- \ - // I -- ----- --.1 I - -,� -- / � 1. L , 77'�- -�,- , "---. ; I \ - � -- - - -- , ,,, I ,." �� ----- -., d , ,I \ "I I --, - - - - -- , I I ,- , - �- ---, - / a \ ; ` 1, I - - - � diameter of flexible tubing in (orifice+2") 6.0 - .- - X\ N -'/--- ---.--x---- " , 0 - -- . - / /� � - -- ; \ \ �---� 1.11 - ". - - - I I %, , �k I-, ,-' -- r,�------ - - -- - ,, - -- i 11 k I �t' - , 1, , -,-S��' ' - - .� - - / 11 '-.. . I I I - 11 'L. - - . . L , - - I :- %�-�� - - � . .- I;_ ... . L ,__ " L . -� I .- I . I . I . � IG- . � � U CRAIG W. J;� % I 1� - --:��--��--:�'- - - - '� -- "-Z-t= �- L -- - -- - -- - - ��' ,:- - .' -.: - L 1, TARSfa $: \ - - \ I I � -��: -1 : - - - L -- 1\ L J�� . I . � �� � - -�- ',,` - � � 'L � :% '- � ------'---'------ ' --'-- ' ----- --- - � L , . .. 1. I I -1- L I- I 11 . - .. - I - I . I I � ,L 1. I .1 . I L �, . . --' '/ - " .--- ,-. - ; ,- - _ - -- , _� ; No - - - .1 I I I L, I - ,--.,--"-. 1--1,--�-!��--�����..�,��l--.,-.-.---..�� collars: I IIIA L .. I . 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SHOWALTER CHECKED: C.KOTARSKI SCALE: Ill w 30' 0 2012 SHW Group ISSUE: FINAL SITE PLAN 05/27/2014 REVISED PER COMMENTS 03/27/2014 REVISED PER COMMENTS 04/30/2014 REVISED PER ACSA COMMENTS 05/20/2014 REVISED PER VDOT COMMENTS 05/27/2014 C - - B A SHEET TITLE: EROSION & SEDIMENT CONTROL PLAN -PHASE 11 SHW Project: C3.2 3113.008-00 * immommom EEEEEi mimmo■mim LIMITS OF CLEARING AND GRADING - DRAINAGE DIVIDE . (SAF _SAF SAFETY FENCE 3.01 SCONSTRUCTION ENTRANCE 3.02 SF ( X X SILT FENCE 3.05 8 )()( )()( SUPER SILT FENCE 3.05 (D 0 INLET PROTECTION 3.07 Sm CULVERT INLET PROTECTION 3.08 DD DIVERSION DIKE 3.09 e CLEA1b., 00 WATER DIVERSION N PIP, 3.09 SSEDIMENT BASIN 3.14 S_6104 TEMPORARY SLOPE DRAIN 3.15 SGQ;566Q OUTLET PROTECTION 3.18 S, TEMPORARY SEEDING 3.31 (PS) PERMANENT SEEDING 3.32 1 1 1 MULCHING 3.35 SSOIL STABILIZATION BLANKET 3.36 TP •TP TREE PROTECTION FENCE 3.38 S DUST CONTROL 3.39 * "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER 10 SHWGROUP ARCHITECT& I ENGINEERS I PLANNERS 609 EAST MARKET STREET SUITE 202 CHARLOTTESVILLE, VIRGINIA 22902 P 434.295.8200 F 434.295.8601 T11 �� '1-' 0 T" " 1 4 1.(?L^4� (6- " �Al 11�Sla �) � - - I G . L - Q -C- R_AIG W J_ - k6tAIRSM 5: Lic. 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I / \ \ --- -- - _ - -- - �- \ \ \ \ K'\ \\ \ } --- II / / / / \\ \\ \` ---__ - - ._ _ - - \ \ \ \\ \ \ \\ \ \. \ - - i \ Ni \ \' / /' /i /l \ \ - _r �_ - - ' ._ _ - I _ - r f \ \\ \ \ 1 i \\ �', / / ...` // \ \ - e , - 580.23 \ \ \ \ \ \ S$4 \ ,� \ \ � \ \ \ \ \ \ <' ` ` - - - .- 1 1 /`,_._ \` ./-� / ^ J, /-.. \ \ / _ '-' _'- - _+' _ n-".- ' _ __ __ _•-. - \ \ \ l t , ,, y t t F {�) \I `) \) \ ), \ - _. - / / / i l `! / 11 \� f \ ` - .e, - e 579,07 r - - t \ \ t \ , 1 1 t 1 \ \ \ K` \, \ \ \ \V_ _�_- / ;� � i l '\ '\ '` f; \ " ' ,,. � ,-- J J - _-- / 'a t } t t i t y , \ \ 1\ \ ` \ \ )\ x� )I 1 _ _ L2) IRRz1G. I 1 Il l \tv, \ \\ % j' /! - 577.87 ',a , \ \\ \ \ \ I I \ 11 I "I �• \ \ \ \ \ I ' _ _ VA!_ VE S - ` l 1 /' ( '1 `` \ `° i ' �, a . 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ROBERT F SCHMUNK \ & GLADYS F_. SCHMUNK DB. 2097; PG, 285 ZONED: R6 RE'SIDENTIAL. SING L' E FA MIL Y RESLDEN TIAL TAX MAP PARCEL 45 -9I D CURRENT USE: RESIDE N77AL \. \ \ \ \ \ \ \ \ I X \i \ 1 ," ' .._ --- x-_..- f __ _..- - _ _ _ - _ _ -. - _ _ _ _ _ - .. -. -•- --- - _ _ - _.. __ - .t , / a . I I { I I ) \ \ \ �\ \ \\ \ k 1 VALVE _X _- °° -- -- _ - _ - _. ---_- rip_ - -- __ -- - \ / \j a 11 \ \ \ \ \ \ `� \ \ \ \ \ `E�}X\ ` ' rS - - Y. _ _ -- _ °_ - - _`_� - -- - - - - '- ___ °" _ ._ J _. _ \ \ - f / / / 0 �,� C�a as l I i ' I I ! \ 1.04 \ \ \ i ) 1 \ ` \ \ \ \ \ ` ` \ \ ' /\ - - -- --y -- - -- _ ---- - _ _ __ -._ - _ - __ - -' - - _ - _ - - ..-- _. N11 \. ' ,/ ; I I ` �' \ t - \ / / / \ III 0 \ \ \ \ I�� \ \\ \ \\ \ \\ \ \\ \ \ t )\ \ \ __ 5--- -° � -_ "_- _ -�_ - - -_. _. - - -- - ...- -- �-. - -__._ - - - _ - - �, - - -` _ _ - - - - °_ V__ \ \ \\ \ \ \ \ \ ` 57 5 / J r ` 'a \a 578. i i 11 I I \ \ - - - \ \ \ \. \ \ --- - - _ _ -- _ __ __ - _.. _ - -- - - -- _ - __ __ -- - _._ - -- - . - _- , - ._- - - - __ - -'- ' -- -- \. \ \, 579.40 f \ a 1 ' I \ a. \ \ q ?\ \ \ \ \ ` \ \ \ \ - w -- -.__ ._- - - -._ - __ - .....-. --_ _ _. - - - __ _ - - - - _ .- - __ - _- �- W - - -- - - - - -- - - __ -- - - - - * `, \ \ \ - / a \ - 1 ► i { _ \ \ ;\ \ \ \` \\ \ \`� \ \ \\ - -._ -� _'_ 0--_- - -.