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HomeMy WebLinkAboutSUB201500020 Plan - Approved Road Plan and Comps. 2015-12-02, SITE DATA OLD TRAIL VILLAGE ALBEMARLE COUNTY ENGINEERING GENERAL y y m 0 OWNER /DEVELOPER: MARCH MOUNTAIN PROPERTIES CONTACT DAVE eROCKMAN CONSTRUCTION NOTES FOR PRIVATE ROADS FI o CIRCLE, SUITE 100 OLD TRAIL VILLAGE 1005 SUIT W N y TVA, 22932 CROZET VA, 22932 CELL: (702)- 985 -9088 EMVe�ltlbailvillM e.com 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY PUBLIC RIGHT OF WAY, 9 INCLUDING CONNECTION !T� Z Ob O N m TO ANY EXISTING READ. A PERMIT SHALL BE RETAINED PLAN PREPARED: ROUDABUSH, GALE, &ASSOCIATES READ. A N ME 6 914 ,DAD BLOCK 1 2 PHASE 2 & 3 ISCREPANCIES rrll QQ Q CHARLOTI VA. 22902 DRAWN ACCURATELY ITN WHERE CHARLOTTESVILLE, J - no " Z ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN, THEFREQUIREMENDEOUIREMENTSERMITHSHALL 0205 a O Q (434) -9J] -0205 (-0 S 2, INSPECTION OF ALL PROPOSES ROARS WITHIN THE DEVELOPMENT 2 Q � W WILL MADE TAX MAP PARCEL No: A PORTION OF 055E0- 01- 00 -000A1 wiLL BE MADE BY THE COUNTY THE CONTRACTOR MUST NOTIFY THE DEPARTMENT ROAD & UT I L I TY P LAN OF EMATERIALSG (296_SSTR 4B HOURS IN ADVANCE OF THE START OF ZONING: NEIGHBORHOOD MODEL DISTRICT IN ACCORDANCE WYM PROFFERS 3. FlLL MATER IaLS BND cONSiqucnDN CDNFI j � QZQ. OV WFM 4 2 METHODS SHALL T SPECIFICATI RM TO CURRENT SPELT Fi can Drvs �J J OF ZMA -04 -024 APPROVED ON SEPTEMBER 14, 2005 AND STANDARDS DF REST ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFq PART 1926) Q USE 5 SINGLE FAMILY DETACHED UNITS 4- EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH 00 W E Z US W UQ 12 MIXED USE ATTACHED UNITS v '� \� ' THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, Q F HEIGHT.. NOT TO EXCEED 25 STORIES FOR SINGLE FAMILY USE . l t GRADING OR OTHER CONSTRUCTION. -ifi O `V BUILDING I; j % N J 2 NOT TO EXCEED 35 STORIES FOR ATTACHED UNITS 5. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SU06PACE, THE Q AN v \' E' \ L\ ,' CONTRACTOR SHALL HAVE LBR TESTS PERFORMED GO THE SUBGRADE SOIL. THREE (3) SETBACKS. MIXED USE: AREA SUMMARIES: LOTS 1.2 Ac. \ _ �, COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY IF A SUNSHADE \,' SOIL CBR OF 10 OR GREATER I9 NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL Q O 20 m FRONT � REAR L '- - BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL OPEN SPACE CAR Ac. � _,Y Q ° \ 6 0" i - IF 6. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED. SEEDED AND MULCHED- THE PUBLIC R -O -W ON AL. "��. MAXIMUM ALLOWABLE SLOPE IS 2:1 PDRTZONTAL VERTICAL WHERE REASONABLY SINGLE FAMILY ' OBTAINABLE. LESSEE SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED. y ¢ PRIVATE R -O-W 016 AD / OLL FRONT SID REAR Z. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC 0)) III - _ RIGHT-OF -WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY ALL 5 5 5 TOTAL AREA 1.39 AN DRAINAGE DUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A r/ ' $ W �/� Z v5. vI i NATURAL WATERCOURSE. BECAUSE THE ATTACHED UNITS IN BLOCK 12 ARE CLASSIFIED AS MIXED USE', A �A �1 ' - " Y1�� O� 1� [[ Z F. v /' B GUARDRAIL LOCATIDNS ARE APPROXIMATE. EXACT LENGTH. LOCATION AND APPROPRIATE END THE SINGLE FAMILY DETACHED UNITS SHOULD BE ABLE i0 HAVE 1HEIR FRONT, / TREATMENTS WILL BE FIELD DETERMINED AT THE TIME OF CONSTRUCTION. ADDITIONAL Q' W O pl�i TO 5'. W Q. Lm REAR, AND SIDE SETBACKS REDUCED GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN. IN THE OPINION OF THE r ` I DIRECTOR OF ENGINEERING OR THE DIRECTOR S DESIGNEE. IT IS DEEMED NECESSARY. 1 `" ) WHEN GUARDRAIL Z ll) V GROSS RESIDENTIAL 12.2 DWELLING UNITS PER ACRE '� IS REQUIRED. IT SHALL BE INSTALLED FOUR (4 FEET OFFSET FROM ) OF PAVEMENT TO THE FACE GUARDRAIL AND ROAOWA SHOULDER WIDTHS - (�� ' THE EDGE E F c 5.F (' Q SO DENSITY \ .� I 1 Y SHALL BE INCREASED TO SEVEN (T) FEET. \ ZO PROPOSED 4$123 4 OF (INCLUDES PROPOSED LOTS 8 -24, A PORTION ^ -. �� 9. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES W S O IMPERVIOUS AREA: OF PRIVATE ALLEY 'A' AS ROWCROSS STREET) % "" '- - . SHALL CONFORM TO v90T CO -O IA. B. DR 01. d �{` 10. WHERE CPT99 SECTIONS ARE INSTALLED , ALL RESIDENTIAL DRIVEWAY ENTRANCES a CONFORM ' SHALL CONFORM TO vppT STANDARD PE -1. PROPOSED 22,336 S.F. (INCLUDES PLANTING STRIPS & YARDS FOR PROPOSED LOTS 8 -24) FE-1. C j TURF AREA - F� ' : V r \ I1. PAVED RIP -OAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED TO STABILIZE PARKING REQUIRED: 2 SPACES FOR EVERY SINGLE FAMILY DETACHED OF ATTACHED DWELLING = 2 x 12 = 34 SPACES ` ' _ " THEROifNiECi CHANNEL WHEN IT THE OPINION DIRECTOR 5.F ENGINEERING. OR 0 ONE (1) GUEST SPACE PER FOUR (4) UNITS SHALL BE PRODDED = 0.25 x 17 = 4.25 SPACES /l,' 0 I D REVISIONS IOTA SPACES REQUIRED = 34 + 6 = 39 SPACES ✓ 12- A MINIMUM CLEAR ZONE OF EIGHT (B) FEET FROM THE EDGE OF PAVEMENT SHALL BE Oct. 24,2914 - ,,, j MAINTAINED ON ALL RESIDENTIAL SUBDIVISION STREETS. County Comments PARKING PRODDED: 34 SURFACE SPACES + 10 GARAGE SPACES 44 SPACES PROVIDED s w 13. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH SHOULDER WIDTH AND DITCH SECTIONS, ADDITIONAL PARKING AVAILABLE ON REWRAPS STREET (APPROX I2 SPACES) �\ S Fab. 4, 2915 AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL. SHALL BE STRICTLY ADHERED T0. ` - ` 'J EXCEPTIONS WILL NOT BE ALLOWED- f Apil 14, 2015 MAGISTERIAL DISTRICT.' MUST HALL MAGISTERIAL DISTRICT . County Comments 14_ ION OF THE ROADWAY LL STREET EON, STREET NAME SHALL BE LLMPLET INSTALLED ALL STREET INTERSECTIONS. SIGNS AND THEIR DRAINAGE DISTRICT ' LICKINGHOLE CREEK �^ SIGNS 23,291$ _ \ INSTALLATION TOS =ALBEMARLE COUNTY STREET NAME SIGN REQUIREMENTS + l ". .Iona RSHALL LLCONFORM - -'- BLE FOR MAINTENANCE OF SIGNS UNTIL ROADS HAVE County Comments WATERSHED : LICKINGHOLE CREEK i ",. r; ' ., - BEEN ACCEPTED_ July W, 2015 TOPOGRAPHY.' LOUISA AERIAL SURFACE AUGUST 2012 ,A, \ 4` '. 15. ROAD PLAN APPROVAL IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD Courtly COmmeM3 �„ ". THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION. DATUM' VERTICAL - NAVD 88, HORIZONTAL - AND 63 ', ," 4 - T ` '.,� ?- THEN APPROVAL OF THESE PLANS SHALL BE MULL AND VOID. Sept. 22, 2015 _ L' `, Grading Revisions SLOPES EXIST WIWIN THE PROJECT LIMITS. - - ems- " I ' °' 1B_ TRAFFIC CONTROL OR OTHER REGULATORY SIGNS AND BARRICADES SHALL BE INSTALLED CRI ➢CAL SLOPES: NO CRITICAL _ ;. -- , BY THE DEVELOPER WHEN. IN THE RETIRE OF LET DIRECTOR OF ENGINEEHING OR THE Nov. 19, 2015 ,' Q(. Vir DIRECTOR S DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TD PROVIDE SAFE AND FLOWPLAIN: THIS PROJECT IS NOT LOCATED MRSIN FLOOOPLAIN /L � '. > CONVENIENT ACCESS. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH Comments RAILS LIMITS AS SHOWN ON FLOOD INSURANCE RAT MAP vv�- THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES ". COMMUTABLE PANEL NUMBER 510006 0239 D. - EFFECTIVE DATE FEBRUARY 4, 2005. n GENERAL CONSTRUCTION NOTES FOR STREETS �� LANDSCAPING SEE LANDSCAPING PLAN FOR PLANRNGS, SCHEDULE AND SPECIFICAilON6, NOTES Z �' =DAE f. c0rvsiquCTION 1NSPECnON OF ALL PROPOSED ROa05 w2TeEN THE DEVELOPMENT WILL BE Ma DE AND DETAILS. ..1 '� ° BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT H (296 -5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. �; LIGHTING, 1. ALL PROPOSED LIGHTING WILL NOT EXCEED 3,000 LUMENS. IF SPILLOVER LIGHTING ONTO PUBLIC ROADS AND RESIDENTIAL PROPERTY SHALL NOT EXCEED ONE -HALF 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBCflaDE, THE FOOT CANDLE - CONTRACTOR SHALL HAVE CBS TESTS PERFORMED ON THE SUFFRAGE SOIL THREE (3) COPIES 3. ALL OUTDOOR LIGHTING SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING p Rte 250 OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY IF a sue6gADE SOIL PER OF TO OR GREATER IS NOT OBTAINABLE A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS Z ENGINEER AND SUBMITTED WITH THE TEST RESULTS TO VENT FOR APPROVAL. 0 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT -OF -WAY ON THIS PORTION OF PARCEL Al. �J NO ENDINGS OF A BURIAL SITE WAS FOUND _ OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. III THE STREAM BUFFERS) SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE MATH - SHE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE 4. GUARDRAIL LOCATIONS ARE APPROXIMATE EXACT LENGTH LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN IN THE OPINION OF THE COUNTY ENGINEER, THIS SITE 15 NOT LOCATED WISH AN AGRICULTURAL- FORESTAL DISTRICT OR DESIGNEE IT IS DEEMED NECESSARY WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEETHOFFSET FROM INCREASED OO PAVEMENT TOEEHE FACE OF GUARDRAIL, AND ROADWAY VICINITY MAP ACSA GENERAL WATER & SEWER CONDITIONS GRADING NOTES 5 WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL SC,& E• 1' =1000 FEET CONFORM ID VDOT CG-9A B. OR IT •OF I. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ASCAI INSPECTORS. B. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL M •'J 1. THE LATEST EDITION OF THE ROAD 6 BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT CONFORM TO VIOL STANDARD PG -1. TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS B. THE START OF THE WORK. OF THIS PROJECT. Z. WI T11 THE MINIMUM PAVEMENT WIDTH SHOULDER WIDTH. AND DITCH SECTIONS. As �y K! SHOWN ON 2, THE LOCATION OF EXISTING ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL SHALL BE STRICTLY ADHERED TO EUTILITIES 2 WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE OWN THE CONTRACTOR SHALL SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY N UCRRECT. ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH rH SUITABLE MATERIAL TO SUBDIVISIONS I3 SUBJECT TO FINAL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. B. ROAD PLAN APPROVAL FOR PLAT VALIDATION. OR THE SATISFACTION OF THE ENGINEER .OULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING ANO RECORDATION. THEN OF PROD SIGNING W 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER 4Cfi1"FN OX L APPROVAL OF TIIIESE PLANS SHALL BE NULL AND VOID. AND SEWER CONSTRUCTIDN SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 3. ALL GROWTH OF TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS g g Y SHALL BE FlEMOVED. y �-N ;''' ^+ �' 11 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR VA r Z 4. OPIUM FOR ALL ELEVATIONS SHOWN IN NATIDNAL GEODETIC SURVEY. O 2 UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY S < LU 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE ;;, _I^ �y /� (%4j1 " NUMBERING ORDINANCE AND MANUAL. ° Q 5. THE CONTRACTOR SMALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1 -800- 552 - 7001). CONSTRUCTION OF THE BIDDABLE. Y(I, /1JiYP 2 10 OR EOPINIONAOFRTHE SIGNS YSEEMED I� Q, 6. ALL WATER AND SEWER PIPES BHALL HAVE A MINIMUM DF 3 FEET OF COVER MEASURED FROM THE TOP OF t Chrs�t�r C. MallII an DEVELOPER WHEN N THE COUNTY ENGINEERS ORHDESIGNEE. TIHEYEARE LL ''i� PIPE, OVER THE LEMERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES. SERVICE LATERALS. S Dc. CA NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. y Z AND WATER LINES. ETC. i a 031fi24 I1. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT' SIGNS ARE TO BE 5 MPH BELOW THE I N i DESIGN Ati ^' 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. fv-. ENG"v SPEED, OR AS DETERMINED BY REST FOR PUBLIC ROADS. `V O "/W "WW -- NW 12. VIOL STANDARD ED-1 OR CD -2 CROSS- DRAINS ARE TO BE INSTALLED UNDER INS SUBBASE MATERIAL 11 B. VALVES ON READING LINES SHALL BE BODIED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES W FUTURE EXTENSION OF THE LINE. Y 9. TREES ARE NOT PERMITTED IN THE ACSa EASEMENT. 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VOOT \ BE OR COUNTY INSPECTIONS THE VIDEO INSPECTION SHALL BE CONDUCTED IN SHEET INDEX ACCORDANCE WITH VIOL S VIDED CAMERA INSPECTION PROCEDURE AND WITH A VISIT OR COUNTY ]0. THE CONTRACTOR SHALL BE RESPONSIBLE IDLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS INSPECTOR PRESENT. O O W FITTINGS, EFFECTIVE JANUARY 04, 2014 (SENATE BILL 3674, WHICH MODIFIES THE SAFE DRINKING WATER ACT). m SHEET 1 - - - - - -- COVER SHEET SHEET 10 - - - - -- STORM & UTILITY PROFILES 14. INSPECTION 6 TESTING OF ALL ROADS DEDICATED FOR PUBLIC US SHALL BE COORDINATED WITH J U SPOT FOR ACCEPTANCE INTO THE STATE SYSTEM. MANDATORY INSPECTIONS AT THE FOLLOWING m SHEET 2 --- - - - - -- DEVELOPMENT PHASING PLAN SHEET 11 - - - - -- RETAINING WALL LAYOUT GENERAL CONSTRUCTION NOTES PHASES ARE REQUIRED FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: 3 -- - - - -- SOILS, DEMOLITION & Ex. CONDITIONS SHEET 12 - - - - -- TYPICAL SECTION, NOTES & DETAILS I PRIOR TO ANY CONSTRUCTED WITHIN ANY EXISTING PUBIC RIGHT -OF -WAY, INCLUDING CONNECTION TO ' ANY E %ISLNG ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION SHEET 13 - - - - --- CONSTRUCTION NOTES & DETAILS (RE THIS PUN As DRAM MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT WHERE O SHEET 4 - - -- - -- SITE PLAN ANT ISCREPANCIES OCCUR DOE REQUIREMENT OF THE PERMIT SHALL GOVERN VDDT MUST BE CONTACTED i. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVEFlED. AT LEAST 48 HOPES IN ADVANCE OF THE START OF CONSTRUCTION. 51. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT -OF -WAY BEFORE SHEET 5 -- - - - - -- UTILITY PLAN SHEET 14 - - - - -- DRAINAGE AREA MAP NOT INCLUDED Ds SHAL CONFORM To CURRENT SPEaucanONS AMC STANDARDS 2 ALL AMC CONSTRUCTION METRO BEING COVERED. COT OF MOT UNLESS OTHERWISE NOTED CAR SHALL BE SUBMITTED ID MOT FOR REVIEW APPROVAL j r.r OF 3 EROSION ON CONITROIL MEASUU(RRES BE PROVIDED IN ACCORDANCE H ROADBEDDN of THE LUIS AND FILLS. INCLUDING FIELD DErvsIIV TESTS, BEFORE PLACEMENT SHEET 6 -- - - - - -- UTILITY PLAN SHEET 15 ---- - -- LANDSCAPING PLAN s SHARP THE APPROVED Fnosau OF MATERIALS. OF PLAN AND TO PRlore rD ANY CLEARING, cRAmrlc OR OTHER carvsrRUCnaN. THE IV A FINAL PAVEMENT DESIGN BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS. SHEET 15 -_= LANDSCAPING NOTES & DETAILS C ALL SLOPES . =_ _ AREAS DISTURBED PAVEMENT STRUCTURE Is PLACED. SHEET 7 - - - - - -- GRADING PLAN STALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT FILE 5. FIRE MA %IMUMAALLOWABLE LOPE IS 2tl (HORIZONTAL MEDICAL) WHERE REASONABLY OBTAINABIf, LE53FA SHEET 17 HYDRAULIC COMPUTATIONS SME NUMBER v PLACEMENT OF BASE MATERIALS. INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED SLOPES OF 3'.1 r0 BE ACORIZON SHEET 8 GRADING PLAN PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES FOLLOWED BY FIELD -- - - - - -- 805 DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE. 5. PAVED, RIP -RAP OR STABILIZATION MAT OWED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF COUNTY J ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL vi. ICTIDN OF PAVEMENT, INCWDING DEPTH AND DENSITY. UPON COMPLETION AS PART OF THE SHEET 9 --- - - - - -- ROAD & UTILITY PROFILES FINAL INSPECTION. 7. HITACHI CONTROL SIGNS SHALL CONFORM TO THE VIRGINIA NANO& FOR UNIFORM TRAFFIC CONTROL DEVICES. FINAL THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VIOL A MINIMUM OF ONE WEEK PRIOR TO EACH APP40VED B. UNLESS OTHERWSE NOTED. ALL CONCRETE PIPES SHALL BE REINFORCED CONCRETE PIPE -CUSS 111. CAME PIPES via OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. Ly 1,1e A'bemarle CWn(y MAY BE INSTALLED IN uW OF CLASS III GOP, AND SHALL CONFORM TO AASHTO M294. Community ST -,IU1 alvnOOL 9. ALT. EXCAVATOR FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR CONSTRUCTION MILE FAILURE OF THE CONTRACTOR DIS TO SCHEDULE THESE INSPECTIONS LEAD O WILL REQUIRE ADDITIONAL TESTING Sate ��Z 1 NDUSIRY (29 CFR PART 1926). OF THE ROADS AT THE DISCRETIDN OF VDDT OP MAY LEAD TO THE ROADS NOT BEING ELIGIBLE �OCAF F 'aZi =SHE. JE 10. NSBILIRY OF ALL MECHANICAL EDUIPMENi FROM rNE ENTANCE CORRIDOR SHPLL BE ELIMINATED. FOR STATE MAINTENANCE. I♦ ul — C R6 3 G61 P GLEN VALLEY DRIVE -- NOTE: bJ' al SYNC PUBLIC R-0-111 I��� T4 0 AN ASTERISK SYMBOL (') DENOTES ELEMENTS _ _ _ - - — tee, T�.� THAT HAVE BEEN PROPOSED UNDER THE OLD I� �� _ -_ TRAIL VILLAGE BLOCK 15 ROAD & UTILITY i �\ W 0 Z 2 Ni o / _. - - - PLANS (SUB- 201490080). _ _. b ON v .. — 0 6 �...� V ( �. `r Ec .. ", „i `> ncl , E 1 rte, r _ .. R . ,. _ 6, _ �% .alt �. /� 12 ��u; 0 ¢w >5 s — 12A �a TE o� az �� �� BLOK 1�1 I' i III 1 y 0 Dy ya "I I EX. 13 EX. 14 EX.16 �. 17 �' e EX.15 EX. oa kw EXs PHA E 1 0 Ipi�l 11A VL Ii <a l 1 1 �z �N oop12 AS Ir k — 1 '�I ,'u � I � � I � I � I l. � � z > [O, a AS � j N �� I f )I° 10 ;� �!I E 1 B' OTC 1121 H_A E� 1' ;� � oQ3 E, ���=w� _ II 0) III �pq�a�zo 20 to 0 so 40 evej lil 9A v I H $ r X13 < �� V� III �.. 6 ayy QN :F /��+ mx see LLmresT LL III L III. �HO 'Div 1"T �/ r �L� }�.. �J Z IJ 41 0 IF \ III r� �' SA I _ - �G2�lR? - - — _ n O � , -�AONT a -WAY llll ins �P k " =>i sa P't'V rcr n1cbF RA — — — BLOCK 15 s. — s — „� - �L J�. 1) �, l .,.. �. J A`PIV' -FI IYI V'/`_ ,b�UtCJ — _ REVISIONS _ ,:. ,.. ?,:x:° _;l. __ - -° — 1„-,. it -- _ W c> PHASE 2 "A— lao ne" Ill O 111 2 _� �M /A I l�;a ..<.. e...x1 —~ OF I �� —_ —� I I/T OOL 24.2D,4 countycommams Feb 4. 2015 JA o2PQbL'[N F 'h \T �, ���. Ere F`aC lII IV g County Comments ,5r. .�l� I ( �6At �� / 5 A June a, M16 c0 n C mans N fle" ��C S JNN 302015 ( Christopher 0. Mulligan l / / / lU jt Ill / County Comments Ec. N e �� NE 0316]P 6 l/ / / � 3 L O C 12 P H S E I � II BLOtK 15 Sept. Y2, ZIt5 CaleC10 RBNe WS ,a' 6A » � III � � � ��mma� PHA E 1 Ir ons -� /� 12 10 I I 1 1 III -II �. (� �^., �� `'4.. I DATE 7 Al Cr 5A �= 8 BLOK 15 III r III Aug. 15, 2014 j/y PHA E 2 III SCALE ftftj 4A 0 L III j\ - _ I n� �__ -- / e 3A -- — l I / < �, — _ _ °� 111 ��l FAO _T, �A1 ��, 1 �� J �C. —� • Y ��� cl `t 0- W PROPOSED Z ti/ _ 9/ S M g / / - -_ - - - - BLOCK 15 u P.I L a /IF 2A _ _STREET L1 - / '` v' / -- PHASE 2 — — ------ �� - - -- ROWCR ®S_ S STREET °' 1/ a g 4 - - -- _ — ov r W Z a z / _,� ryryry 11, ' - -I �� �. ig' .. _ _ _ BA PROPOSED DEVELOPMENT (CUMULATIVE OF ALL BLOCKS) FOR OLD TRAIL VILLAGE d z .. .