� - -- - __� - -- ; -_� =- --_ - _ _- - ~ -__ -_ - -- _ - -7� - -� -- -- . \` \\ \ \\\ \ \ \,. \ \\ \ I , 576.8] _ �- // 1I IIII \ - \ `\ \ �' \ \ \ \ \ ,, \ \ \ \ \\ ' -- -_- __ ._-°•- - -._ _ - - - - _- _ _ - -- - -- _ _ -- -a- - - = - ^ "- - I - -- -- ' _'_ __ J 1 - ' \ \ \ \ \ \ \ \ \ - / I I I I \ 11 \ \ ;) I1 \ \ \ \, \ \ �` \ \ , _ � -- __ -_ ° -_ - - - - _ '- _ - - - - --- __ - -- __ -- - - - - ` " - - :' _ _ - \ \\ \\ \ \' \ \ \ - ' ' I I I i \ -- E \ \ \ + ; \ \ -_ -�- Y _ .__ .� - �7� - - _ - _ - - _ - - _ - _ - _ "- �."�,.•' � I - ' I - \ \ \ \ �•.�___, - / - r 570.08 / II ` 1 'S� 1 \ \ 1a\ \ \\ \ -- _ - --- - _ -- __ �- a ___ _.__ - -- -`t,a ins i 1 - \, \ - 578 td' \ \ \ \ ~ \ \ \\ \ \ \.. _ - _.. -- - - _ -� _ ` - _ - -- `� _ _ _ _ _ - _ _- _Q_ __ - v _ _ .- - _ -- ._ \ \ \ \ _ ` l / /' I i \ \ \ \ � 1 \ \ \ ` \ \ . _ _ -- - -- _ - '- - - -- -__ - - - -r _ _ _ _ y _ - _ r_ -- ___ /\ 574 _ - 60 S7 \� 1 \ \ \ \ \ \ \ \ \ \ �, - - _. - _ _ .- _ -- - _ - - _ - - -- -- -- - - _ - - .__ - - - `_' ----- _ __ - _ 572 - 5 .06 \ \ a_ _ � _ __ _ _ - - ,-- r --__.. _ '-_-_-_ '�`� _- - - - - -- -�� - - _ __ \ 67 _ _ - - /- "`,•5i - ' \ i \ \ \ I _ I- _ \ 0 - -- - _ - _ __ , - _ - _.._ .. -_ - _ _ _ __ _ 1 I ' _____ _ _ �__._. -_ _ _ _. _ _ _ _ \ \ ., - - -__ - - ._:.._.- I - _ �� - -- 5�8 TC 567.2 I - - -- - . - -- - - -- -- _` - _. _ -- J \ \ 1 - 5 d . 0 • :.. .sue sjr / \S 1 \ \ \ \ \ \ \ - - - - - - - - - _ .- -_ - - - - __ -- _ _ __-G -�_ �_� = - --- - -- - _ _ ..� - _ .. .r _-..:- <;_ : ; �a \ti : < 55.50 \ 6 �9, - �0 \ / / I I �s \ 11 1 --�" \ ` ��� -\ _. _ ____ _--__ c 1_._ -- -- `. _____ � _-__-_ - --- ____ -- - -__ ----- -_ -__ __ .-._ _ --- f - - : -- - - -� _ ., , _ \ 6 .8n . ~ `- - \ f / \ \ - - 5 --� �� � \ < � 5 ' � � �`" " 567 .� 1 1 57 � \ \ \ \ \ \sx ~' _ _ _- .-.----- - - - - -- _ - -- -- - - __ --_ - -_• , r -. _ _ -_ _ _ ._.._. ti 4 \ \ \ ' . ;...' \ _r - , . :�y .. 5 7 , I Iv v r ! - -- __ - - - - _ _ _ r 1 I v 'v ' / . 566'38' i .' `. >. �` .. 57:5Cfi` / \ 7 + I \ \ , \ \ \ •\ \ ,L \ 1 \ (� m,_ 1� �� 1 y ; \ \ �. 566 "7- 566.9 ` \ l r � � : � ; : \ ��\ I 1 \• \ \ \� \ \ \ `\ , I I 1 \ %\ \\ .- .. � . \ TC 566.58 TC 567.79 1 \ \ \ ` 1 \ I \� \ y \ ) 566.06 / \ 573.50 a ( c \ i 1 t \ \ \ 1 i \ ` \ r \ 1 \ V4 \ 1 1 \ \ \ �b \ \ \ \ I 1 i \ \ \ ... / \ '67�- - \ - ' 1 1 `\ \\ \ \ \ \ \ \i \ I I II \ \ \ \ \ \ 567.20 �< �` <; :. 4 . 11'...i .. TC 565 60 _ TC 568.75 \ \ \ \ I \ \ 1 1. �� ` \ I \ 1 I I I i \ 1___- _ - - --f �,. \ I ( �� �'j 1 I \I i is \ \ / er f; \ y 57�4,50 \, \ \ \ \ V A I I I i -,��) _ t \. _ \ _ - 568:21. \ 2 ' D \ \ i\ \ \ I 1 \ -------- \ 1 -� 565.55 i, !T1±V 565.60 �- /i \ \ _ _ - _ 68.67 ``� 6� \\ \\ \ \ \ y \ t ! I IB1f�/ 565.50 \ \ \ \ \I \�\ i i ! \I • TW 567.10 1, �'I / ! \ ,,fi 57 -1- \ \ \ \\ , \ \I\ ) )\ I \l t1 11 i \\ . 1 TW 567.10 BW 565.55 ! / TW 565.22 ycorO / / / \ /, 568. 1 \ \ ` ` \ \ \ \ I t \ � 1 \ i I I ` I TW 567.10 BW 566.50 11 / BVkI 564.41 // 566.2 / , \ ` � --- I \ \ , \ \\\ )\ , \� \\ \i t 1 11 \ i\ 1 i ` \\ I BW 566.75 BS 565.55 ( - _ - - % r ` y ° 569:266 - \ \ f TS 567.05 i 1 \ _ ' � _._. ` � - \ TC 51.6 ,, 566.03 - " i \ 11 \ \ \ \ \ \ 1 1 I \ t I \ 1 TS565 92 -- _ - - .. - ' \ \ , r \ t \ \ \ I \ i I \ ` 1 I I \ 1 ., " . 1; < ' �' < -\ - _ .- 5.83 - _5 9 _ ° ' \ \ \ \ ' , \ \ -- -_ -_ __ \ t \ \ / \ \ \ \ t { ! 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J.< '/f 1 _ r - QQ�� _ 4�'4: , . \ -'. \ \\ \ ( \\ ` \\ \\ \ \\ \ \\ \i I \\ /' r TW 567.05 \ '?mow;"_ \ _ :!{ �'` \ �\ \ \ \. ` \ _ _ - - - ; _ - " \ \ \ \ \ \ \ \ \\ \\ '\ 11 _ r \• \ � ., \ \ \ \ \ i I 1 \ / 11 BW 565.50 564.55 ,\i . _ - .9 1 1 `\ \ \ , \ \ \ - _ - .,-� / \ \ \ \ _ _ \ �, , \ \ \ \ \ \ \ i I i I \ 4` -� - TW 565.55 \ \ \ \� \ \ \ \ _ - - ` - - \ \ \ \ ' \\ \ \\ \ \\ ( 1 1 11 1 BW565.25 / c� j I I/ , I \� \ \� \\ \\ \- - - -- -- f 5�-- fir, " \ ~ \ \\ \ \ \ \ \ i i I I 564.59 11 \ i , \ \ \ \ -1 // - r - - ,.. 1.. \ \\ \\ \\ \I � )i I; 1 I I I i - 564.70 1 I � +I I It i i a 2 7 \ \ \ \ \ \ \\ \ _ / ' - 557 _ \ \ \ \ \ \ \ i I 1 i I , 64.41 / ' 1 i _ t \ \ \ \ .� � -- 5'65 ~ \ \ 564.33 TW 5 1 I 1 �i \ \ \ \ - - � � \ \ 11 11 I i i i i i i 11 67 20 BW 564.41 i I I i I i \ \ \ \ \ \ _ -- ; r �.,..� ~ \ 563 \ \ \ ` \ \\ \ \ \\\ I , I I 1 I I Izfcw i - ---. �\ I -- - - 1 I 1 � I 1 I {\ \\ \ \,\ \ ,,-> --- ^ - - 1 J 11 �\ \ \\ \\ \ \\ \) \ \ \ (( 1 I i I .,1.' 567.20 \ - --- - - - - -- I -- - -- i i� - ' - - . 55 - \ \ \ , \\ \\ \ \ \ \ i 11 I I I i i i ' < `.. ; . \ I II - i I 1 \ \ '1- _ _- r '' ;- ''_ 587, ----� v a \ \ \ \ \ ,\ \i 11 `\ `\ \ \ t \\ 1 1 i i 1 ., o \ \ \ \ i -1 < ; a._ N i 1 i- - - - -- - -..i i 0? ----.�' - ,- r -555 - \ \ _ \ \ \ 1 \ \ \ \ ,\\ \\ \ I1 y$• ....• ' J 1 I I , III\ -_' /_' _ "- \ \ \ \\ \ \ \ \ \ \ \ I \\ \ \ \\ \\ \\ \\ \ \ \ I I I\ - \\ .< :1 567.20 1 ------ . - - - -- I ---- -� - \ \ \ t 1 \ 111 � -- _ -_ -- -- - - ` \ \ , \ \ \ ) \ \\ a yl , \ \ i 1 I 1 - _ -- - - \ I I _ ! _ i \ \ i/ - _- _... _ _. _ - `\ \\ \ 1-1 \\ ` � i \i \\ \ , \ 11 \\ d1 \\ \ \ } \ \i 11 I i I I i1, \ Wl> I ' .'. (( + I _ / / \ y5 / \ \. �~ 1 i { t \ "'��`/n1 t \ 1 1 i i \ F \ It - - -- _ i _. � _ - -'.? :; 566 08 . i ! - - -- \ \ ' --- 5�g -- . ` v ,-- wy , i I i { \ \ il. \ \ t \ \ \ 1 1 'I 1 I I ry' I _ I-_ --- � _ _ j,._ _ ._. - I /<. •4, - . I i -- \ �'` \ \.. ..,_ \ y I \ \ \\ \ \ \\ \ i 11 11 I 1 11 I 1 l `' \ _- _ t I _ - - I ^�` l_ ~ 1- �� --� _ - �.`S_ - - -�a� `564:14 < 66 S567. 567. / r . J i \ \ \ „\ \ _� _ _ r - - _ _ - \ \ \ \ °e , y I I , I 1 \ r \ C 554 14 BS 565.88 - ° i i \ \ i 111 111 I� ( \ - - �_� L-.m < . < ..� ?. / \i iI \ °, \ 1 1 1 /\ I \ a tI; 111 _ - <, �.• ... <.,. ' < :< __ _ ,-• _ - \ )I, + .' __ '� I , " , , i \ 1 i ` I TC 563.70 1'C 4:C4. / / i i I t - `\ \ / 1 1 1 I I \ \ \ 1 1 1 1 1 1 1, I _ ` .. ,-- ':. // / � �! I 1 I 1 I \ \. � / I 1 I �� i J J .: : \ \ I I I 1 1 I I I �� \_ 1 1 I \ <. .: 1 C 51;1.51 11. I I I I I ._ _ .- 1 1 \ \ 1 7 I + 1 1 , I \ 565. M + / 1 i\ I / - / � / / I i \ \ i1i1 1i i1 \ TG 56.1 \ I G �' ! 1 ,/ / � t. / /! 1 \ ' 1 I I \ t ; I ` I 1 1 i i 1 I 64.64 - 56 564,$4. ; ' C 563.53 _ / ., --�'' _ / I 1' /„ r ' \ \ l / 1 / / � I I I \ \ 1 i I 1 I I 1 I I I I �\ I `-- `- �- TC 56 "' y .. i ./ .m < - 61 r ' / /1 Y /1 ' _ _ 1 \ .. - � / 1 I / / 1 1 I i I 5 3 a! s f�N� " •' „\-y. . . . . ..: .. .. < / ..- l / / _ - - / \ \ i -� j \ 1 i \ ii w °-r--: .... -� _. 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" �,,�// "_ ., - , \\ I \ / I \ I ��<,�, �'v I,, - �- 1�1 �/X ,_ , / 1. \ " \__ __ _ _. 111 �', . ,-----.-",--,/ % \ \ , , -� - I L \ � ,-,>',, � , '\ �, F-,,-- ,-��-, -, - I',, \1 /I " " X ,,,� 11 / � �L\ - \ 11 11 I " - � � \ ' ." " :,,, - ,� � V , , __ 1� ,-- __ - - 11 / >'_,- -, �,,- I 11, I *�_,__ -, -__ !A ,.1_11 , �� A -AN A, L Y81 - § i- - - " � � � - ____ / / � t _-, -, ,> ,,, __ - J / I PoSt DEVELOPED DRAINAGE "'4k ,-,.I-- -= \ 1, " 11,�, ��', I __ I\-, '\ _f___ _____ - - ____ _ , - I- I DOWNSTREAM CHANNEL ANALYSIS ALL STORMWATER FROM THE PONDS DRAIN IN A CLOSED PIPE SYSTEM ACROSS THE RIO HILL SHOPPING CENTER DOWN ACROSS ROUTE 29, EVENTUALLY ENDING. UP BEHIND THE WOODBROOK NEIGHBORHOOD, AT THIS POINT THE PROJECT'S CONTRIBUTING DRAINAGE AREA IS LESS THAN 1% OF THE OVERALL DRAINAGE AREA, I � � I THE REDUCTION OF THE POST-DEVELOPMENT FLOW RATES TO MEET THE PRE-DEVELOPMENT FLOW RATES WILL NOT OVERBEAR THE EXISTINiG I . SYSTEM. FURTHERMORE, THE ADDED VOLUME OF STORMWATER WILL NOT HAVE ADVERSE EFFECTS ON THE MANMADE SYSTEM. I I UPPER POND DRAINAGE AREA PRE-DEVELOPED AREA TO UPPER POND DRAINAGE AREA = 13.14 ACRES Cn FACTOR = 90 Tc = 18 min. PRE-DEVELOPED FLOWS OUT OF UPPER PO)ND Q2 = 9.00 ds Q10 = 10.97 Ill . Q100 = 34.59 ds I POST-DEVELOPED AREA TO UPPER POND . '5RAINAGE AREA = 13.25 ACRES I I CN FACTOR = 68 � . I POST-DEVELOPED NORTH AREA 1 TO UPPER I POND . . I DRAINAGE AREA = 1.79 ACRES CN FACTOR = 71 Tc = 13.1 min. POST-DEVELOPED NORTH AREA 2 TO UPPER POND DRAINAGE AREA = 0. 1 1 ACRES CN FACTOR = 91 T . c = 5 min. 'POST-DEVELOPED FLOWS OUT OF UPPER . POND . - - WATER QUALITY ANALYSIS I TOTAL PRE POST AREA IMPERVIOUS IMPERVIOUS 1 i I AREA AREA Ipre Lpre Ipost Lpos 5.38 Ac 2.05 Ac 3.06 Ac 38.10 4.82 56.88 6.89 AREA TO IMPERVIOUS TREATMENT AREA REMOVAL POUNDS Itil Ltreat RATE REMOVED 3.90* 1.52 38.97 3.56 50% 1.78 2.26** 0.92 40.70 2.15 50% 1.07 *TREATMENT SYSTEM IS A CARTRIDGE FILTER #1 ** TREATMENT SYSTEM IS A CARTRIDGE FILTER #2 TOTAL POUNDS REQUIRED TO BE REMOVED = 2.55 POUNDS TOTAL POUNDS REMOVED = 2.85 POUNDS � LOWER POND DRAINAGE AREA I PRE-DEVELOPED SW AREA TO LOWER POND DRAINAGE AREA = 0.81 ACRES Cn FACTOR = 61 Tc = 17.2 min. � PRE-DEVLOPED NE ARE TO LOWER IOND I DRAINAGE AREA = 2.14 ACRES Cn FACTOR = 78 Tc = 6.6 min. . PRE-DEVELOPED FLOWS OUT OF LOWER POND I � . I . Q10 = 21.43 ds: - Q100 = 31.91 ds, � . I � I POST-DEVELOPED.SW AREA TO LOWER POND DRAINAGE AREA = 0.81 ACRES I I Cn FACTOR = 61 Tc = 17.2 min. . I I . � I POST-DEVLOPED NE ARE TO LOWER POND . DRAINAGE AREA = 2.03 ACRES Cn FACTOR = 77 1 Tc = 6.6 min. , � POST-DEVELOPED FLOWS OUT OF LOWER POND Q2 = 12.25 ds � Q10 = 20.44 ds I I 0 . 