__._._ reESO)ENnAL UNITS t N L 0 r F 0 MARKET MTE UNITS AFFORDABLE UNITS RETAIL GROSS BLOCK CONDOI TOTAL --- 10 Y L J AREA NON - RESIDENTIAL AREA SR SE TOWN RESIDENTI REpU1RE FOR BLOCK CLA351FIC APARTMENT TOTALIX (AC) AREA(SO. FT) (GO. DETACH ATTACHE HOUSE TOTAL UNITS AL °i OF TOTAL O FOR RENT ACCESS TOTAL %OF BANKED Q a ATON pNITS/ MARKET FT.) ED UNITS D UNDS UNITS DENSITY UNITS AFFORDA SALE APARTM ORY NUMBER TOTAL UNITa' A °CESSDRY RARE °NITS O C W (DUTAC) FILE ENTS OF UNITS UNITS PROPOSED DEVELOPMENT FOR OLD TRAIL VILLAGE NOTES L J ^ m zazal 1G.BSS o D o 3a 36 vs 3t az% _ s D T _ D 1A 2.17 missed use ] i8% 1 (1) ry0U-RE EOUAL TO FlIUMS PERCENT (15%1 OF THE TOTAL AACICESSOR UNITS CONSTRUCTED AT OLD TRAIL NLLAGE DEVELOPMENT SHALL BE HE O LDEO IN THE FORM OF FOR-SALE ALL DESONAT AND TLOTS OR U AND 1B 8 3C 2.1] mixed use 28]31 10 500 0 0 33 52 39 ]5% 0 O 13 0 ADD ACCESSORY UNIS EACH PLAT AND SIRE PUN SCR LAND 'E THE OLD MAIL NLLAGE DEVELOPMENT SHALL DESIGNATE LOTS DR TOWNHOUSES. AHE 25% 5 FOR -RENT BLE. s�y8�88 LL a RI o 0 0 0 0 TH T AL DESI E OF ZMA-20 UNI T ATE mixed use _: 46.029 O 0 D 0 0 0 _ _ 0.0 O D% O 0 0 0 0 2 q g —'— NU APPLICABLE. THAT WILL SUBJECT IG THE TERMS AND DABLE END OF PROFFER CS OF ZMA -200AT OR INCORPORATE AFFORDABLE UNITS AS DESCRIBED IN PROFFER p2 OF AIF THE L- 0 NUMBER OF OUCH LOfi OR UNITS 061GNATEO FOR A6FOHDpB1E UNNS VNIHIN EACFI SUBOINSION PUi 0A SRE PLAN SHALL CONSTINIE A MINIMUM Cf FlFIEEN PERSON Y (159.) OF THE L01541NAS �CHT'ISUBDIN90N PLAT L J 0% 3A 2500 0 0 0 0 _ 0 0 0 _ D "/° 0 0 0_ 0 0 O% 0 OR SHE PLAN. 4.1 r 30 5.8 mred use 0 0 0 O 25 0 25 1g 96% 4 6 0 0 6 24 %_ _ 2 (2) WHEN BWLT -0Ui, AT HEART PARTY PERCENT (40%) OF LEE AFFORDABLE HOUSING DWELLING UNITS SHALL BE FOR-SALE UNITS . 3D 0 0 3 0 0 0 3 3 1DOY° 0 D D 0 0_ 0% O ' _ __TL 4 3.1 mxetl use 4,500 _ _ 4500 0 10 18 8 36 117 28 _ _ ]a% 5 8 0 O 8 22% 3 (3) WHEN BWLT -Wi, NO MORE THAN THIRTY PERCENT (30%) OF THE AFFORDABLE HOUSING DWEWNG UNITS MAY BE FOR -RENT APARTMENTS. 11 I W 12115 1a 5.1 BF 0 _ 0 30 ] 12 9 58 11 4 43 _ _ ]4% 9 6 0 0 15 26% 6 (4) WHEN BNLT -OLIN NO MORE WAN THIRTY PERCENT (30%) OF THE AFFORDABLE HOUSING DWEWNG UNITS MAY BE ACCESSORY UNITS. "ACCESSORY UNITS' SHALL MEAN ACCESSORY APARTMENTS AS DEFINED IN THE 11 2 ] in use 2000 O 4 _ 1e 12 0 32 11 7 2] 94% 5 5 0 0 5 16% 0 ALBEMARLE COUNTY CODE, CHAPTER 18, SECTION 5M,, AND A UNIT INTHIN A TWP- FAMILY DWELLING AS A TWO FAMILY DWEWNG IS DERNED IN THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE, Q 13 39 ml use 3000 O 29 _ 0 O O 29 ] 9 29 100% 4 O O.. -_ 0 0_ 0° /° _ (4 (5) WE OWNER MAY "CARRY -OVER OR'Bul CREDITS FOR AFFORDABLE UNITS IN THE EVENT AN INDIVIDUAL SUBDIVISION PLAT OR SIZE PLAN DESIGNATES AFFORDABLE UNITS THAT IN THE AGGREGATE EXCEED DUE FIFTEEN 14 4.4 SE 0 0 2O 0 O O 2O 45 2C 100% 3 0 0 0. - 0 0% 3 DIVI PERCENT (15 %) MINIMUM FOR SUCH SUBDIVISION PLAT OR SITE PLAN, AND SUCH ADDITCNAL AFFORDABLE UNITS MAY BE ALLOCATED TOWARD WE HFTEEN PERCENT (15%) OF THE TOTAL UNITS ON ANY SUBDIVISION PLAT 20121 54 medal use 360 0 0 0 O O O 1 DO 0 0% 0 O 0 0 0 D% 0 OR SHE PLAN. 23 34 Fair tamp 0 O 0 13 0 0 13 3.8 13 100% 2 0 0 0 0 1 D% 2 (6) WERE ME NO OPEN SPACES AND /OR RECREAT04 AREAS III THE BOUNDARIES OF W IS PRELIMINARY PUT, AS DESIGNATED BY THE APPROVED CODE OF DEPELOPMENT AND GENERAL DEVELOPMENT PLAN FOR OW 27 3.1 SF 0 O 9 0 16 B 33 8.0 25 T6% 5 0 0 8 8 24% 3 TRAIL NLLAGE NEIGHBORHOOD MODEL DISTRICT 2 &293135A ] 9 SF O 0 32 0 0 0 32 0 0 32 100% s O 0 G 0 0 % 5 (]) AT LEAST USED (3) POCKET PARKS TOTALING AT HEART 1.2 ACRES TOTAL SHALL BE DEVELOPED THROUGHOUT OLD WAIL VILLAGE. POCKET PARKS PUBLIC BE DISTRIBUTED THROUGHOUT THE DEVELOPMENT AS SPECIFIED 29A 17 SF 0 0 6 O 0 0 6 3 5 6 100% 1 0 0 0 0 O°L. 1 ON PAGE 21 OF THE CODE OF DEVELOPMENT FOR ON MAIL NLLAGE. FILE NUMBER 11 505 35 19 BE 0 0 ] 0 0 0 ] 3] 9 tO0% 1 0 0 p 0 0% 1 NOTES: 25 20 iT 62 i 4 TOTAL 439 111,351 - 58,029 29,855 140 46 102 96 3s4 322 BAF U BA 1, BLOCK 3C CONTAINS 13 AFFORDABLE APARTMENT UNITS BY DEFINITION HOWEVER, BASED ON THE APPROVED CODE OF DEVELOPMENT AND PROFFERS, ONLY 30% OF THESE ENDS CAN COUNT TOWARD THE AFFORDABLE °h OF TOTAL AFFORDABLE UNITS a0.3Wa 32.3% 2]4% NET BANKED UNITS HOUSING REQUIREMENT 15% ARE USED ell HIS BLOCK AND AN ADDITIONAL 15% ARE BEING BANKED FOR FUTURE DEVELOPMENT REOUIREMENTS INTHIN WE OTHER BLOCKS THE CHARTS HAVE BEEN UPDATED TO Hale: REFLECT THAT ONLY 8 UNITS OF THE 13 UNITS CAN BE COUNTED AS AFFORDABLE UNITS, AND WE OTTER AFFORDABLE UNITS HAVE BEEN USTED AS MARKET RATE UNITS, 1. Stock 3C and block IF coggers, 13 affordableapartment unit by definition. Hanover based on Lee approved Code 0 Development and Leaders, only 30% of these combined it can count toward the affordable housing requirement 15 %are used N' The block and an addrional 15Y are being banked f future dewhiMakent requi is witin the star blocks. 2. Block 12 815 have combined 64 combined it i the single bd Pat d - q d b p de 15 affordable and can include up to 9 banked unit. s A combined Total f 15 being pmvlded SHEET �2 3. Block 28/298/350 hale a combined 33 Combined units in Lee single subtl'us Dn put and is required to prDOide 5 affordable and can include up to s banked units The original 6 units planned haw been changed and are accounted for in block 27 / 77 I, �f BLOCK_ 11 a _ -. 42 0 P�L:!ln �R41., r �� nl s✓ RI VNE °LNE & sMI1,VpY - ASEN£u ... _ -.... PLAT RECORDED L D ON 4PSJ p (1377 33ti `\ I p660 IF sm -fie Ter 6fi024 To V > ®r�' 6N TE 6]971 I ��I ❑ ) �� pry I PRIVATE 546 6 I � r INV(IN) 9163 pPNBL1G I LOTS 12 15 cRAwur FASan1EN1 TcP fie6 a6'_- �� ` mv(w)fin62 �'.' I S� 6RAINFGE ESMi �Q ��N1TN OF p A �� _.. - - _ _ _ _. 61R_IfiB cNA1E 6tl �L INV O6T -6719 P T" 67 38 IN'VIGNT) -fi]Ifi ( )- - IDP�7764 GRATE -676 / 6 9� �_ - P / flA6LE 10DW Q'M CEO �'❑ le NQ S- ❑ 2G PRIVP t —� GRA1669W INV O6T)666 A7 7 63 ✓JNAGE r SFM1I,NT �'� dARQ > 6RANAG[ EfSrAIFNT INV IN fi Yb9 3 680 3 A S v I �� d Q� _ 1- 1 �. cU =661x �� L�NOVP� (OU)T)=66]�15 AR IDI �' - AN T `a y (9¢ 2 � �JQ lye%' °! �'✓�' -' _ EX -_::_ S2 ER eA _%. SEWED E(NNN%%R���p MEN 6c _ / EN'ID' it AFY Tillor CM1 1 ph r 0. MINIL9on _ 1$Q �r �� J —_ L aw _ Taa n7 _ I. `L� an MARCH �� Z — X16 We E- e«�la - r MO Cc 672 - 2P� Y � f 3l — E rp / a LIT W/E I V IN 69 ]9 _ ' _ D 13 YtVE �. r EX6 "OI WA �` DS 419$ '��dd �'1Q �y N� iSSION _ —, _TL669D7 .;oR6 �JP6 q•,,,;;,;s'r ,\ _ �H �_RH sr z< a ..610 AI, _x.I6 >,�. E, GN ,EP ,GLEN VALLEY a_D�IVE r`p s'� _ ,.— _ _-. ,� sa- GRATE W366 k (TT YS'IfG FLJrPR ESL. /�flr.'t (31 rw V J'.(nurk 6 �.• — _, AI .? j m� d E\ WY SB I6 SW 14 b w NOTE: J%" Le 1 �� rn: TcP fin> -6n ai '.( ��„� :EY ST 1fi F„6Il ©�� � NATERLME 'GRATE67674 ORA._ � - AN ASTERISK SYMBOL (I DENOTES ELEMENTS \ / - -� - - -- INV(IN)=667I I v w fi E" ak"J"'' 2q.�� / ' NOR-3 RELOCATED sl (EX5 �'W A jaA- IN T)�fifi. �� 2(jT THAT HAVE BEEN PROPOSED UNDER THE OLD ;, V �� - _ % wv w) 6fisoa --«-�_ : "N° -V -.,,z- - - _-- "� ' T W G� ❑ �� sm 1 -� wv�cop 66TH -.. wys ¢; - TRAIL VILLAGE BLOCK 15 ROAD & UTILITY A I�� ) p R �I �� 0 ART PLANS (SUB - 207400080). -_ --•` �_ �.,,' h.,..:I' it — E/H INV01)I �fi66A9 •,:1 I EX. YS EX,1F3 EX �9 IIv '. III = 46 sm /�f 1, -MIT wu a"' �p� EX. 3.3 EX:14 •. EX:Y fi EX .17 N �� 4 lL J y� o y 42 w ----H ,.i w/ L- �� __. _. i0P 6 -5 I c� �b vlimF V ;..�' A ��I EA,.VNENT— , IL�,- EX � DRen d - - INV IN3 )fififi BB .� y 4 S, r " I VnLN _ INV 0114 68688 } ' I li lr III y o� ItrF V Di zOL Q Z ri I �(0 . I� III F.. FUTURE BLOCK Y5 f �VI low- ?, \ c4 + �) a, ' IV D. Sill 1 I ���m � 2 <� �sRa. T N ,r ) ae' 4 / I II T'Je 4 w Ham.^ ° " �� o . 1� ti o� y )��. Ifl -. - ,.. 1' 114 L -t R` 11) �4 ., m^ex.�unutt a7 ar`9 re� � ,... s1 ,.• \r EX VAR Ill PRIVATE - \ 6bi IV 1 I F_ AGENENT �6RAy 6E T _ /�/ %0 ✓/ v _ RF �"x � �! .- 3]b _ -_ �` �_ Ycp "hI "�^ r - REVISIONS._ It i'" : 7TOJ?4 ..., pp e. Y- _ FZL` ZN �T --P - - - -�" A?04ti/ __.— '- 1,-F - �-- �� F I r �� r'r i _ -- —� Ii ,r F Ram / I -L-r a. _ /setoTSeosIa) I- J savC T �, ---�� Oct. 242014 County COmmeMS1 0/ e( )' IJIr \� !~ oen xncc Ewre <>... �- x ^� I. I:�E -- _. - �r-� -_ _ }'� ART OF VAR Po6TH m �i� - - PRIVATE al �- ET, �� -T��1_ �1/:. Feb. 42015 April 14, 2015 County Comments ' gg ) _ oRAwncE Es�T �� _ y P o _ 11 /Q snlE OrvcE / �%CHi �� - - ) 6 IIIeY .:: (.rwcA) /a.._ � -( I fi : -`• ✓s fi ✓e; June 23. 015 _ _ 6 t a DW I It X DRAINAGE AG WIDTTP E - County Comments ty -_ —670- �3� y . '(� I raauEV , -610' 1 � III 'l am - - ✓ �� ✓ 1e6 e E +06 - Ju10.2015 County Comments Sept 22, 2015 ' . I/ `" �EC. qii vVAUVE _ _ % �/ �� (" 11f REDUCER Grading Revisions R y _ ° �— — -.... — _ - -e68 -- a III sl�� — _ j — � — — ' �I L/AS �e FUTURE 6 E BLOCK 15 `� / �3 075, RAN wi T L m AS ( I T• ESNT W 1 he 7 Aug 2014 /P ADA A {/ 20 � � rN A6SEI�fiL 8131 45 III III �ta. WN rte_ �7SCA 1 )� l. _ DRAINAGE _ r � S CAP A; — 662 — — ,� r � -- " "5 " I; = W ": INS I Kill l FwE A/ l� L / __� _— ELI r �.,1 pp ,.... l Yr'— d- ..1 �._ 6 ,_ Rs `� wy. ( '� t-. / '� `'_ _x 6rc rl� -RV ree 1 / s �IZr27A= / 1 CONTOU FEET PARP� 2FEET /®/ / 6 12 c ( 1 C( %� AEG _ _ END OF pntbFESTls alAds) l) z c ✓ O, - 6E0 '••,a E 12 f Ez/ O0l .. C / Ea 1Ew , " 01 arcnsl �a ( O !l _ _ESMT. BL 14 WM PCAN - -6 - 7 / / ' • 1T rLO ,r - 7 ,." / /. ✓ DOW ED BMP �� 3 ) — _... _- -_ 1 EN (1e) 13' Go. �o 66, Ex1 T SAN. AH. -. 'v'.,. _ _ _ / �.. W ... %� /� - TMP 55E 1 A7 �C / % i / /' z n..',� TOP 671 3 �_ ACECH MOUNT, PAR R�1ki LC ..�.`.:��: / � `, ✓. v /-P�' IINV w}-a6a1a :. �! P,� N Z - -. ../ a• _ pB 4215 pp 154- 261fPLATO /. /, 0 77 6 e/ l�),L� A 1. i -.- O.B 4195 pp_685_ &93 ((((�1'P'P�LCAI).. .. - �, ;�, / £c /.... 6 ', o„ TMP 55E-1-Al / / 1. IN¢(ouT) =66Ji0a /� ✓; OB,�JJ9R- Al 9_ A ., 'p MARGN- MOUNTAIN ✓P�OpER IES 1�LC. -t / 2 TMP' SS' v/ g V Z / _ - - - - , , \... �c °VLYc J 1o�J 06 4115 pF 154 261 PLAT) - /''� qU p / 1 , < / 6 L T/1 rn , .1 COUNTY 0E 0 B 4195 PP �8 693 P A 6 i 6sA 6 LA 7l I (7 ' IM / �L/ / sOL D 6 3JB8 PM 0 -009 If ifIEEU & a 61 0° _ $ (L III % % � [�.