2 = 8.10 ds I q.LUU = "U.04 V.M . I Q10 = 10.61 ds . I Q10Q = 58.61 ds - I � � I 8 . . � 9 RR (1-post - 0.9Lpre) 2.55 I NORTH DRAINAGE AREA PRE-DEVELOPED DRAINAGE AREA DRAINAGE AREA = 5.69 ACRES CN FACTOR = 68 Tc = 13.1 min. Q2 = 8.96 ds Q10 = 20.34 ds Q100 = 36.28 ds POST-DEVELOPED DRAINAGE AREA DRAINAGE AREA = 3.90 ACRES CN FACTOR = 75 - . . Q2 = 8.84 ds I Q10 = 17.52 ds . . Q100 = 29.01 ds f � _j H SHWGROUP ARCHITECTS I INOINEERS I PLANNERS 609 EAST MARKET STREET SUITE 202 CHARLOTTESVILLE, VIRGINIA 22202 P 434.295.8200 F 434.295,8601 . . � XLT.0 I �Ip I I I % I ) 1,;k t.,Iej �� G ) CRAIGW J. KOTARSKI 5 Lic. No. 0402048507 F ARCHITECT NAME REGISTRATION # 1113/2014 ALBEMARLE COUNTY PUBLIC SCHOOLS 0 /"-_#�_ - 0 11 E /r I LL I LLLLLLL arle C �11 Pubhc Schools AGNOR HURT — ELEMENTARY SCHOOL RENOVATIONS AND ADDITIONS 3201 Berkmar Drive, Charlottesville, VA 22901 Agnor-Hurt ES Addition - VDOE #2-16-00-101 IFB #2014-05011-41 D DRAWN: J. WILSON & J. SHOWALTER CHECKED: C. KOTARSKI SCALE: lit = 60' 0 2012 SHW Group . ISSUE: FINAL SITE PLAN 05/2712014 REVISED PER COMMENTS 03/27/2014 REVISED PER COMMENTS 04/30/2014 REVISED PER AOSA COMMENTS 05/20/2014 REVISED PER /DOT COMMENTS 05/27/2014 C 8 SH TIM - � I I STORMWATER BMP PLAN I I A 1 H G F E L C D i 0 N 4 A =I c a.4 M O O "rte, r 1 2 3 4 VDOT STD. DI -1 WITH DOME GRATE ELEV. 532.99 ° 100 YR WSE = 534.71 = Q 10 YR WSE = 532.99 S7 2 YR WSE = 529.09 BOTTOM `. ELEVATION 523.'17 11.5" DIAMETER CIRCULAR; ORIFICE IN RISER INV. 523.17 5 Drainage Summary Table ,Agnor Hurt Albemarle County 3/32/2014 Structure Number Description Length (ft) Invert In Invert Out Slope % Rim Elevation Remarks Culvert# 15" RCP 83.38 589.00 586.50 3.00 - With (2) ES -1 Ditch to Str 112 48.39 566.00 565.50 3.10 1 - EC -2 Matting Ditch to Str 204 80.65 570.00 567.25 3.10 - EC -2 Matting Ditch to Str 304 95.42 570.00 568.50 1.60 - EC -2 Matting Ditch to Str 306 386.53 590.00 573.50 5.00 - I EC -2 Matting 100 DI -1 - - - - 560.62 - 101 15" RCP 94.99 554.51 553.56 1.00 - - 102 DI -36 - - - - 559.14 Length 4' 105 15" RCP 106.33 555.57 554.51 1.00 - - 106 DI -313 - - - - 561.69 Length 10' 107 15" RCP 142.42 557.34 555.67 1.17 - - 108 DI -36 - - - - 561.44 Length 6' 109 15" RCP 89.76 558.90 557.50 1.56 - - 110 MH -1 - - - - 563.88 - 111 15" RCP 133.45 561.00 559.00 1.50 - - 112 DI -1 - - - - 565.25 - 113 8" HDPE 84.47 563.14 561.87 1.50 - - 114 12" Circular Basin - - - - 565.90 Pedestrian Grate 115 W HDPE 22.58 563.58 563.24 1.51 - - 116 12" Basin - - - - 566.13 Pedestrian Grate 121 15" RCP 28.69 550.84 549.41 4.98 - Tie to EX5 122 MH -1 - - - - 555.20 - 123 15" RCP 28.86 552.28 551.20 3.74 - - 124 DI -38 - - - - 556.28 Length 6' 203 15" RCP 135.59 563.02 559.36 2.70 - - 204 DI -1 - - - - 567.25 - 212 DI -3C - - - - 563.36 Length 8' 213 15" RCP 71.13 557.39 556.32 1.50 - - 214 12" Circular Basin - - - - 563.92 Pedestrian Grate 215 15" RCP 34.62 559.73 559.38 1.01 - - 216 12" Circular Basin - - - - 562.90 Pedestrian Grate 217 8" HDPE 68.38 560.95 560.31 0.94 - - 218 12" Circular Basin - - - - 563.90 Pedestrian Grate 219 8" HDPE 36.94 561.42 561.05 1.00 - - 220 12" Circular Basin - - - - 564.50 Pedestrian Grate 301 15" RCP 149.49 562.77 559.36 2.28 - - 302 DI -36 - - - - 567.47 Length 8' 303 15" RCP 57.32 564.40 562.87 2.67 - - 304 DI -1 - - - - 568.50 - 305 15" RCP 35.53 568.42 564.50 11.03 - - 306 DI -1 - - - - 573.50 - 400 ES -1 - - - - 551.71 - 401 18" RCP 62.55 552.59 550.00 4.14 - - 403 18" RCP 33.44 556.08 554.92 3.47 - - BAYFILTER #1 - 564.92 552.59 - 564.04 - SAYFILTER #2 - 552.62 551.96 - 564.04 - TOP OF DAM 01' ELEVATION = 535.00 F7 \ - , - BOTTOM OF \ EXISTING \ TOP 0� DAM EMERGENCY \ SPILLWAY ELEVATION 527.00 121, [.�Cp ELEVATION 533.75 X100 YR WSE = 519.48 INV. 519.10 10 YR WSE = 514.46 / ACROSS BERKMAR TIE RISER TO EX PIPE \ ° i DRIVE TO RI10 HILL INV. 523.17 \ _ 2 Y_R_�_ E 51165_ _ -_ _CENTER - �BOTTOiVI ELEVA'ilOh�l 512.06 C-- INV. 512.06 EXISTING DETENTION PONDS WITH RISER ADDITION DETAIL No Scale I. 7 7 8 0 10 TO BE PLACE 6" NYLOPLAST DRAIN BASIN WITH PEDESTRIAN GRATE BELOW GRADE IN GRASS AREAS (1, 2) INTEGRATED DUCTILE IRON "^ FRAME & GRATE TO MATCH BASIN O.D. (3) VARIABLE INVERT HEIGHTS AVAILABLE (ACCORDING TO PLANS/TAKE OFF) MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER RECOMMENDATION (MIN, MANUFACTURING REQ. SAME AS MIN. SUMP) (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4'- 30" FOR CORRUGATED HDPE (ADS N- 12/HANCOR DUAL WALL, ADS /HANCOR SINGLE WALL), N -12 HP, PVC SEWER (EX; SDR 35), PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC WATERTIGHT JOINT (CORRUGATED HDPE SHOWN) 1 - 12"- 30" PEDESTRIAN GRATES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70. 50.05. 2 - 12" • 30" FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70.50.05. 3 - 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. 110.085• 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM 03212 FOR CORRUGATED HDPE (ADS N- 12/HANCOR DUAL WALL), N -12 HP, & PVC SEWER (4- - 24 "). 5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360 °, TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012, 6 - 12" - 24" PEDESTRIAN GRATES SHALL MEET H•10 LOAD RATING, 30" PEDESTRIAN GRATE SHALL MEET H•20 LOAD RATING (SEE DRAWING N0.7001. 110.144 FOR H -20 TRAFFIC LOAD GUIDELINES). - 12" MIN WIDTH GUIDELINE 6" MIN THICKNESS GUIDELINE (5) ADAPTER ANGLES ARIABLE 0° • 360° ACCORDING TO PLANS (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS (6" MIN. ON 12" - 24 ",10- MIN. ON 30" 4" MIN ON 12" - 24" JF BASED ON MANUFACTURING REQ.) 6" MIN ON 30" THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS 11 MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED 12"- 30" UNIFORMLY IN ACCORDANCE WITH ASTM D2321, 18' OUTLET 18' INLET 24' F &C - ., ; ' ".7; '••'i '': 36' F &C 24' F &C .;' RIM= 564.04 RIM= 564,04 FILTER • •' �• INLET ` TROLLEY--,,:,.' • •' +' 18" INLET V. TROLLEY ° INV= 554,92 BYPASS WEIR ELEV= 555,09 ';• STEPS ?i;�: FILTER ;e .• ,. • INLET ` O ,.; • y" y•; 18' OUTLET - , Al"• INV = 552,59 36' F &C Angor -Hurt Elementary School VA March 25, 2014 BayFllter Flow Based, Sizing Calculator 1 Computed Treatment Flow cfs Flow Rate Per Cartridge m 45 Number of Cartridges Required 8 BAYSAVER Cartridge Type EMC Ti:CHNOLOGIES 800- 829 -7283 AGNOR -HURT ES Treatment Flow Provided 0.80 WWWAAYSAVER,COM BAYFILTER 8 -12 -8 Vault Required Xi 75, DESIGNED: TEP DATE: 3/25/14 PRELIMINARY DETAIL DRAWN: EKH SCALE: N.T.S. CHECKED: PR DWG NO: BAYFILTER CHAMBER #1 No Scale 36' F &C 24' F &C 15' OUTLET 15' INLET RIM = 563,02 RIM = 563,02 ---a' 24' F &C I• �•! •``• son .4 T 20 ' •: ;'' 15' INLET TROLLEY ;, INV = 552,62 '' FILTER ' INLET :.. :., ' BYPASS WEIR " ' ELEV = 554.46 STEPS ' .' FILTER TROLLEY ` ', ;'� �.. INLET •' 0 0 v 15. OUTLET •' INV = 551.96 '''R +�.'1+;'•j •�° .r' ^,° ••�•• try. .•'v' t f `j' 'r •.•4 °•`�'i.,.'y, ..•• t. ,�., .t 36' F &C REV DESCRIPTION DATE APPR NOTES: Adlbk BAYSAVER TECHNOLOGIES 800 - 829 -7283 AGNOR -HURT ES WWW.BAYSAVCR.COM BAYFILTER 8 -9 -6 DESIGNED: TEP DATE: 3/27/14 PRELIMINARY DETAIL DRAWN: EKH SCALE: N.T.S. CHECKED: PR DWG NO: BAYFILTER CHAMBER #2 No Scale 8 E "SHWGROUP ARCHITECTS I ENGINEERS I PLANNERS 609 EAST MARKET STREET SUITE 202 CHARLOTTESVILLE, VIRGINIA 22902 P 434.295.8200 F 434.295.8601 (, (UOC J. KOTAR5KI No. 04020485077 S�aT /ICI rONAL is F D C B A ARCHITECT NAME REGISTRATION # 111312014 ALBEMARLE COUNTY PUBLIC SCHOOLS emarle ZoLnt} Public Schools AGNOR HURT ELEMENTARY SCHOOL RENOVATIONS AND ADDITIONS 3201 Berkmar Drive, Charlottesville, VA 22901 Agnor -Hurt ES Addition - VDOE #2.16 -00 -101 IFB #2014 - 05011 -41 DRAWN: J. WILSON & J. SHOWALTER CHECKED: C. KOTARSKI SCALE: NA 0 2012 SHW Group ISSUE: FINAL SITE PLAN 05/27/2014 REVISED PER COMMENTS 03/27/2014 REVISED PER COMMENTS 04/30/2014 REVISED PER ACSA COMMENTS 05/20 /2014 REVISED PER VDOT COMMENTS 05/27/2014 SHEET TITLE: STORMWATER DETAILS SHW Project: C6m2 3113.008.00 8 E "SHWGROUP ARCHITECTS I ENGINEERS I PLANNERS 609 EAST MARKET STREET SUITE 202 CHARLOTTESVILLE, VIRGINIA 22902 P 434.295.8200 F 434.295.8601 (, (UOC J. KOTAR5KI No. 04020485077 S�aT /ICI rONAL is F D C B A ARCHITECT NAME REGISTRATION # 111312014 ALBEMARLE COUNTY PUBLIC SCHOOLS emarle ZoLnt} Public Schools AGNOR HURT ELEMENTARY SCHOOL RENOVATIONS AND ADDITIONS 3201 Berkmar Drive, Charlottesville, VA 22901 Agnor -Hurt ES Addition - VDOE #2.16 -00 -101 IFB #2014 - 05011 -41 DRAWN: J. WILSON & J. SHOWALTER CHECKED: C. KOTARSKI SCALE: NA 0 2012 SHW Group ISSUE: FINAL SITE PLAN 05/27/2014 REVISED PER COMMENTS 03/27/2014 REVISED PER COMMENTS 04/30/2014 REVISED PER ACSA COMMENTS 05/20 /2014 REVISED PER VDOT COMMENTS 05/27/2014 SHEET TITLE: STORMWATER DETAILS SHW Project: C6m2 3113.008.00 G F 575 570 565 560 655 550 545 540 1 B O PROP, t�01 00 C: 0 Mo. L4 z 2 g 100 RIM 563.02 to V- z 0 0. > > LD o < 0 > > 0. > 0 INV OUT 551.96 (EX3) Z APP APP OC1 42. m 2 M � M 575 to 0. C OO CL.m 00 o U.) 10-0- ELE� ELEVATION om vi ILOD 4) t,: CLO4 -: luo-, + L6 (0 0 to " L6 N'g 0 W D + Zooms F- V- U') Z 0 Ln Z g82 + F- (L - 0 o > > 0 a_- > > (40 Z z V- CL T- V) 0 CL >z C? 00 V- A C6 Lo ES to v- LD 5 N: sF PPE III 0 + LO Cq V- tp Z T MIN < > 1.