�GV y 1 __ _ _� ACT 7rl l rov EXISTINO SEDIMENT BASIN / so 76,000 at Storage Provded '/ - - / /�� A" — - - ) :'3 f z - - 19, dEVolume 68,647 of 1 I� Reg Ao ® 134 oy /Aa / / / \ _ - _ - L X U I � � / ]. O L e/ 1 I €T� 0 7 r._ a -✓' ,i ` 1 I 30" Riser Rev. 641.0) ,;: / _,.r ...�.; :y°, '� ! / �. we Wa •� /W a m _ _ �\ E.S lT J \YS F , _ �,ry�Y ' '_ _/ / a �� / ✓ /, T,S ', v A' �— t \4r_� ��'� / / /I�6bK�B Maw �\ r �. IIV1�76 IAA �, _ i dNV.(eUT)°44851 � ;9 L.. �) Q .:y SCHOOL BOARD OF ALBEMARLE COUNTY 'O� ✓ a r F� /'✓ � � � 1. /- �-/�� � �� � D.-B. P 405 346 ✓ r _ � / M F�IL SE /Y. �/X „ \::: 650_.___ � O T oar FILE NUMBER 8053 ,.::� / SCALE ;. _ %\L \'`\ 'PRESERVE CIn VOW Eo Ts _.o x FEET / / i3 •,, 1, SLOP AREA % i / SHEET �. /,/ \\ .T /� /�i°/ �1 /. �` '. ;, /�� _. ,, /"��\ _ /��. At -' _— C /,'C 1 /�.x _ \ -3/17 30 PRIVATE - LOTS 12 - 15 DRAINAGE EASFE1 v��.� -� yUy 0 Qi Q V E DRAINAGE 1 A If A 2O PRIVATE -� ,. P �� v DRAINAGE 0 II1'�' �wW �m a ..� DRAINAGE ASEMENT gJ00 nS Z pN iy� -_ I� - - -_ _ ¢j 2-10 �Qtu ® - v OU wLL 0I ' w _ L Stop'Sig I E( D PLA TIN —CURB s GtII R VALLEY _ —T -- L,I .,,y — — 05 T,LE N A —Y R GLEN DRIVE r s ,4> 9 9 LX S SI'vB AL1 RIP / Yp C Stoo o - VAR. WIDTH SIDEWALK: I'',(SRNT S.� 0SO 35V 2 w Q Ua G wm W s o 5T 7UBLiv. i 0 VV NOTES: _ I� �. : MAINTENANCE EASEMENT J 1. DIMENSIONS ARE TO FACE OF CURB. ARC LENGTHS Lf ., _ -� SHOWN ARE TO DESIGNATE THE RIGHT-OF-WAY & CL - ����� (ST -24) _ z [SST 1C�– -- �� Q� M,L9 Q 2� Om > o� °a DIMENSGNS — /� _ —� �A� // EX.3.i i y — 9O =— � y _ 2. GARAGES ARE LOCATED GREATER THAN 18 FROM I� _ - -- -_ _ �_ - - - L BACK OF CURB AND /OR WALK TO CONTRIBUTE p� 6 _ �'V � �I /� I E J IS p � LU �y r �– l NEXT �II, t _ ��� � � 1222' �r4 o1°v o> o TOHE BUILDING RESERVES iyp. ' I I II THE SINGLE FAMILY I FORCES PL w 4W My DETTACHED LOTS. 8 NIDEWALN���, S6B'S>' ., �5�92�� ��/A.151i.1V EX .�43 y/ 16 °C tC+ o2 / W �� OO EXIST. VAR. WIDTH 63 pa 19 PLANT NG SI KIP �I� r � �II z Z a UTILITY ESMT. I Y 4. ALL ROADS SHOWN ON THE PLAN FOR THIS BLOCK I - -V peen. 9 E: qq /� 11Fi S 0 lB x a WILL BE PRIVATELY OWNED AND MAINTAINED. THEY EX ESIT STgn1 ��� " _ I INCLUDE THE PRIVATE PORTION OF ROWCROSS STREET ��� U PSEI NT C I VAR WIDTf4 SIGHT 16 5 LEWALK AND A PORTION OF THE PRIVATE ALLEY. I �'y 5 fib' 5' 36 ivP l I i I DISTANCE SML °I �t LEE 4 6' - �1 w _ III �,� ����<° 88 �t -_ �- ST�FEt751GN �- - -T �� ��W III 5 THE PRIVATE PORTION OF SS MAY BE �� �: h+h Y p 1 u 7 �� ���� I '� ! VLLE� L -� REVISIONS �O AGENT. 1177 AUTHORIZED BY THE COUNTY AGENT. 1� Ih �l ,y. II „µIJ4T` 4J, >Y � V -,- - 4 Gi' ROW' 1..1 "' 1 ? on. z4, zot4 ,2(04 county comments 3A./0� RT L15NT x,�' -, - I�I Q4 Sfi8'S)'02• to �� I t G6 �O m� JO, 111 -7(i �39 / 6. THE PROPOSED UNITS ON LOTS 1A -12A INCLUDE I I ���- I �� W 88' 1� w III l l E� ___ _ i9�I _ � 0�6. ST �IGN [ It THE SAME MATERIALS AND TYPICAL ELF_VATIONS h �V _ °N- -- ji ( gy - GXAP,y� tI p y,,.. Feb.4,M16 County ICom ems PRESENTED AND APPROVED WITH THE OLD TRAIL q �` (//11 �� FI 0 � �I I �� I' y l %�' / x {I V F,Y �� BLOCK 11 PLANS. 4 I� e EX, A C FSbll P3PI =TE I I b - - -_ L1 ��.° I = �_ -- 400• N ry I t EAS] EN✓InuTY 7, i / /:I I `_ c unty Co� erns 7. THERE ARE NO LOADING OR DUMPS AREAS _ `-1 T _ "I l l I� I �I N S 6B'SI02" wT%P. 81� lI¢ - %--lob f /_1' _P,_ E =E -- i- I \ \7 -3'k/ /� I�j \7frT _ _ PROPOSED ON THIS PLAN. - RL CaurM1Y3C0o1ents _ -_ -4s- "- - _ L \\ it 4 �� T - T Y. A, f h / / E= 1(,313 R 0 ///��� - _ _L — r l _ Tr-� J.RI / - -� 8A I -�lI V10 I 'T - - -- ' d�URLT�1,— Imo,._ �..I. __ :�5 - I 1 -_ -- i 1� - �Y ��+ ti- 1NE-,� -� I4O S rvl - { ll'��T l - �� j Sept. 22, 2015 Cutting 11"Orons Nov. 19, 2015 County commence 68'S>' W I -� I R Gh J� -. : �� -- 1 - -�__ l II 01 PeRU W;Y _ Y / l I �l All tYAE. ?RBNf -5{g 1 T t - p II �II 5 "� 13-2v 159ECi,a) _ _. _� 5IQ X� 1jj / — I IJ `NUF / l�I _ _. - 20 j -_✓- °RIVA'k AryrATER- AEN- FOOFIL€ABFBS - 49 -- �� "�i I I - / /' NOTE lf� I 7A 11 �U l�!l OPAIIJHS, EsldT I ry �. L a �i.L Ly - s ALL BE PROwgED oR:AU RovosfTgM2 {-- �- -- A d t � AN ASTERISK SYMBOL " DENOTES ELEMENTS _ -rte c T'T - THAT HAVE BEEN PROPOSED UNDER THE OLD / �i l - -- I : / � /i -/ l - -'' IF - - -E <j RUNOFF ON LOTS a 12. unuzl ={ j x..V =e. ;vIDTd��s� >J, � I - �7/ - dACENT INtiiS Fo ALL RoonoR Au is, zola /�� PRIt 1i[ -� ONNEC110NS �� If TRAIL VILLAGE BLOCK 15 ROAD & UTILITY I i QI OPEN - I l e7 sas7oz w ✓- /. A "- AR m0 SIGHr - -- f3 - - / PLANS (SUB - 201400080). l�l 1089.3X. I n. DRGINAf ESIh T_ >< / i SCALE /CE EXIST. - I I' I �� 85 I - l ZAN9�Mi II 1 J ' . hhh"'lll Nl3' I lhl. 5 >e q I / VA . - PRIVAT. lyq� �/ ��28" l i I WY01H ZBHY �� - "'° � 1" = 20 &.. W _ . S DRAINAGE ESK T. l �ll'�'lA 24' ESMT. I� _ �� _ E 4'MT: / �Mr Vif 6A L �� T L �� I II II �35 */ / �� Rat ANSI ➢0 12 O �a �1e�. Pe W �l / IG9E OE*All) 19 �s°ry �� � �� � �� �� �� �� WIDTH SIGHT j '�OI9TANCE I ESMT. ETA. I�z m� �� y S o L'm'.K I I m I 0 +00 B R2 3 FETAINING wAEGIN I �$ o 9r� ��l l3. 7� / I m I I m m slOpPo o PRIVATE VAR wl�I,,, -- VAR. WIDTH I :v I R3 /� /l,, /. ) MAINIEN A<K s l I I /i Ia 15- nRAINAGE sIOEW i I� I Z ii __ ` I / /�� / I EASE ANCE 78b2 p8A / �,,/I,,r / y�0 & MAINTENANCES UTILITY ESMT. 1„ / " � _Y W / ��l �. �T _ f 1 2y - No Porking - _ SJA. ZNS WALL UFI 1 III 33 � V/ P S4set �3� b;FRIO 4A I� I l 'GE .-) Sign �— �- \, - *B I - - -_ _ EX. VAR. ID PRP/AIE ��� ass'_,: No YO &In s —_ D6 U� 1` _.� t tSiJ Y FSM1IT �: -.� 1 ��lT'.l' S CO, l 1 � � �� W Q Z �s � •,... I W .� °'t4 fiI 9�' -. 15 RAINgG 5I ALK REEK SIGN / l 12B / �4b -12 9 ". ��treat SI PRI�AINTENA CE15 T /-.�"$ /�� �I - .: ^.� v & LF - - %- kI STREET SIGN 1�: 43 *) 3A - g1 li�l v, - (L ,iiiii as 84.4 A E /� o CG �_L , LL -@ L�D _� ��.. �VA 1 +00. ST -.Et i °i� +' 0J °Rh- y2B- PR+VATE� Stop t: �I /� / / /' _ - - -- _ / Il OD.00 SO S Ni hR.' � 6�1"r. - tIXERJ A, �� y � � EX H2 Y✓ T D O .CC �/' J . ie 3 1 _ _ _ - PXXLQFD ?00 H50 I_ - C G* - Jaw o� - 3RALVgpE kG [L1r W� - -_ ____ I _ _ _o �I �ORAIWAGE ESM7 p IA LG -G d Seed /� F - :.,! L 41197 co mlt Sign ��r ; ... 2A cMjfr T 0o0 L�'91' �� w 'i 0 0 E ..I 1 ` CG-12 -�_ - -- � _ ��� - -�� i /�.:� i GDZZ9. _� s 18 __$ �r, lQ w o g m A/ gag. / l 2 \VAR. WIDTH v a° `Y - ---. -. - 0 a '_" K _ -� k G m UTWTY ESMT. a m I `-�� — _v1. d� o�� 1A ITT / i� �� I Ax _ ° a _., 20 PRIVATE �� DRAINAGE EMIT. 27 a i ,�� e, S Pe l' - ��\ - -- /� �� $ / ➢E TO EXISTING I � ' 1 IF 4 70 L.F. of Wood Post _ — ; BEGIN 5' sloewau;r n` -� Gu�d1d-fiai(� SEe Derail 27' PRIVATE I �� on Sheet 9� h YD DRAINAGE Es�rr �'' /� �� _X3 YD 'GOI E� gI✓COST PRIVATE ROW* PUBLIC ROW' I '�\o / 24 PRIVATE . �B K 14 I/ -� DRAINAGE EsMr. l T q /, q Sd A PGgN � IMP 55E 1 Al SAT Ots A$ ♦ J -. FILE NOMBEFi 222 vvv o p MARCH MOUNTAIN PROPERTIES LC /// / x m D.B. 4215 pp: 254- 261(PLA_T l l �� �0$� / 0 cb�/(�� .c 7i �T^� Christopher .lam � 007 -009 ((PLA7ll1 PP. 685 -693 PLA ��LII ,,.�B._3798 pp rl t pF C M II g FL" - JJ��� L,1 IF �� SCALE 1" = 20' .,Nr 4 -. r0;"L FUTURE 40 IppCOAN �o � eea� 0 E7 o/ KAUIN,�T� �1I �� � i � BLOCK 31 LOTS 4 2J _ LOTS 12 15 DRAINAGE LASEVED 1 1 " I.� t T<,r" wIIP Uy w a - t CA, cv ����P��I IBIGE EASEI � v- m PRIVATE I� ) I��. Fa o q M� DRAINAGE EASLMENI! � I V a r I � II __ � ��� 2 i ° Y III �m yl a - N �/ \ YAS \EX f. I \ FIT PAP / / �4 LE H F �O. LU So III _ __ _ -_ - - — I - ®, ®- �� � _ - � - j Ex 12 Will 2 0U p �F- _ TX S� AVALVE 1 L — _ _ 1_ IIII �L EFY OIL GLEN VALLEY QRIVE r - O Ry y � w � � �Q Gw 3 EN A wll ls_ __` _ A 9e 8 =� / �, 1 1 57 EXISTING D6LIC R-0 -ill 1 - i l� - -r n y =� II '.. VAR ENANCEI / J5 '✓ `9Cc JZ Qa MAINTENANCE EASEMENT j EASEMENT I 3f - - _ _ �' IN .;TYPwM _(ST 1fi - /wn+,l�. III I Q� ¢ y�m,�! O i (ST-R4,' xr �'' \ -» _- wl _. -_ .Iw L is op ° ��r > j a --�+ /F — I � �C x �.t _ I r J _ - % /� - - --�__ 5tr UTILITY NOTES: �� U) W2 LIF 1.J ALL WATER AND SEWER FACILITIES ARE TO BE DEDICATE I�� A TO THE ALBEMARLE COUNTY SERVICE AUTHORITY. �I� �" - 11 1- 1 1 Qc lz z �. C, N 1: III �r -p �} I O Y W aW �cp _ �°}� { �( y �y' q y/ # p ;; �y [q , 8' 61DEWALK 11 12 1 �il.1J i...h.1 Ji. 1. 1 10011 IIEXIE VAR. �1A, J. X.17 h "18 EX,AJ ��i A� III Q� ` Ii WIDTH {{ I UTILITY ESMT. z _ �': Ny III 11A �20•DTLTY Ir III .ill EAST.YF_NT � I I VAR. WITIPT SIGHT y� III Gw ®a I+1 Ii I I DISTANCE SMT. _ II (1 1 a Y.1 NOTE: III �I iIu �II I ! 11� Y A_ I. m� WI AN ASTERISK SYMBOL (AA) DENOTES ELEMENTS III /►+I-ti �T'x 1 Z _ REVISIONS I 10 �\ THAT HAVE BEEN PROPOSED UNDER THE OLD �L "^ II '.� 11 PR IYT - Nv > A, III _ � TRAIL VILLAGE BLOCK 15 ROAD & UTILITY II� Qi I try I _ _ �- Eo;�g r„ RT 61. a c o 2„ I, t„u �, 39 *) PLANS SUB - 201400080. I I 1 A G+ _ "I II 1 ( ) I Oct. 24, 2014 �COUnly Comments Feb. 4, 2015 <. _ III �I��� III �A � �� I �CGA �O�? !. II I ! --- .L.� 0'r�(.. L51JTy 1 aVl.�9 -1 I ER VAR NTTH PR VA,- L 'IL I�� o ASEIAEN / GP NF I �. EI DRAINAGE ESMT_ I CountyCo me County Comments June 23, 2015 �J i // 4� -_ _ 4 ? ,I III o ° �l r IF ,�/ �� r �� 7Y`i- - County COmmenis . - 111 it ITP C uo Comments 8A II �� .- IIN CQ11R7' 1Vt101�T +I Ij 0 r '= 1 �lI` T T,' ET PR%V. R/rFI I o V1FP _: o -- — - Gatlmg Revisions ® (ni'FREdFd I+r�US'_iSJON T) I -_ - --L 11 - 1 _ p X 20 P4I VA TF�- '� -- - m { A�' — W a O, ry // 7A DRAINAGE — _ v w 0 —� — - � ESMC �SWEN �l l I (��I DATE Aug. 15 2014 4 EX AR IDTC V hl lA h/" / 11 I�u OP I tf' �� �RAMG_ EAST \\ \ \�.