- 0 z U) 1- 0) V- N. 0 4 r' 560 67, O 03 i 1.0' N IN. a m `-C 8 ci A 8,.. L18) OP CP O RCP p 0i ac 575 570 565 560 655 550 545 540 1 2 1 3 1 4 1 5 I 6 I 7 8 I 9 I 10 V- V- ug 06 51) F- tv- too + C 'no F- cc ko NP tq Lun) LO qT U') C4 ED -: LO Ln 8 :s f,� ce) + T z 0 M Cf) tn u) F- (L C? + T.: :D C? + 0) Lo II- 0 > > ce) w 0 =1 o LO Z 0 in Lo D Z Z T- r- Ln Z CL 0 66 g Z Z 'L > > C) 0 > > F- - - 0 to F- Z Z V- CO Z Z LI) Z 0 —0 > > VI N O PROP, t�01 00 C: 0 Mo. BAYFILTER #2 z 2 g 100 RIM 563.02 to V- z 0 0. > > LD o < 0 > > 0. > 0 INV OUT 551.96 (EX3) Z APP APP OC1 42. m 2 M � M 575 co V- c) m T- It r- 0. C OO CL.m 00 o U.) 10-0- ELE� ELEVATION om vi ILOD 4) t,: CLO4 -: luo-, + L6 (0 0 to " L6 N'g 0 W D + Zooms F- V- U') Z 0 Ln Z g82 + F- (L - 0 o > > 0 a_- > > (40 Z z 2 1 3 1 4 1 5 I 6 I 7 8 I 9 I 10 V- V- ug 06 51) F- tv- too + C 'no F- cc ko NP tq Lun) LO qT U') C4 ED -: LO Ln 8 :s f,� ce) + T z 0 M Cf) tn u) F- (L C? + T.: :D C? + 0) Lo II- 0 > > ce) w 0 =1 o LO Z 0 in Lo D Z Z T- r- Ln Z CL 0 66 g Z Z 'L > > C) 0 > > F- - - 0 to F- Z Z V- CO Z Z LI) Z 0 —0 > > VI N O PROP, h. crj q; tco" I vi U0*1 LO BAYFILTER #2 R12 tun + § Lf) F- w D RIM 563.02 a. 1 V- z 0 0. > > INV IN 552.62 (99) < 0 > > 0 z INV OUT 551.96 (EX3) Ni APP APP OC1 42. 4- 575 9+50 10+00 580 575 565 560 565 550 545 11+00 12+00 to N U) Z 0 5 r-ZZ Lo LQ 8 co 'M ��pp p�p� app �� C) U0 N:) T- ') V- �,06 + rt -1 C? < CL - T- w N2z M o �- DT-LOZ 0 z CL > > 0 0. e-) > > = z z 13+00 14+00 15+00 00 *�s U Mom 0 9 C? vi + ui V- co o. --U)Z ZZ 0 > > > > C%J (n 0 Z Z Z Z 580 N EX. EX. IJIJDERGROtJNQ PROP, q; EX. GRADE GRADE R12 tun -lk POWER P a. 1 28.86' OF NIN < 0 > > V- Ni APP APP OC1 42. 4- PROP.i C6 2H 0. V.: ELE� ELEVATION Co -'T SO4 34 % g82 + F- cco "5, III V- CL T- V) 0 CL >z C? 00 V- C6 Lo ES to v- LD 5 N: LO z PPE III cis w + LO Cq V- tp Z T MIN < > 1.- 0 z U) 1- 0) V- N. 0 4 r' 560 67, 03 03 i 1.0' N IN. a m `-C 8 ci A 8,.. L18) OP CP O RCP p 0i Z @ 2, 7% 1 301 Cj ct M LO z o V- r, V-2z 49' ftp 66 ► V- N > cn z V- — > z Z8% N U) 44 S 1 R 220 1,9" PP @ 3. 41 4 tit V- STR 306 STk, 212 6 to V- 4. P STIR 204 STR 400 to V- 1-� 241 ' 115 OF 1. 01 MIN. % U9 0 8 HD PE J WATERLINE 11 133.415' OF 1.0' 84,47'OF 511 RCP 10 8" iDPE i @ 1, 50% 89-76, OF @ .50% o% RCP RCP P4PE-Z 13 15" RCP -�TIE BAYFILTE F @ 17% I all 106,33'OF 101 #2 TO PIPE EX CLASS IV RCP 94.19,91 OF 99 :INV 551.96 @ I-00% is 44.18, RCP F @ 1.25% 6 STRI 16 - BAYFILTER 2 Ci 9+50 10+00 580 575 565 560 565 550 545 11+00 12+00 to N U) Z 0 5 r-ZZ Lo LQ 8 co 'M ��pp p�p� app �� C) U0 N:) T- ') V- �,06 + rt -1 C? < CL - T- w N2z M o �- DT-LOZ 0 z CL > > 0 0. e-) > > = z z 13+00 14+00 15+00 00 *�s U Mom 0 9 C? vi + ui V- co o. --U)Z ZZ 0 > > > > C%J (n 0 Z Z Z Z 580 575 570 565 570 560 565 555 560 550 555 545 550 16+00 17+00 N EX. EX. IJIJDERGROtJNQ PROP, q; EX. GRADE GRADE R12 tun -lk POWER P a. 1 28.86' OF NIN < 0 > > V- Ni APP APP OC1 42. 4- PROP.i C6 2H 0. V.: ELE� ELEVATION Co -'T SO4 34 % g82 + F- cco "5, III V- CL T- V) 0 CL >z C? 00 V- C6 Lo ES to v- LD 5 N: LO z PPE III cis w + LO Cq V- tp Z 0 MIN < > 1.- 0 z U) 1- 0) V- N. 0 4 r' 560 67, 03 03 i 1.0' N IN. a m `-C 8 ci A 8,.. L18) OP CP O RCP p 0i Z @ 2, 7% 1 301 Cj ct M LO z o V- r, V-2z 49' ftp 66 ► V- N > cn z V- — > z Z8% N U) 44 S 1 R 220 1,9" PP @ 3. 41 4 tit V- STR 306 STk, 212 6 to V- 4. P 575 570 565 570 560 565 555 560 550 555 545 550 16+00 17+00 LO N g6 0) tun, U-) + V- U') Z ORZ > z 575 570 570 565 565 560 560 555 555 1, 550 550 545 545 540 540 18+00 —V- R F 8 8 MN co g8oi 0i � in + vi 18 to U-) II- 8,2z zz 0, V- 00- -> > �<- N Z- 0 O gt(no + P-: F- to =) Lr) 0 `=n'> 0 Z- oM LQ 8866 6 '08 Ci U3 Ln LO + LO Lr) r11 D T- �g z Z Z 0 0>>>> Z Z Z BAYFILTER #1 RIM 564.04 INV IN 554.92 (403) INV OUT 552.59 (401) N EX. EX. IJIJDERGROtJNQ PROP, q; EX. GRADE GRADE R12 tun -lk POWER P a. 1 28.86' OF NIN < 0 > > V- Ni APP APP OC1 (D 124 STR EX5 PROP.i C6 2H 0. V.: ELE� ELEVATION Co z g82 + F- cco "5, III V- CL T- V) 0 CL >z C? 00 V- C6 Lo ES to v- LD 5 N: LO z PPE III cis w + LO Cq V- tp Z 1. MIN < > 1.