�`O i. :I I sACE DA * NCE ESMT T 1: /iXA I 10 93p �, II �RAINA SCALE I ,.�.� �I �I 4 EX1 u l!3 5/D ORNATE IIII I ARC WDiry '� 1 20 ACK uilpiY C FSN4 / lN?CyVANC�' ESM & �� I I fi / E$£ Or ACRE ESMT. E4M1li. A_ P SS SS *) FOF ENT I I i 1 ' 6A 1 CONTOUR INTERVAL EX. Xi2* TEE 12 +00 <I p lII , / CQNNECi TO EX. e' CAP /EX 1 12 GATE VALVE p I l 2Feet 11 J lil I RD. 12 y 10 EX. 18 "GATEVALVE W.M. 11� EX- 1 12x8 REDUCER P X. 8 PLUG �, iVAR. Wow LIGHT � R1 � $ / I a k,44EMBjy� DISTANCE DUST. 5A� / I Rz ,/o a JI I , � / 1S S /D[lyq ,/ /� 6"', PRIVATE VAR WIDTH & VAR. WIDTH R3 .: III / 3�� y 15 DRAINAGE SIDEWALK _ l � l MAW7A 'c Y�u I &MAINTENANCE ESMT UTILITY ESMT. I � fASEMfN f " >• LDAIE "PVC III *) T �6 5 t, /s III 33 ,.. l T/ / 'x o cn F SLE _ lll' �._� N i flR /,� /m it -J' FOR WIR $ERNE / 3 * -�1 OSE��j- l 4A l l ,'l �,lip�lW- �._. - {-._1 1A�A4NSOEE DETAIL) R4 MFR 48.Ina, �� IDEWAC il �+4 I F$. VAR. 1'fInTH FPI'JA'iE �_ / W �- �d-° UTILIT, ESbI �� DRAIPIAG- CSUT W Q a� - -_ -- P HATE WAR. WIDTH & E 15 R K -� — icRPAIN�dHC'} r11 co = - 43 */ 3A TYP.P. W. /,.2. K) N _- ___ - —p �."_ -__ ROP WM -- - 2� / •i A/ F.H ASSEMBLY X/ �� �. - W M* j -. I o ' PRO 8" CI a d g > _ IVA IE AU�EY _A>_ 3\ SZ DI — _ - _ _ _ / /// ,,D -rco.L ss STREET �' 6 (�, d°— w r --� __ _ _ y/ �O - - Al / 1G +Gn.CO RO\ / '�: 4'0 _ _ �.- ?RlR11fR v _ �- 29 PRFWATE- 1 r _ WI?RD -GS£G rf F- _�RAINA6E -OR WM. N 0 (y 0. 5 11 / DRanv°GPRIv „, o — -� ;— f�L• _ =- - V 2A S/N W — - �rI T s w 411 97 0 EX 12 x12 TEE $ u �� P- mss. 1T -�r-l� n �/ �/ /( / !' / '/�. \ -_ O ^ m . _ } EX 18 REDO R _ i- EX 8 GATE VALVE 1 /� {, / d�_ _ / l l' l l `%` DESMT. - . ,.J J _ _ _ �. \� \'UTIILLITY /� lA _ m YAlI 20 PRIVATE CONNECT 108 CAP / / � (t) ” Rv. DRAINAGE EsMr (Pmp . aa, ory / /// O Block 15 PI F 2 b" 45' BEND / / ns ) .. 2" TYPE 'A' �' 12° CAP Umn RP �BLOWOFF _ I N c �jtl / ENO OF PAVEMENT'1. k \X ��Q V,p � i IT, �G/ �/ `y � / 27' PRIVATE n!� S & VALVE 9 �l �20� / DRAINAGE ESMT / . 12 PLUG / E% a It / ROW* PU " ; A Christopher D. M / 9/ , PRIVATE EJC Row 20' PRIVATE e IN / EX. 12° x 12" TEE IF o N UOUIFIED BMP ESMT_ ,ou( 14 SWM FTLAN) DRAINAGE ESMT. / /, /� f- () G.V. z' FILE NUMBER s ��� SCALE 1 20' \ / / � .. _ 4 � �. v / SCALE IN �, 1 FUTURE . P RA 'A/ PROP 4 �/ / / SEWER LATERAL BLOCK 31 L ®TS SHE ti / MATCHLINE SHEET 6 s /1� A � r MATCHLINE SHEET 5 _ — - - U TMP 55E -1 —A1 MARCH -- / % 3 bVdN ToP = x7103 - ti Vil \ �MV.((IN) ss31a P� W Ny MOUNTAIN PROPER IES LC D.B. 4215 pp. 254 -261 PLAT �� B O X10 -37 wv.(OUT) 6x3.04 ],` 419pP. �` / �gg ppG TMP 55E -1 -A1 D.B. 001 -009 PLAT 4 J� / �� t T ,,, e r ..y l T \ �hJ��f7C �6 WER LATERAL BLOCK 31 LOTS MARCH MOUNTAIN PROPF_R IES FEB. 4275 pp. 254- 261[(7PLAT LC / 2 TMP.55E -1 —H / r� / COUNTY OF ALBEMARLE d zo Q pW s(t I / / / D.B. 3,798 PP 001 -009 (P� AT PP I DE. 3955 pp. 1 -10 I (DEED & PLAT) 2 0U >p uiz �/ IL — 2 EXISTING SEDIMENT BASIN to 76,000 of Storage Provided Riser Elevation = 641.07 ) W o� 19.25 Ac AX 134 cy7Ac / QQ � �� Req'd Volume= 69,647 of ) /'� I� Q zh (o om ou_ 3 20 UTILITY OLD TRAIL ZMA BOUNDARY ESMT ¢ �� / W� iI1 �Z UN / o �� OS / yeti ' 641.07 / '._.. —_ ro M W RW m j '7 �' `ve 2ma_wI m a i � �Ek 61, � 2 W - o � a IF (A / EXIST SANITARY M H " -, / TOP INV. = 656.78 / ((IN)= 648.73 REVISIONS Oct. 24, 2014 TMP 56 -17A INV. (OUT)= 648.51 �� County Comments SCHOOL BOARD OF ALBEMARLE COUNTY �� �' ** R Feb. 4,2015 I April 14, 2015 D.B. 405 p. 346 , M County Comments / / � Sy�CP � � 0' June 23, M1 5 � County Comments _ July 30, 2015 County Comments Sept. 22, 2015 Grading Revisions � ✓ ... Aug. 75, 2014 �- SCrr e - ..'�, SEWER A I ER 0 0 / 1 _ — �, �gY �- g„ SAN — — CONFOUFINTERVAL 1 /I 100 YEAR APRA F DPLAIN L00_ - _ _ -� �' ®d — -2 Feet - ' ,Wg �� � CZI- / EXIST. 60 SAN. N.H. _ — TOP 633.19 IN 0 Ch 0I$ �J 0 T 4. 0 L� �, N I / ea ayr ILL ¢ Q (7 TO e � /I / I a Y ¢ - - - - O UTILITY NOTES: JY a L) ALL WRIER AND SEWER FACILITIES ARE TO DEDICATED .H OF M YJ I, TO FILE ALBEMARLE COUNTY SERVICE AUTHORITY. }PQpyTn Yr4 • O lig n uCM1 N M ii C. o O��" 03 fi]3 4I - NOTE- AN ASTERISK SYMBOL ( *) DENOTES ELEMENTS i4.'�'iaxn�ee °0 "*N THAT HAVE BEEN PROPOSED UNDER THE OLD TRAIL VILLAGE BLOCK 15 ROAD & UTILITY PLANS (SUB - 201400080). r FILE NUMBER 8053 l SHEET 6/17 _ — —�— i i. 3 O In- ,. v —� 1� O__ 0 - _ _ v A FIT v �� Ix cc q CIA 11 = \ \ [� -- - _ +-� -_ _ � L: ER 1)x- - "� EX. 12" W/l j: _ _ �:. z SOH \ VALLEY DR �� zl I F -\ / ExiRtm GLEN VALLEY DRIVE 4 ?O �w �� GLENN ,Sr -14) stnpsNJ —_ gDg3 I \ 9 / _ al _ 57 EXISTING PUBLIC R 'I 3 1 - -A - - o Z OU w O Z > -' \ - - - _ - b b�_ — — w (ST -16) I - rL Oy \ - ST -24) 2 y NOTE: ill / __�_ EX.5 - - �- m °o AN ASTERISK SYMBOL ( *) DEN OTES j 1 A �� - "� 17I / - -F--c— _ ELEMENTS THAT HAVE BEEN PROPOSED �lll �� \ _ �� / _ UNDER THE OLD TRAIL VILLAGE BLOCK \ — - -6 ���]]] R �¢ � � 2V' c�im 15 ROAD & UTILITY PLANS �I �, 12A \ 1 _ 2 �� ao 3 tr- V _ (SUB-201400080). 1 C _ _ EX. i E3�C 9s q cc X78t3fA. lI �DOII yI I� 1. 7 \ G✓a. 3..3 E-X_17 C a�sy 5-q .i �� �� we __ -- v� 1A� o� �_ ����p� , AM NT B�� Slgnl����� ���� V Il W aw s w III C� m W. ME* .I �., n { I'.I WZ ��O III -ti 10 ATE ASS I I�� II 1 I �� 11 +34.7U CO - f ®¢4�Iy�II� +8996 �00. C EX. �.STREEI SIGN., Efd '`rl �� ^ (3 9" I W III J p _ I /� ��" -CCY'A N Stop SI9 -- — -- R ►�gy, - - Z I I� MO X ° EX VAR NIDIH� IbATE-- 20' EX. UTILITY HN R ,P DRAINAGE EAST - SCALE 1" = 20' / ( jy� I - EASEMEN - " �I I 3^ II 40.0' O T J o 1 ro m o m III 1 a .. ' /I �� � 1��:� -�- � I-674_ �/ � I P 1 ��� � I I A _.. \ o �� 11s \'. 7 - '- - - -. _- �� l \y 3 /T -� III„ IIII I -. , Od. ?A, 2014 � County Comments - _ - _ suLe w resT -' �� - �py{�' _ ��- J I I I c�� .III os I O �. _— �S -�� -1 �. _/�-- _l. J.�k1.�* -r--� -__ l m 8A �Iii Y -�- of -_ _ e] , � L Iy I _ �, �.� I 14© I Hl OF -WAY 1 1� I� ILf: EE YWL. April 14, 20155 CJune 302015 County Comments -e_ _ 24 RI oc v v - � �_ v✓�5//P2015D0(3i¢ L I e5a10 -`- -O TJ N7 _ --.� --L.� oP C, _� -+ TAP —41 �m Jul 30, 2015 County comments DX, 20 PR VI AtC� B - -- s �- i - \ IIII ESM,T; a` ASBU LT LL a -. 6 x Y IIII '1 -. 7Q66 I i 00t �.I '- -._- AANNEi G(<v\ Sept 22 2015 �redln9 RevISIOnS i. SEWS LAT. \ I PRIVVI \ " �% I / ORASS CTION eR B w 1 Q SI REET�� I �/ uECnaN I`I II -90 l 0 °. -0RAINAG. EDMHT. l CHA EL SEC110N _A x SPA I HITCH n 111x0 EAT H DEPTFbB,• PTH --B" ASS ONED 0 .� i / OX-0 � �� IIII DATE �7/ / -�� 6' s- ♦ fi X872 Y. EX. VAR WIDPI PRIVATE �> �IIl 1 - _ - — DRAINAGE BM1'. \ IIII I l V L Ass�i.eo�FlATJNEL 670 -- crenss a cH�NNEL ( � I Aug. 75, 2074 _ _ __ _x GRREAR - 6 N EL REAR - STRWRt - I I ��� \� — — r I xIJI I LDT it -i2 L REAR - SIRMRI �L T iO-J uNEn CH e�. I �� 1 �/ 1�10 �/1 -EX. x17,' TEE 12 00 �� L RE LOTS- Ex. 1 12 GATE VALVE SGLE N T- p 7 L v EX 1 8 GATE VALVVVFFFRRUER ^ I 1 ^MI6 a v EX1 12 x8" SEEN CE 0 MIN LEE - 3I -._'_a 9 mEX 8 999999 PLUG 5 es��" ___ -- - 668 - -.m_ 3 -io °nuvna0u ii.._ -- L Peed Lmt BPt II �'w �C 85 .BB - -3 lwo I\ S9 Ft2"Feet \ a nwu vm wr+i ] (A rcl� Me�?OIJNN IN E eWdfa,,.8 p e ^.e co„ i� ��_ /] 26 X0)8.8] ] \ lII I��l /p i fiW � I Wye III CPI 66g R�PA�VAflnNi 5oN lu�m� Til6P6]] \J�) Ml T Iniv -BBP _ A V l /II cnP rua PB LEAVES, e aUT OTY ES "�� DRAINAGE ESMT PRIVAI -,. _ rxrs "a Iwon 1 Fx. VAR wIDTR �I _ nvxiauT �6 6, a-„ v ffil Rare f REET SlG1F. \ FES V L - SALE) foie •" "m] -o-I� ��\ ,� �43� RESSE 3A — P�� — ��]n� �s3 API- / I \ -�"�� cv a 6 4 ��� * F'' SSE L e w N � IfH/ I IVAIE ALLE {A OEV�01' A m re 665.80 84 1 \�. WMT �/ ST EET -ei �� `fis]s655�£R�p fim61e W E z 1 aetat .�N= 1 +0000 Ro SS - - �y Slav _ A��'� - T. __. � "vtankss s l Ek20 664 - __ — WfROPi7SfL aw„ r c m o :: S�6` Wi Ill DRA,NAC R,VATf - - 66 - -- - - 'r 16 `Y O 1, m,z^ cl vNC - oo - - = - f �:,x _ o _ : AI \ 2A AT SaAfi B �. t L- 41197- o EX. /2 "x12" TEE /V pp � / / /�. / 2 - - -� - A': E% 12'x9REDUCER :�� �_L/ a (L Z (V / s4fi�.I _ EX. 8" GATE VAL 1 I Y i y �2I, EX, 12 CAP �� � _ �I� I 0 L.F.'of Wood Po - 4 ,� _ 63€i 660 - - -- __�/ 660 "n _ 6 IT II ? k yN>. �� 6 fall, See DBYRI / — -834 /' �' - v N - 60 _ _'x - EX. 12" !.�� - - — — V A 12' K lEE P topn G M II gm H� �$MF- E1 5CWM'f' kh`j� _ - _ / MODIFIED BMP � _ � _ = Ex 1 ' G.. � ° O lH OSI6 ]P 4. A � �POF 2 O _ �� / — 2 _ � I � - "^ Pon - - A66 �o cn IE IE A / ^_ 66�SEWER O.. _ _ I ' ply( / E/ / /// // \6Sn\ �� \ \ �6 �66 FUTURE FILE NUMBER LEI PEE _ _ - -6 - -- / \ /,I/ - � -- A_ A A \ \ LAZE 6 SOCK 31 LOTS �T�� T,�����.v X53 / 1 ry/ T/ LET \ - / �6' \A I .� -I��— __ - -_— ��� / � / � � A � � _ SHEEP 7/17 MATCHUNE SHEET 8 A I MATCHLINE SHEET 7 - - - 60 z - - - - - -_ _ � E % 12 CAP 660 Z N N N65€> END OFPAVEMENT' - 660 h66 Q, m E _ _ EX Q J 12 d �� 2� CE _ 12" x "TEE ` ''. .6dE - /�\ ¢� R lid /;/ Ex 12" c _ G6g / I If ° t5 � �J - 1- \1 c sso ' \�S / � � �y �¢w D ¢ K w `V •I �N FUTURE BIZ �� 64D' _ ) - - - 1 ,. OR ®CK 31 LOTS as >, �V o s. S B / IS Go 6 B� /. W� d) OS zo EXISTING SEDIMENT BASIN / /1L �� - __ -- -- __ /, 1 / �U ¢2 0 y hW2 76,000 of Storage Provided �\�" Riser Elevation = 541.07 ) 1 - �� ( L C3 Q gul 19.25 As SD 134 cy/Ac l i A� �� t� \ E�I - -- -- - �2 0 Req'd Volume= 69,647. of '; 1 � - -- - _ -- / �LU 'II �. L / i 'T -._ -> �, 30" Riser Elev. = 641.07 / 3 / A -`- -� --� -=- --/ L - REVISIONS oct24,2014 Invert = 636.11 / T �, ,,. County Comments ___ ZOE /e `. _ _ / / Feb. 4,016 April '� x E' County C Comments June 23, 2015 )I MIR County comments - �$E July 30 2015 �fit County Comments rosa n 2, 2015 GPatlin Revisions �1 = Cob DATE 6 - � /fl 1 Aug. T5, 2074 SLE C:j CA�� _. 20D �� / _ � _ __ l CON T ERVAL r i 2 Fee Feet-j - _ l / 11 - 6 .. _ __ - -- oW �1 M 05 ' STORM SEWER SCHEDULE 11IW2015 GRADING NOTES: LU ®h° PIPE# FROM N PIPE DESCRIPTION SLOPE IN OUT / 1. THE LATEST EDITION OF THE ROAD G BRIDGE SPECIFICATIONS, THE ROAD 6 BRIDGE STANDARDS A� 23 24 22 32 L F. of IT DE 15'SM-Pu Plpe 063% rvvlwY- 65]40 6565720 / / OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL @ U) Z Z AND CONSTRUCTION METHODS OF THIS PROJECT. ¢ 21 22 IRS 103 LE of HP D E. 15'Sinfu Plpe 156% NVai 655.45 xvloml 65385 Y Q 7 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE Il a LL ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL To $^ 4 18A 18B 18 25LF. of ROLE. 30 "Soorm Pme 3.62% Nvlrvl °653.75 NVAml652.85 Z / %L / THE SATISFACTION OF THE ENGINEER. m' O' 17 18 16 58LF. ofHPDE. 30'SNrm Pipe 302 % NvlG- 650.75 NVo0m1649.OR 1 / 3, ALL GROWTH OF TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS 15 16 14 (DRAWN 56LF.ofHPDE. 30'SlormPlpe 089% NvIM° 64295 Nvloul 642 d5 SHALL BE REMOVED, N Z 0 0 T , I 12 13 Ex.41 59 LF. of H. P.DE 15 Slam Pipe 4.4D% Nvlrvl des 50 laeourl 6659D f 4, ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE W Y Q -1 CONSTRUCTION OF THE SUBGRAOE 10 11 9 55 L F. of H P D. E. 15 Storm Pipe - 289% Nvl Nl Mae 00 OJOUTP 66340 / 5. DRIVEWAYS TO LOTS WILL NOT BE STEEPER IRAN TWENTY (20) PERCENT UNLESS CERTIFIED BY AN ENGINEER SCALE 1 - 20 0 9 7 42L.F. dHPD.E 15 51 rm Plpe 280% xvl xl W255 IRPOROF 66135 �i 6 7 5 144 L. F. N H. P. DE 15 Storm Pipe 2.99% Nvl Nl Nv1ou1P / 0 Q W O 01 THAT THE DRIVEWAY AT WE PROPOSED STEEPNESS WOULD BE SAFE AND CONVENIENT FOR VEHICLES (INCLUDING 65640 / / I - -' EMERGENCY VEHICLES) TO USE THE DRIVEWAY, AND SHALL INCLUDE GRADING TRANSITIONS AT THE STREET i.�`� - -2`� 4 5 3 43LE aIHPD.E 15 Storm Pipe 0.69 % Nvlrvl° 65630 Nvlouil 656.00 65630 - 2 3 1 LR LlE J (R 6 THAT THE AGENT DETERMINES WILL ALLOW PASSENGER VEHICLES TO AVOID SCRAPING THE VEHICLE BODY ON h 18 of 15 Storm Pipe 15.20 % It 649.00 Nv1ouTP 646.25 m ti IL THE DRIVEWAY OR THE STREET. ADDITIONALLY. THE DRIVEWAY GRADING SHALL PROVIDE AN AREA III FRONT OF VALE ufe r 1A 1 1B 60LF. of H.PD.E 15' St rm Pipe 05F% NvI NP Mile 05 NV(0mP 6"75 THE PROPOSED GARAGE, OR AN AREA PROPOSED FOR VEHICLE PARKING WHERE NO GARAGE IS PROPOSED, THAT IS Typical Yaftl /ROO1 Leal 75LF. ofHPDE 3 Corrostetl 050% Nvl Nl- 66095 RA0uCA 66020 NOT LESS THAN EIGHTEEN (18) FEET IN LENGTH THAT WILL BE GRADED NO STEEPER THAN EIGHT (8) PERCENT. L � Under Wall Conn to Stif 12LF. WHPDE 12 Dual Wail N12 200% xvl xl 65775 RA0uTD 65750 6. AN AREA AT LEAST TEN (10) FEET IN WIDTH, OR TO THE LOT LINE IF IT IS LESS THAN TEN (10) FEET, FROM Under Wall Conn to SLN20 12L.F. INH.PDE 12 Dual Wall 412 2.08% uvl xl AM) 25 NODUTC 659.00 r O THE PORTION OF TED STRUCTURE FACING THE STREET, HAS GRADES NO STEEPER THAN TEN (10) PERCENT ADJACENT To POSSIBLE ENTRANCES TO DWELLINGS THAT WILL NOT BE GERVED BY A STAIRWAY- THIS GRADED INLET SCHEDULE lvvzo+5 AREA ALSO SHALL EXTEND FROM THE ENTRANCES TO TVE DRIVEWAYS OR WALKWAYS CONNECTING THE DWELLING TO THE STREET. UTILITY NOTES: O 1) ALL MANHOLES WITH A DEPTH OF 12 OR GREATER 5*B" es wanoN TOP rvose _ SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH 1 °SAM 21YEA Enaw wow _- 95,m / NOTE: # *bMUTe op� ' VDOT STANDARDS (SMH -1). + s epos vooTS Mµx wlo9 11tz90 i AN ASTERISK SYMBOL O DENOTES ELEMENTS FILE NUMBER l r ., 2.) ALL INLETS DEEPER THAN 4' REQUIRE ST -1 STEPS. s v0Oi x 6617,8 THAT HAVE BEEN PROPOSED UNDER THE OLD - 69 ge w y, ) uo 10l o sr or 679x4 , 8.5 > 3. ALL INLETS DEEPER THAN 12' REQUIRE SL -1 SLABS. TRAIL VILLAGE 8053 - q w n l BLOCK 15 ROAD UTILITY q�� � 2s m1a1.9s 0i Dwn wae9 ea n .PLANS (SUB- 201400080). Z U1"'�s3 C- �L%� -_.° � 4.) ALL INLETS SHOWN SHALL HAVE IS -1 INLET SHAPING n 40 71N up worsro DI OR srzm mEe 7,4 CW f pn r c Mulligan (VDOT 2008 ROAD & BRIDGE STANDARDS) / ua rv2 e u(omrznl eNawa .1o°slcew Nren snzs / 031972 - T Va 18 MH s63.w TYas 107 pq 2 T- 1 119E p' 110 a,'011111- EVe VY _ 185 47 11,8+23 VOOTSr° o AD WAS ,w= v' 114 y SHEET �/ N 22 e0 1&9721 VDDTSTD OI 2C 080.35 TYPE e' 80 � m m 1&s1a vOOTSrO of c >' _ saes TYPE a 10 8/17 i ROWCROSS STREET DI -2C DI -2D / 695 E ° 22 L =8' L =T7 8 C hT 690 685 680 675 670 665 660 655 650 645 640 635 695 690 685 680 675 670 665 660 655 650 645 640 635 PRIVATE ALLEY'A' sa H 680 675 670 665 660 655 650 - - fi9� 685 - IF It - COURT MONT WAY EX. PC REF11 IN J_ 666 IF, Scale r -50' a 680 680 PRIVATE LEY 'VV Scale .Fire ' lit �_ Ii PRIVAT A IF Lif N, If .F.e tie 5m 9 +00 9 +50 10 +00 In ,m IFNI e I, off +m If Q 7 +50 ¢ 10+00 0f + W 12 +00 12+'60 13.00 16+50 IF J e_ 0E oOr o ?4�pyTo r a m 1 �z PROP. FIR < _> 1 +00 1 +50 2 +00- w UTILITY NOTES: 3 +50 4 +00 680 ¢ HYDRANT 6 +00 II 1650 w II -0 ¢� -- - V m O ASSEMBLY SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH 6 J UUUn I. Nit > ` ` tl Lic. F~K 2.) ALL INLETS DEEPER THAN 4' REQUIRE ST -1 STEPS. oici 0) $> aj J FW -_ U u OIL- Oo+ ITS w ve , I r 3S ti p _ - L IT d2 a> rc b ECI p" ECI >a F> ., "." 4.) ALL INLETS SHOWN SHALL HAVE IS -1 INLET SHAPING. FT um - -� WITHIN OVER -TURN KEY. SEE WALL FOUNDATION DETAIL 0 come .I. T pQ a¢ Ory V 675 0 _ -_— O� TO 3.5 FEET OF COVER. i Sv m> F-T If - 7.) PVC SEWER PIPE MATERIAL RECENTLY REVISED TO SDR -26. a U+ Z FIE O F 1" OPPER W/ SERVICE >F+ w 635 (D zz F Noo MAI TAIN 1T LEAR mrc .� mrc - .mac - NOTE' —PUau - m¢ AN ASTERISK SYMBOL ( *) DENOTES ELEMENTS mrc n EXISTING C THAT HAVE BEEN PROPOSED UNDER THE OLD _ w - ,w ROW ' - in K-21.68 - - -- w FINISHED C RARE _ If - VC EX. e CL 52. Y D1 _. I It SERVICE �]. FILL AT 95% EMI" MAINTAIN 12 C No -- IS Q �... y Y I W 0 � 0' PRIVAT RO varied s Cale le. 1 5. 5' = EX 15' EDP AS Net �- - COVER V„ 101 Q EX ON m r F < " X51 Z w �R& - 0 0 O D 1 IF 8 Cl. W/L 0 Y DP sit- 0 ® O 12" 01. (SEE SANIT Y SEWER TRIPLE ,� 0 FOR PIPE MAYL & TOP.) et in m a ra m �w © w IJ om e" U o m o Q o o� 00 0 o Horizontal Scale 1 " -50' d n > LL It w oW h Vetl'cal5 ale: 1" 5 II II 'ate m°m FI It m m -OT "RUN O Z�c J P l FI m it vo J o- IF w o _. f z 48" MIN. » » 5 .59 t: OF e' 60 39 LF OF OR 2fi PVC - a: IF NFL » - 170.15 LF OF 0" Si 5 R-25 PVC ® 0 50% SEE 35 O -/066 OF OF 0 DI. 0 62% 650% 5/L wto Z ._ 42e TYPICALI CAL samq 132.33 LF OF 0 1" CO HER WILL SEE ICE CvOm 19fi.W L OF 0' ® 65 _26 PVT 3% " H F' sOR -25 PV 0 0,527 MAINE N 1 CLEAR z fw J xmx Q ¢ W CONTROLLED. _(FEE .) r w WEDGE m FILL AT 95 %, m IN COMPACTION OF _ - n a No AL S,/L A 11.95% EX. ROAD^ 11 It M OF EV fi 4.35 � - / � -� `F.H. ASS T' z I > > z z N LLo O R AL-CL TD1�L 'Tr­ 'GI YZ If W /IF I ,9+ PR P 8 CL 52 FELL CLEA No ^,n NO I 000 �� n sa o mn' 27e� 15" FREE *I m' �0 1 HDPE 21 0" HOPE Imm µ 102 e8 __.. m 'n m �, -__ _. -_ h —. _ LN it N II'm CONNECI�S II II rl TO STR 3 II III AB ENRICHED (N 52 DI W/ �— it 'o it 11 fict 8L CK 15 PLANS) >I> » > >> > - (SEE S E 41D R LL FOR BEMATL & SLOP E) S 1 Lit, w < N N ROW OSS STREE II� L PROFILE OFF SET 75 - -- of - PROFI'4yE OFFSET 75' m o o n FE PROFl ECL II sp Ie II �F it Per II iI I`" II II q II I- O 1 O - O- ov ~ H Iscale. 1 50' > > » IF Z z? F V N al Cale 1`9 695 690 685 680 675 670 665 660 655 650 645 640 635 PRIVATE ALLEY'A' sa H 680 675 670 665 660 655 650 - - fi9� 685 - IF It - COURT MONT WAY EX. PC REF11 IN J_ 666 IF, Scale r -50' a 680 680 PRIVATE LEY 'VV Scale .Fire ' lit �_ Ii PRIVAT A IF Lif N, If .F.e tie 5m 9 +00 9 +50 10 +00 In ,m IFNI e I, off +m If Q 7 +50 ¢ 10+00 10 +50 11 +00 11 +50 12 +00 12+'60 13.00 16+50 695 690 685 680 675 670 665 660 655 650 645 640 635 PRIVATE ALLEY'A' sa H 680 675 670 665 660 655 650 - - fi9� 685 - SCAL 1 = p4 ®1 ■JLFHICAL 670 665 AALF IN NET F ROP. PO ION OF - COURT MONT WAY EX. PC REF11 N OF J_ 666 PROFILE CL Scale r -50' a 680 680 PRIVATE LEY 'VV Scale .Fire ' lit �_ Ii PRIVAT A — LEY'A' Lif N, If .F.e tie 5m 9 +00 9 +50 10 +00 10 +50 11 +00 11 +50 > ¢ Q 7 +50 ¢ w o KILL ry ¢n m Im 9 +00 9 +50 OF a r Q a3 IF J e_ 0E 0 �> It ?4�pyTo r 1 �z PROP. FIR < _> 1 +00 1 +50 2 +00- w UTILITY NOTES: 3 +50 4 +00 680 ¢ HYDRANT 6 +00 67 1650 w ' -0 ¢� -- - V m O ASSEMBLY SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH 6 J UUUn I. VDOT STANDARDS (SMH -1). > ` ` tl Lic. F~K 2.) ALL INLETS DEEPER THAN 4' REQUIRE ST -1 STEPS. oici 0) $> aj J > -_ u OIL- Oo+ , 031672 IIac , I r 3S Uj7 _ - L IT d2 a> rc b ECI p" ECI ¢U ., "." 4.) ALL INLETS SHOWN SHALL HAVE IS -1 INLET SHAPING. p� um - -� WITHIN OVER -TURN KEY. SEE WALL FOUNDATION DETAIL 0 come .I. T pQ Z� Ory V 675 0 _ -_— O� TO 3.5 FEET OF COVER. i Sv m> F-T If - 7.) PVC SEWER PIPE MATERIAL RECENTLY REVISED TO SDR -26. HILI J U+ Z FIE O F 1" OPPER W/ SERVICE >F+ w 635 (D zz F Noo MAI TAIN 1T LEAR mrc .� mrc - .mac - NOTE' - m¢ AN ASTERISK SYMBOL ( *) DENOTES ELEMENTS mrc n EXISTING C THAT HAVE BEEN PROPOSED UNDER THE OLD _ w - ,w TRAIL VILLAGE BLOCK 15 ROAD & UTILITY ' - in - - -- - - -_, w FINISHED C RARE _ If - EX. e CL 52. Y D1 _. I It SERVICE FILL AT 95% EMI" MAINTAIN 12 C EAR COMPACTION IS �... y (TYP.) 0 Horizontal a 0' varied s Cale le. 1 5. 