- 0 z U) 1- 0) V- N. 0 4 r' 560 M 03 i 1.0' N IN. a m `-C 8 ci A 8,.. L18) CL 0 O RCP p 0i Z vi �s II- (D z � Cj ct M LO z o V- r, V-2z 0 66 ► V- N > cn z V- — > z N U) 44 LO N g6 0) tun, U-) + V- U') Z ORZ > z 575 570 570 565 565 560 560 555 555 1, 550 550 545 545 540 540 18+00 —V- R F 8 8 MN co g8oi 0i � in + vi 18 to U-) II- 8,2z zz 0, V- 00- -> > �<- N Z- 0 O gt(no + P-: F- to =) Lr) 0 `=n'> 0 Z- oM LQ 8866 6 '08 Ci U3 Ln LO + LO Lr) r11 D T- �g z Z Z 0 0>>>> Z Z Z BAYFILTER #1 RIM 564.04 INV IN 554.92 (403) INV OUT 552.59 (401) 9+50 10+00 N EX. EX. IJIJDERGROtJNQ PROP, q; EX. GRADE GRADE R12 tun -lk POWER P Ui tr) F- LO in Lf) Z 0 28.86' OF NIN < 0 > > V- 98 APP APP ROXIMATE o 124 STR EX5 PROP.i C6 2H ELE� ELEVATION Co z GRADE ! C? 00 C6 Lo ES to v- LD 5 LO z PPE III cis w + LO Cq V- tp Z 1. MIN < > 1.- 0 z U) 1- 0 4 r' 560 68.38, OF 81f HDPE 03 i 1.0' N IN. WATERLINE 0.94% O RCP p 219 I 70% i 21 36.9' OF I 1 71.13, 81117IDPE — 15 1 1, RC-P @ 1.60% 44 S 1 R 220 1,9" PP @ 3. 41 4 tit V- N� 6 '0i*0;Pz 4. P STIR 204 STR 400 to V- 1-� U9 0 9+50 10+00 570 565 555 550 9+50 10+00 11+00 12+00 13+00 14+00 14+50 9+50 10+00 11+00 12+00 13+00 13+50 575 570 565 560 560 555 555 550 550 545 545 540 540 11+00 12+00 13+00 13+50 N EX. EX. IJIJDERGROtJNQ PROP, q; EX. GRADE GRADE R12 tun -lk POWER P Ui tr) F- LO in Lf) Z 0 28.86' OF S8 OF 1 < 0 > > V- 98 APP APP ROXIMATE in 124 STR EX5 PROP.i C6 2H ELE� ELEVATION Co z GRADE ! C? 9 C4 0 + CD C6 Lo ES to v- LD 5 LO z PPE III X LU F<- 0> > U) F 1. MIN 0 4 r' 560 68.38, OF 81f HDPE 215 34.621 OF i 1.0' N IN. WATERLINE 0.94% 1511 RCP 219 I @ 1.01% i 21 36.9' OF I 1 71.13, 81117IDPE — 15 1 1, RC-P @ 1.60% @ 1,50% S 1 R 220 STR 212 V- N� 570 565 555 550 9+50 10+00 11+00 12+00 13+00 14+00 14+50 9+50 10+00 11+00 12+00 13+00 13+50 575 570 565 560 560 555 555 550 550 545 545 540 540 11+00 12+00 13+00 13+50 EX. GRADE N PROP, q; GRADE R12 tun -lk 4 Ui tr) F- LO in Lf) Z 0 28.86' OF S8 OF 1 < 0 > > V- 98 in 124 STR EX5 C6 2H Co F - V- V- C? 9 C4 0 + CD C6 Lo ES to v- LD 5 LO z F 0 > X LU F<- 0> > U) F 0) F- 560 EX. GRADE PROP, GRADE -lk 69 J 28.86' OF S8 OF 1 15" RCP 3.74% 98 STR 124 STR EX5 C6 2H 555 545 540 9+50 10+00 11+00 NOTE: 1. INLET SHAPING SHALL BE INSTALLED ON ALL DRAINAGE STRUCTURES WHERE HEIGHT EXCEEDS FOUR FEET. 2. POWER GAS AND TELECOMMUNICATIONS UTILITY LINES TO CROSS ABOVE STORM PIPES WITH A MINIMUM SPACING OF O.W. 0 50 PROFILE SCALE H SHWGROUP ARCHITECTS 1 ENGINEERS 1 PLANNERS 609 EAST MARKET STREET SUITE 202 CHARLOTTESVILLE, VIRGINIA 22902 P 434.295.8200 F 434.295.8601 AST 04 G U CRAIG W 1' SKI Lie. No. 0402048507 5/.1,7/14 4�f AL 0 KOTAR CRAIG 0 0 ARCHITECT NAME REGISTRATION # 1/13/2014 F ALBEMARLE COUNTY PUBLIC SCHOOLS 0 • E m< 0 Pum chools AGNOR HURT ELEMENTARY SCHOOL RENOVATIONS AND ADDITIONS 3201 Berkmar Drive, Charlottesville, VA 22901 Agnor-Hurt ES Addition - VDOE #2-16-00-101 IFB #2014-05011.41 D DRAWN. J. WILSON & J. SHOWALTER CHECKED: C.KOTARSKI SCALE: NA 0 2012 SHW Group ISSUE: FINAL SITE PLAN 05/27/2014 REVISED PER COMMENTS 03/27/2014 REVISED PER COMMENTS 04/30/2014 REVISED PER ACSA COMMENTS 05/20/2014 REVISED PER VDOT COMMENTS 05/27/2014 C B toy SHEET TITLE: STORMWATER PROFILES A SHW Project: C 3113.008.00 2 1 I 2 I 3 I 4 I 5 I 6 I 7 I 8 I 9 I 10 595 590 585 595 575 590 570 585 565 F L ^- f•7 C 570 565 9 +50 10 +00 11 +00 12 +00 13 +00 575 570 565 555 9 +50 10 +00 EX. GRADE EX. GRADE 6 PROP. a� co GRADE E i END INV START INV .. 7.25 -- START START IN V' ! INV 567.00 570.00 { END INV DITCH O STIR 2041 565,50 TYP. LOPE 3.1 %m i { 4 STIR 204 @ 1.00 % J DITCH TO STR112 STR 112 4" WATERLINE TYP. SLOPE 3.1% 411 Q 3 I STR204 'AND M ITAR ; LINE DITCH TO ST 112 4p m O� �� L SLEEVE AND Ln 9 +50 10 +00 2 11 +00 575 575 570 570 565 565 560 560 555 555 570 550 565 545 14 +00 14 +50 EX. GRADE B 6 PROP co GRA E a START INV .. 570.00 ! END INV TYP. SLOPE 1.6% 568.5 @ 2.00% 3 �j I I 4" Ductile Iron DITCH i TO STR30 a 4 cla @ 1.00 % J a Ci 4" WATERLINE 6" WATERLINE 411 Q 3 INSULATED ..,,GRADE ITAR ; LINE E ADDITION o 6X6 TAPPING SLEEVE AND 0 VALVE j a 90° BEND v P °PIPE O 113 -- Z SAN PIPE 1 45° BEND 6X4 TEE 1.0 MIN. ; 3.0' MIN. 8° HOPE i 1.0 I MIN. t L1.01 _ _ �!�TSATE— MIN. 1.0' MIN. CONNECTION _ WATERLINE 450 END VALVE 3 A TO!BUILDING APPROXIMATE 450 BEND 0 ELEVATION i _... ,._._ ' ;.:. i i ,._ , .. 45° BEND ... , - 90° BEND I ; `o i G" CLASS 52 DIP WATERLINE �M M� ti �^ Na t\� CO� r\o �� c� M m er Q 1 2 11 +00 575 575 570 570 565 565 560 560 555 555 570 550 565 545 14 +00 14 +50 9 +50 10 +00 11 +00 12 +00 13 +00 575 570 CONNECTION TO BUILDING INV 563.83 570 565 565 560 560 555 555 550 12 +00 9 +50 10 +00 11 +00 11 +50 EX. GRADE 4 6 PROP GRA E a START INV .. 570.00 ! END INV TYP. SLOPE 1.6% 568.5 @ 2.00% 3 �j I I 4" Ductile Iron DITCH i TO STR30 @ 1.79% 4 cla @ 1.00 % J O h Ci 4" WATERLINE 6" WATERLINE 9 +50 10 +00 11 +00 12 +00 13 +00 575 570 CONNECTION TO BUILDING INV 563.83 570 565 565 560 560 555 555 550 12 +00 9 +50 10 +00 11 +00 11 +50 4 6 CONNECTION TO BUILDING 5 1.0' MIN. INV 562.50 17.49' OF O EX. GRADE " ustNe -1r; 7- 2.80' OF @ 2.00% 3 1 4" Ductile Iron 65.10'OF' 14.50' OF @ 1.79% 4" Ductile Irony 4" Ductile Iron 1 @ 1.00 % J PROP. 4" WATERLINE 6" WATERLINE 411 DIP CLASS 52 INSULATED ..,,GRADE ITAR ; LINE E ADDITION 6X6 TAPPING SLEEVE AND VALVE j 90° BEND P °PIPE 113 -- 219 SAN PIPE 1 45° BEND 6X4 TEE 1.0 MIN. ; 3.0' MIN. 8° HOPE i 1.0 I MIN. _ L1.01 _ _ �!�TSATE— MIN. 1.0' MIN. CONNECTION _ WATERLINE 450 END VALVE 45 0 BEND 45 BEND TO!BUILDING APPROXIMATE 450 BEND ELEVATION i _... ,._._ ' ;.:. i i ,._ , .. 45° BEND ... , - 90° BEND I ; I i G" CLASS 52 DIP WATERLINE �M M� ti �^ Na t\� CO� r\o �� c� 9 +50 10 +00 11 +00 12 +00 13 +00 575 570 CONNECTION TO BUILDING INV 563.83 570 565 565 560 560 555 555 550 12 +00 9 +50 10 +00 11 +00 11 +50 14 +00 575 HSHWGROUP ARCHITECT$ I ENGINEERS I PLANNERS 609 EAST MARKET STREET 570 SUITE 202 CHARLOTTESVILLE, VIRGINIA 22902 P 434.295.8200 F 434.295.8601 565 , �'a 560 (� xorAZ�sKI G - Lic. No. 04020485077 555 AL 550 QCs 550 545 15 +00 15 +50 INV IN 563.78 ('7) INV OUT 563.78 (5 ) 71NVOUT563.43(3) +20.29 5.06 63.43 (5 ) STA 10 +85 39 TOP 7IN'562.78 7.00 T2 INV (3) INV OUT 562.78 (1) 4 6 14 +00 575 HSHWGROUP ARCHITECT$ I ENGINEERS I PLANNERS 609 EAST MARKET STREET 570 SUITE 202 CHARLOTTESVILLE, VIRGINIA 22902 P 434.295.8200 F 434.295.8601 565 , �'a 560 (� xorAZ�sKI G - Lic. No. 04020485077 555 AL 550 QCs 550 545 15 +00 15 +50 INV IN 563.78 ('7) INV OUT 563.78 (5 ) 71NVOUT563.43(3) +20.29 5.06 63.43 (5 ) STA 10 +85 39 TOP 7IN'562.78 7.00 T2 INV (3) INV OUT 562.78 (1) 9 +50 10 +00 11 +00 NOTE: 1 INLET SHAPING SHAL,L BE INSTALLED ON ALL DRAINAGE STRUCTURES WHERE HEIGHT EXCEEDS FOUR FEET. 2. POWER GAS. AND TELECOMMUNICATIONS UTILITY LINES TO CROSS ABOVE STORM PIPES WITH A MINIMUIM SPACING OF 0.5'. 8 7 8_ 9 570 565 1.7:Y�7 555 61.111 12 +00 0 0 50 PROFILE SCALE 10 ARCHITECT NAME REGISTRATION # 1113/2014 PUBLIC SCHOOLS E em Co L�� Public Schools AGNOR HURT ELEMENTARY SCHOOL RENOVATIONS AND ADDITIONS 3201 Berkmar Drive, Charlottesville, VA 22901 Agnor -Hurt ES Addition - VDOE #2.16.00 -101 1 F1 #2014 - 05011 -41 D DRAWN: J. WILSON & J. SHOWALTER CHECKED: C. KOTARSKI SCALE: NA 0 2012 SHW Group ISSUE: FINAL SITE PLAN 05/27/2014 _ REVISED PER COMMENTS 03/27/2014 REVISED PER COMMENTS 04/30/2014 REVISED PER ACSA COMMENTS 05 /20/2014 REVISED PER VDOT COMMENTS 05/27/2014 C B SHEET TITLE: DITCH & UTILITY PROFILES A C6m4 SHW Project: 3113.008.00 EX GRADE PROP. GRADE, CONNECTION TO BUILDING 5 1.0' MIN. INV 562.50 17.49' OF ; " ustNe -1r; 7- 2.80' OF @ 2.00% 3 1 4" Ductile Iron 65.10'OF' 14.50' OF @ 1.79% 4" Ductile Irony 4" Ductile Iron 1 @ 1.00 % J @ 1.93% 4" WATERLINE 6" WATERLINE 411 DIP CLASS 52 INSULATED SA ITAR ; LINE E ADDITION 9 +50 10 +00 11 +00 NOTE: 1 INLET SHAPING SHAL,L BE INSTALLED ON ALL DRAINAGE STRUCTURES WHERE HEIGHT EXCEEDS FOUR FEET. 2. POWER GAS. AND TELECOMMUNICATIONS UTILITY LINES TO CROSS ABOVE STORM PIPES WITH A MINIMUIM SPACING OF 0.5'. 8 7 8_ 9 570 565 1.7:Y�7 555 61.111 12 +00 0 0 50 PROFILE SCALE 10 ARCHITECT NAME REGISTRATION # 1113/2014 PUBLIC SCHOOLS E em Co L�� Public Schools AGNOR HURT ELEMENTARY SCHOOL RENOVATIONS AND ADDITIONS 3201 Berkmar Drive, Charlottesville, VA 22901 Agnor -Hurt ES Addition - VDOE #2.16.00 -101 1 F1 #2014 - 05011 -41 D DRAWN: J. WILSON & J. SHOWALTER CHECKED: C. KOTARSKI SCALE: NA 0 2012 SHW Group ISSUE: FINAL SITE PLAN 05/27/2014 _ REVISED PER COMMENTS 03/27/2014 REVISED PER COMMENTS 04/30/2014 REVISED PER ACSA COMMENTS 05 /20/2014 REVISED PER VDOT COMMENTS 05/27/2014 C B SHEET TITLE: DITCH & UTILITY PROFILES A C6m4 SHW Project: 3113.008.00