5' = EX 15' EDP AS Net �- - COVER V„ 101 Q EX ON F " X51 JTV �R& - _ D 1 8 Cl. W/L 0 Y DP IF ® O 12" 01. (SEE SANIT Y SEWER TRIPLE ,� 0 FOR PIPE MAYL & TOP.) et in m a �w 30" HDPE © O IJ o m o Q o o� 00 0 o Horizontal Scale 1 " -50' d n > w a ^n It wad mo h Vetl'cal5 ale: 1" 5 II II 'ate m°m FI It m m III -_ R _- P l FI m it vo oz o- o _. f 48" MIN. » » 5 .59 t: OF e' 60 39 LF OF OR 2fi PVC - a: IF NFL » - SCAL 1 = p4 ®1 ■JLFHICAL 670 665 AALF IN NET 670 PROFILE OFFSET -25' - COURT MONT WAY �) PROFILE OFFSET 25' Q J_ 666 PROFILE CL Scale r -50' a 680 680 .e Scale .Fire ' lit ,I SCAL t' HORIZONTAL Q > 575 Lif N, If .F.e tie 5m 9 +00 9 +50 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 - Q 7 +50 s w o KILL ry ¢n m Im 9 +00 9 +50 OF a r Q 655 IF J 0E 0 �> It ?4�pyTo �p 0 +00 0 +50 1 +00 1 +50 2 +00- Z UTILITY NOTES: 3 +50 4 +00 680 is rz/ 5 +50 6 +00 0 1650 if J ' LIT 1.) ALL MANHOLES WITH A DEPTH OF 12' OR GREATER -- - V m g Christopher C. M II'g n SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH UUUn I. VDOT STANDARDS (SMH -1). ` ` tl Lic. -r,� 2.) ALL INLETS DEEPER THAN 4' REQUIRE ST -1 STEPS. oici 0) $> aj 116 -_ 645 OIL- Oo+ , 031672 IIac , I r 3S 3,) ALL INLETS DEEPER THAN 12' REQUIRE SF-1 SLABS _ - L ❑ - o 'DR b ECI p" ECI Oi ., "." 4.) ALL INLETS SHOWN SHALL HAVE IS -1 INLET SHAPING. p� 5.) PVC SLEEVES FOR COPPER SERVICES SHALL BE PROVIDED - -� WITHIN OVER -TURN KEY. SEE WALL FOUNDATION DETAIL 0 _ .I. 6.) MINIMUM WATER MAIN COVER HAS RECENTLY BEEN REVISED s4o V 675 15 HDPE - TO 3.5 FEET OF COVER. i SCAL 1 = p4 ®1 ■JLFHICAL 670 665 AALF IN NET PRIVATEALLEY'A' 670 PROFILE OFFSET -25' - COURT MONT WAY �) PROFILE OFFSET 25' Q J_ 666 PROFILE CL Scale r -50' a 680 680 °o 685 Scale .Fire ' lit ,I SCAL t' HORIZONTAL Q > 575 nN i' 660 670 3' If IF I I IF I f, L, Zi - Q 7 +50 s w o KILL ry ¢n m Im 9 +00 9 +50 10 +00 a r Q 655 IF J 0E 0 �> It F Lt �p 0 +00 0 +50 1 +00 1 +50 2 +00- If UTILITY NOTES: 3 +50 4 +00 4 +50 5 +00 5 +50 6 +00 0 1650 if J ' LIT 1.) ALL MANHOLES WITH A DEPTH OF 12' OR GREATER -- - V m FE - SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH UUUn I. VDOT STANDARDS (SMH -1). ` ` -r,� 2.) ALL INLETS DEEPER THAN 4' REQUIRE ST -1 STEPS. oici 0) $> aj 116 -_ 645 OIL- Oo+ w si IIac , I r 3S 3,) ALL INLETS DEEPER THAN 12' REQUIRE SF-1 SLABS _ - L ❑ - o 'DR b Oi ., "." 4.) ALL INLETS SHOWN SHALL HAVE IS -1 INLET SHAPING. p� 5.) PVC SLEEVES FOR COPPER SERVICES SHALL BE PROVIDED - -� WITHIN OVER -TURN KEY. SEE WALL FOUNDATION DETAIL 0 _ .I. 6.) MINIMUM WATER MAIN COVER HAS RECENTLY BEEN REVISED s4o V 1 15 HDPE - TO 3.5 FEET OF COVER. i F-T If - 7.) PVC SEWER PIPE MATERIAL RECENTLY REVISED TO SDR -26. FIE m Q� 635 II F QII mw - mrc .� mrc - .mac - NOTE' - m¢ AN ASTERISK SYMBOL ( *) DENOTES ELEMENTS mrc n EXISTING C THAT HAVE BEEN PROPOSED UNDER THE OLD _ - ,w TRAIL VILLAGE BLOCK 15 ROAD & UTILITY ' - PLANS (SUB- 201400080). - - -- - FINISHED C RARE If - 1 COPPER I It SERVICE PRIVATEALLEY'A' 670 PROFILE OFFSET -25' - COURT MONT WAY 665 PROFILE OFFSET 25' Q J_ 666 PROFILE CL Scale r -50' a 680 g °o 685 Scale .Fire ' lit IT a Q > 575 nN i' 660 670 3' O 675 665 670 666 - COURT MONT WAY 665 655 Q J_ 666 650 EX. COURT MONT WAY EX 685 680 675 670 666 660 655 - COURT MONT WAY Q J_ Horizontal Scale r -50' a Q g °o V rOcal Scale .Fire ' lit IT a Q > Y nN i' IF 3' O G IF I f, L, Zi 30Z Q 7 +50 8 +00 8 +50 9 +00 9 +50 10 +00 a r Q It 0E 0 �> It I �p 0 +00 0 +50 1 +00 1 +50 2 +00- 0 No 3 +50 4 +00 4 +50 5 +00 5 +50 6 +00 0 0 -- - V m UUUn I. zm ^ oici 0) $> aj 116 OIL- Oo+ w si IIac Zlo VN o in 11 w b Oi rec, p� pw - -� 0 V EX 10 .12 V 15 HDPE IN 15" HDPE Im F� FIE m Q� II F QII mw - mrc O mrc - .mac - m¢ mQI mrc - EXISTING C RAGE -- - - - -- - 685 680 675 670 666 660 655 Q J_ 655 0 a Q g °o I I IT a Q > Y nN i' IF 0, O G IF I f, L, Zi 3 6 +50 7 +00 7 +50 8 +00 8 +50 9 +00 9 +50 10 +00 SANITARY SEWER PROFILE A TO F \ ^7 \ °7 lc/ n n n 0 Q J_ 0 a Q g °o I T a Q > Y nN i' U 0, O J a J m DID a � J w QrcL a r Q It It 0 +00 0 +50 1 +00 1 +50 2 +00- 2 +50 No 3 +50 4 +00 4 +50 5 +00 5 +50 6 +00 6 +50 7 +00 7 +50 -- - zm ^ Il aj 116 II IIac Zlo VN b Oi O,mp p� pw O� F� FIE F� Q� F F QII mw - mrc mrc - .mac - m¢ mQI mrc - EXISTING C RAGE -- - - - -- - FINISHED C RARE 1 COPPER I It SERVICE MAINTAIN 12 C EAR (TYP.) Horizontal a 0' varied s Cale le. 1 5. 5' = �- JTV 8 Cl. W/L 0 Y 12" 01. ,� 30" HDPE © O a G) - 15" TAPE IppIII 15" 15HDPE - -_ _- 18" SEPARAP _. f 48" MIN. 5 .59 t: OF e' 60 39 LF OF OR 2fi PVC COVER 170.15 LF OF 0" Si 5 R-25 PVC ® 0 50% SEE 35 -/066 OF OF 0 DI. 0 62% 650% 5/L ._ 42e TYPICALI CAL 132.33 LF OF 0 -- 19fi.W L OF 0' ® 65 _26 PVT 3% H F' sOR -25 PV 0 0,527 Q ¢ m m IN E% B PAS _ - n a No AL S,/L A 11.95% 11 It z z > > z z LLo I si No ^,n NO I 000 n o mn' m' �0 Imm µ __.. m 'n m �, -__ _. -_ h —. _ LN it II'm II II rl II III II it it 'o it 11 fict 0 >I> » > >> > - 6801 675 670 665 660 655 650 645 640 635 1 o U 2 O NQ <an ZO U� Q It W 2 Q ()Q OW JZ Q� �] ZG QU �1w 011 o A Fab J Q U� ti O Pq ti" 2 37 y y 'IFF o>'q ¢¢ 6 Zav, sj Q g wZ Z Z a W % LL REVISIONS Oct. 24, 2014 County Comments Feb. 4, 2015 April 14, 2015 County Comments June M 2015 Counry Comments July 30,2015 Counry COmmems '' Sept. 22, 2015 Gra�tling Revisions t J1 ; Aug. 15, 2014 JI C F 1 N Q J_ 0 a Q g IN I T a Q > Y i' U 0, O J J m DID a � J w QrcL a r Q It It 0 +00 0 +50 1 +00 1 +50 2 +00- 2 +50 3 +00 3 +50 4 +00 4 +50 5 +00 5 +50 6 +00 6 +50 7 +00 7 +50 -- - o U 2 O NQ <an ZO U� Q It W 2 Q ()Q OW JZ Q� �] ZG QU �1w 011 o A Fab J Q U� ti O Pq ti" 2 37 y y 'IFF o>'q ¢¢ 6 Zav, sj Q g wZ Z Z a W % LL REVISIONS Oct. 24, 2014 County Comments Feb. 4, 2015 April 14, 2015 County Comments June M 2015 Counry Comments July 30,2015 Counry COmmems '' Sept. 22, 2015 Gra�tling Revisions t J1 ; Aug. 15, 2014 JI C F 1 N Q J_ 0 a Q g N LL T a Q > Y i' U 0, O J J m DID a � J w QrcL a r Q IO FILE UMBER 8N0531 SHEET 9/17 PROPOSED EASEMENT WIDTH REQUIREMENTS: _. ISTORM SEWER EASEMENT WIDTH SCHEDULE 18A 18B 18 66515 653 .75 11.4 17 18 16 662.67 65D 75 119 15 18 1410utfall) 653.60 64295 103 12 13 Ex. 41 672.49 668.50 40 10 11 9 67244 665.00 74 8 9 7 67089 662.55 8.3 6 7 5 BOMAR 650.60 8.5 4 5 3 W3.60 65630 73 PIPE DI0. CNTY. ESMT WROTH ESe1T. (FT .1 EON. (FT.) WIDTH 250 2530 FALSE 26 250 2634 FALSE 27 2.50 23.80 FALSE FALSE 1.25 923 20 20 1.25 1613 20 20 125 1793 20 20 1.25 1833 20 20 1,25 15TE 20 20 UTILITY NOTES: 1.) ALL MANHOLES WITH A DEPTH OF 17 OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH VOOT STANDARDS (SMH-1). 2.) ALL INLETS DEEPER THAN 4' REQUIRE ST -1 STEPS 3.) ALL INLETS DEEPER THAN 12' REQUIRE SL -1 SLABS. 4.) ALL INLETS SHOWN SHALL HAVE IS -1 INLET SHAPING. 51) PVC SLEEVES FOR COPPER SERVICES SHALL BE PROVIDED WITHIN OVER -TURN KEY. SEE WALL FOUNDATION DETAIL. 6.) MINIMUM WATER MAIN COVER HAS RECENTLY BEEN REVISED TO 3.5 FEET OF COVER. 7.) PVC SEWER PIPE MATERIAL HAS RECENTLY BEEN REVISED TO SDR -26. SANITARY SEWER PROFILE E TO 1 G 685 fi85 680 it 675 6]0 665 660 655 zH 'E TO PRO 650 645 640 635 II 630- o + 0 Oil Ilm II 0 � O� z ° ¢ Q u a ii a II On y� Ntt 1" COPPERI WASERNICE 1 MAINTAIN 12 CLEAR (TYPE) l ' NEX 1 " HD PE x.a 0 R 9ROA 24' CLEAR 96x6 e� 50R -M1 OFD _ H iel ONNECTS 4" sore 35 Sur MIT D A 2 (TYPICAL ¢ ut J ¢ Fri No < I II II 6E LL is ca FICT NN IIG III II II II II r II ZZ 0 o_ o' > 660 675 670 665 660 EXISTING GRADE FINISHED GRADE 655 rain: 1 =50' e:1 -5' 650 645 640 635 630 0 +00 0 +50 1 +00 1 +50 2 +00 2 +50 1 660 675 670 665 660 EXISTING GRADE FINISHED GRADE 655 rain: 1 =50' e:1 -5' 650 645 640 635 630 STORM SEWER PROFILE EX. #27 TO #18B DI -2E DI -2D X2 675 L=8' 18 L =25 6]0 665 680 655 650 645 640 635 ic T11 °o° ozl 31IFE ttOEE OU ryQE ¢m in ¢ ¢ No 11 FT it X CONSTRI CT PERMANEN 0.1 WET STORM EWER OUTFALL ((AFTER RE DIRE PING RUNOFF RELOCATION INTO PE MANENTTy OUT PIPE rrOCC- -- O. OVERmE CSTORAI'18B 2e OF 30 POE. EX 22q 64 D / LF OF o DP 1.06% CONNECTS TO Ex.ig STR 18A 15" HDPE Q 21 JJ 8" TWO SET 15" PPE - - EXIS FINIS Horizonlal scale 1`­5(Y V Hioal SCale'.1 5 DNE BE ¢ IS to FIN FT OF TO xwo NO RE _..._ _. nu Fi ail � Oil 'IIP zo 30 0 +00 0 +50 1 +00 675 670 665 LL, 660 655 650 NO GRADE ED GRADE 645 640 s3i I STORM SEWER PROFILE Exist. #11 - #1 B EXn Ex�> DI -33 ses L =a' s a 1 19 s65 690 zl na TOO 680 III E ROD W 675 ¢ 6]5 ED 670 670 FT 665 665 6fi0 660 655 655 IF 4 650 650 SO 645 645 RE OPI 640 640 RE, RE is 635 635 630 630 625 625 ED 0 +00 0 +50 1 +00 1 +50_ 2 +00_ 2 +50 3 +00 3 +50 4 +00 DI -3B o DI -3A ° DI -3A M -1 L =a' �� L =zs' 0 ¢ � w ° °°o n zl w II � Z o II I I � II r II � +F�¢1 fn m � ti� r QQ I II III E% 8 DI W L1'COPPER /L SERVICE N SHORTEN PI EY40 LF 8LL MAINTAIN 12 CLEAR OUTFACE O SED BASIN EXTEND BAOO THE \ HEAD L Dunwc _ \ POND O VERSION 55.99 p l5 Me, aF \ n \ lI® 2.893E 9 6� \ I6' HOP OF � s/L O12" CLEAR l DPE ®zs3z6' � O St. s/L u a 24" OLEAR � E / � �.. as LF OF y, 4' SIDE 35 5" nDPF I < U 55/I. ®2% ®O.fi9% O ( ICAL) J ' 60.00�LF OF 1 is" HOPE � ®asax 11060 LF OF ,� Is^ REPS I ®1s.2ex o VOTE PROTECTION FI II 1 6c o CI I Rip-Rap I II II I OFF LINE tl ing Flier Febnc Mn ro OPiM1 18" S eDeial - Exlsnrvc RARE � FINISHED RACE Horizontal 6 1 " =50' II II Vertical 6cal 1 -5' N r r -O O, i » > ,yq� r OF -£si Ps4-aF N F 1/ ) ONTOLEY Ph p Y- a ouRET °cPRO TO Vwr SECTION A -A FIrF VIAT[fi°F5w14N METHOD OF TREATMENT IN DROP INLETS PRO$�ENCOWNOT e MOV MA'MEEE N N PE, P ON Mes WOMEN; is TO iv'6 WHERE `m+� ° F W i 11 "C"TTsff°Fw+ Ni M OF DEC 0 s MF T o cc TANOR OFTEN WR ARX si WMO c IN 41f O R Wa RE oc x,C) P 0� s i C CLASS C a% Ji TOR CE TO COMM WCfiLan N at 4' IN GMETER, AND orseri. on STORE Ali 31 SEVEL BE LEFT SECRET BY Mes an HI TROWELLNEI WENT OF TIRE COARZ ,.OREG c O III REMAIN EMEEZI afA F EK PPE K:H %O AYFO as we ONE MrwlaF0 Dap e s 00 ROVER Y 0 6E-i IT TC nM C AR NUT 4M1FT mmN ITEE x uw. Raw EaES SECTION 8-B PLAN METHOD OF TREATMENT IN MANHOLES NVCVr STANDARD METHOD OF SHAPING a °ppolTrM' Men OEM ""'Nm�.a MANHOLE & INLET INVERTS. WET 4P 1 EV51CX 4eiE all FEB En' Enrz1Mi ` �1Ea1TH OF ;11% G 2 Chrsfopher C. Mulligan 031872 � EN SCALE 1 /TII(AL AAF IN FEET 0 SCAIE I" c) CRIZONTAL W � 2 Z QZ Q41 TOO B( J tiro a° 0, Q^ 1.', 0 Do mob' 2 00 >o 4% JZ O O.N N J ¢ oa kw �U JZ QRNI p ] (D ¢ ¢ LU Z0 BOR y> p J yO-0 N IOZ Wm EU �� ZQ LU W k ED O^ ¢ % mED III wl z Q W BE �w _J REVISIONS Od.24, 2014 County Comments Feb. 4, 2015 April 14, 2015 County Comments June 23, 015 "I. County Comments July 30, 2015 County Comments Grading 22, 2015 n Grading Revisions ADUMB 14 _ 1� �I M fA Dtl W N J W IL Q LL Zt = a a ' 1 N J 'o Y j � 0 J M� LL F 0^ O V/ _ j FILE NUMBER 8063 I r SHEET R 10/17 III � 0 +00 0 +50 1 +00 1 +50 2 +00 2 +50 1 STORM SEWER PROFILE EX. #27 TO #18B DI -2E DI -2D X2 675 L=8' 18 L =25 6]0 665 680 655 650 645 640 635 ic T11 °o° ozl 31IFE ttOEE OU ryQE ¢m in ¢ ¢ No 11 FT it X CONSTRI CT PERMANEN 0.1 WET STORM EWER OUTFALL ((AFTER RE DIRE PING RUNOFF RELOCATION INTO PE MANENTTy OUT PIPE rrOCC- -- O. OVERmE CSTORAI'18B 2e OF 30 POE. EX 22q 64 D / LF OF o DP 1.06% CONNECTS TO Ex.ig STR 18A 15" HDPE Q 21 JJ 8" TWO SET 15" PPE - - EXIS FINIS Horizonlal scale 1`­5(Y V Hioal SCale'.1 5 DNE BE ¢ IS to FIN FT OF TO xwo NO RE _..._ _. nu Fi ail � Oil 'IIP zo 30 0 +00 0 +50 1 +00 675 670 665 LL, 660 655 650 NO GRADE ED GRADE 645 640 s3i I STORM SEWER PROFILE Exist. #11 - #1 B EXn Ex�> DI -33 ses L =a' s a 1 19 s65 690 zl na TOO 680 III E ROD W 675 ¢ 6]5 ED 670 670 FT 665 665 6fi0 660 655 655 IF 4 650 650 SO 645 645 RE OPI 640 640 RE, RE is 635 635 630 630 625 625 ED 0 +00 0 +50 1 +00 1 +50_ 2 +00_ 2 +50 3 +00 3 +50 4 +00 DI -3B o DI -3A ° DI -3A M -1 L =a' �� L =zs' 0 ¢ � w ° °°o n zl w II � Z o II I I � II r II � +F�¢1 fn m � ti� r QQ I II III E% 8 DI W L1'COPPER /L SERVICE N SHORTEN PI EY40 LF 8LL MAINTAIN 12 CLEAR OUTFACE O SED BASIN EXTEND BAOO THE \ HEAD L Dunwc _ \ POND O VERSION 55.99 p l5 Me, aF \ n \ lI® 2.893E 9 6� \ I6' HOP OF � s/L O12" CLEAR l DPE ®zs3z6' � O St. s/L u a 24" OLEAR � E / � �.. as LF OF y, 4' SIDE 35 5" nDPF I < U 55/I. ®2% ®O.fi9% O ( ICAL) J ' 60.00�LF OF 1 is" HOPE � ®asax 11060 LF OF ,� Is^ REPS I ®1s.2ex o VOTE PROTECTION FI II 1 6c o CI I Rip-Rap I II II I OFF LINE tl ing Flier Febnc Mn ro OPiM1 18" S eDeial - Exlsnrvc RARE � FINISHED RACE Horizontal 6 1 " =50' II II Vertical 6cal 1 -5' N r r -O O, i » > ,yq� r OF -£si Ps4-aF N F 1/ ) ONTOLEY Ph p Y- a ouRET °cPRO TO Vwr SECTION A -A FIrF VIAT[fi°F5w14N METHOD OF TREATMENT IN DROP INLETS PRO$�ENCOWNOT e MOV MA'MEEE N N PE, P ON Mes WOMEN; is TO iv'6 WHERE `m+� ° F W i 11 "C"TTsff°Fw+ Ni M OF DEC 0 s MF T o cc TANOR OFTEN WR ARX si WMO c IN 41f O R Wa RE oc x,C) P 0� s i C CLASS C a% Ji TOR CE TO COMM WCfiLan N at 4' IN GMETER, AND orseri. on STORE Ali 31 SEVEL BE LEFT SECRET BY Mes an HI TROWELLNEI WENT OF TIRE COARZ ,.OREG c O III REMAIN EMEEZI afA F EK PPE K:H %O AYFO as we ONE MrwlaF0 Dap e s 00 ROVER Y 0 6E-i IT TC nM C AR NUT 4M1FT mmN ITEE x uw. Raw EaES SECTION 8-B PLAN METHOD OF TREATMENT IN MANHOLES NVCVr STANDARD METHOD OF SHAPING a °ppolTrM' Men OEM ""'Nm�.a MANHOLE & INLET INVERTS. WET 4P 1 EV51CX 4eiE all FEB En' Enrz1Mi ` �1Ea1TH OF ;11% G 2 Chrsfopher C. Mulligan 031872 � EN SCALE 1 /TII(AL AAF IN FEET 0 SCAIE I" c) CRIZONTAL W � 2 Z QZ Q41 TOO B( J tiro a° 0, Q^ 1.', 0 Do mob' 2 00 >o 4% JZ O O.N N J ¢ oa kw �U JZ QRNI p ] (D ¢ ¢ LU Z0 BOR y> p J yO-0 N IOZ Wm EU �� ZQ LU W k ED O^ ¢ % mED III wl z Q W BE �w _J REVISIONS Od.24, 2014 County Comments Feb. 4, 2015 April 14, 2015 County Comments June 23, 015 "I. County Comments July 30, 2015 County Comments Grading 22, 2015 n Grading Revisions ADUMB 14 _ 1� �I M fA Dtl W N J W IL Q LL Zt = a a ' 1 N J 'o Y j � 0 J M� LL F 0^ O V/ _ j FILE NUMBER 8063 I r SHEET R 10/17 III � 0 +00 0 +50 1 +00 675 670 665 LL, 660 655 650 NO GRADE ED GRADE 645 640 s3i I STORM SEWER PROFILE Exist. #11 - #1 B EXn Ex�> DI -33 ses L =a' s a 1 19 s65 690 zl na TOO 680 III E ROD W 675 ¢ 6]5 ED 670 670 FT 665 665 6fi0 660 655 655 IF 4 650 650 SO 645 645 RE OPI 640 640 RE, RE is 635 635 630 630 625 625 ED 0 +00 0 +50 1 +00 1 +50_ 2 +00_ 2 +50 3 +00 3 +50 4 +00 DI -3B o DI -3A ° DI -3A M -1 L =a' �� L =zs' 0 ¢ � w ° °°o n zl w II � Z o II I I � II r II � +F�¢1 fn m � ti� r QQ I II III E% 8 DI W L1'COPPER /L SERVICE N SHORTEN PI EY40 LF 8LL MAINTAIN 12 CLEAR OUTFACE O SED BASIN EXTEND BAOO THE \ HEAD L Dunwc _ \ POND O VERSION 55.99 p l5 Me, aF \ n \ lI® 2.893E 9 6� \ I6' HOP OF � s/L O12" CLEAR l DPE ®zs3z6' � O St. s/L u a 24" OLEAR � E / � �.. as LF OF y, 4' SIDE 35 5" nDPF I < U 55/I. ®2% ®O.fi9% O ( ICAL) J ' 60.00�LF OF 1 is" HOPE � ®asax 11060 LF OF ,� Is^ REPS I ®1s.2ex o VOTE PROTECTION FI II 1 6c o CI I Rip-Rap I II II I OFF LINE tl ing Flier Febnc Mn ro OPiM1 18" S eDeial - Exlsnrvc RARE � FINISHED RACE Horizontal 6 1 " =50' II II Vertical 6cal 1 -5' N r r -O O, i » > ,yq� r OF -£si Ps4-aF N F 1/ ) ONTOLEY Ph p Y- a ouRET °cPRO TO Vwr SECTION A -A FIrF VIAT[fi°F5w14N METHOD OF TREATMENT IN DROP INLETS PRO$�ENCOWNOT e MOV MA'MEEE N N PE, P ON Mes WOMEN; is TO iv'6 WHERE `m+� ° F W i 11 "C"TTsff°Fw+ Ni M OF DEC 0 s MF T o cc TANOR OFTEN WR ARX si WMO c IN 41f O R Wa RE oc x,C) P 0� s i C CLASS C a% Ji TOR CE TO COMM WCfiLan N at 4' IN GMETER, AND orseri. on STORE Ali 31 SEVEL BE LEFT SECRET BY Mes an HI TROWELLNEI WENT OF TIRE COARZ ,.OREG c O III REMAIN EMEEZI afA F EK PPE K:H %O AYFO as we ONE MrwlaF0 Dap e s 00 ROVER Y 0 6E-i IT TC nM C AR NUT 4M1FT mmN ITEE x uw. Raw EaES SECTION 8-B PLAN METHOD OF TREATMENT IN MANHOLES NVCVr STANDARD METHOD OF SHAPING a °ppolTrM' Men OEM ""'Nm�.a MANHOLE & INLET INVERTS. WET 4P 1 EV51CX 4eiE all FEB En' Enrz1Mi ` �1Ea1TH OF ;11% G 2 Chrsfopher C. Mulligan 031872 � EN SCALE 1 /TII(AL AAF IN FEET 0 SCAIE I" c) CRIZONTAL W � 2 Z QZ Q41 TOO B( J tiro a° 0, Q^ 1.', 0 Do mob' 2 00 >o 4% JZ O O.N N J ¢ oa kw �U JZ QRNI p ] (D ¢ ¢ LU Z0 BOR y> p J yO-0 N IOZ Wm EU �� ZQ LU W k ED O^ ¢ % mED III wl z Q W BE �w _J REVISIONS Od.24, 2014 County Comments Feb. 4, 2015 April 14, 2015 County Comments June 23, 015 "I. County Comments July 30, 2015 County Comments Grading 22, 2015 n Grading Revisions ADUMB 14 _ 1� �I M fA Dtl W N J W IL Q LL Zt = a a ' 1 N J 'o Y j � 0 J M� LL F 0^ O V/ _ j FILE NUMBER 8063 I r SHEET R 10/17 III � DI -3B o DI -3A ° DI -3A M -1 L =a' �� L =zs' 0 ¢ � w ° °°o n zl w II � Z o II I I � II r II � +F�¢1 fn m � ti� r QQ I II III E% 8 DI W L1'COPPER /L SERVICE N SHORTEN PI EY40 LF 8LL MAINTAIN 12 CLEAR OUTFACE O SED BASIN EXTEND BAOO THE \ HEAD L Dunwc _ \ POND O VERSION 55.99 p l5 Me, aF \ n \ lI® 2.893E 9 6� \ I6' HOP OF � s/L O12" CLEAR l DPE ®zs3z6' � O St. s/L u a 24" OLEAR � E / � �.. as LF OF y, 4' SIDE 35 5" nDPF I < U 55/I. ®2% ®O.fi9% O ( ICAL) J ' 60.00�LF OF 1 is" HOPE � ®asax 11060 LF OF ,� Is^ REPS I ®1s.2ex o VOTE PROTECTION FI II 1 6c o CI I Rip-Rap I II II I OFF LINE tl ing Flier Febnc Mn ro OPiM1 18" S eDeial - Exlsnrvc RARE � FINISHED RACE Horizontal 6 1 " =50' II II Vertical 6cal 1 -5' N r r -O O, i » > ,yq� r OF -£si Ps4-aF N F 1/ ) ONTOLEY Ph p Y- a ouRET °cPRO TO Vwr SECTION A -A FIrF VIAT[fi°F5w14N METHOD OF TREATMENT IN DROP INLETS PRO$�ENCOWNOT e MOV MA'MEEE N N PE, P ON Mes WOMEN; is TO iv'6 WHERE `m+� ° F W i 11 "C"TTsff°Fw+ Ni M OF DEC 0 s MF T o cc TANOR OFTEN WR ARX si WMO c IN 41f O R Wa RE oc x,C) P 0� s i C CLASS C a% Ji TOR CE TO COMM WCfiLan N at 4' IN GMETER, AND orseri. on STORE Ali 31 SEVEL BE LEFT SECRET BY Mes an HI TROWELLNEI WENT OF TIRE COARZ ,.OREG c O III REMAIN EMEEZI afA F EK PPE K:H %O AYFO as we ONE MrwlaF0 Dap e s 00 ROVER Y 0 6E-i IT TC nM C AR NUT 4M1FT mmN ITEE x uw. Raw EaES SECTION 8-B PLAN METHOD OF TREATMENT IN MANHOLES NVCVr STANDARD METHOD OF SHAPING a °ppolTrM' Men OEM ""'Nm�.a MANHOLE & INLET INVERTS. WET 4P 1 EV51CX 4eiE all FEB En' Enrz1Mi ` �1Ea1TH OF ;11% G 2 Chrsfopher C. Mulligan 031872 � EN SCALE 1 /TII(AL AAF IN FEET 0 SCAIE I" c) CRIZONTAL W � 2 Z QZ Q41 TOO B( J tiro a° 0, Q^ 1.', 0 Do mob' 2 00 >o 4% JZ O O.N N J ¢ oa kw �U JZ QRNI p ] (D ¢ ¢ LU Z0 BOR y> p J yO-0 N IOZ Wm EU �� ZQ LU W k ED O^ ¢ % mED III wl z Q W BE �w _J REVISIONS Od.24, 2014 County Comments Feb. 4, 2015 April 14, 2015 County Comments June 23, 015 "I. County Comments July 30, 2015 County Comments Grading 22, 2015 n Grading Revisions ADUMB 14 _ 1� �I M fA Dtl W N J W IL Q LL Zt = a a ' 1 N J 'o Y j � 0 J M� LL F 0^ O V/ _ j FILE NUMBER 8063 I r SHEET R 10/17 III � ,yq� r OF -£si Ps4-aF N F 1/ ) ONTOLEY Ph p Y- a ouRET °cPRO TO Vwr SECTION A -A FIrF VIAT[fi°F5w14N METHOD OF TREATMENT IN DROP INLETS PRO$�ENCOWNOT e MOV MA'MEEE N N PE, P ON Mes WOMEN; is TO iv'6 WHERE `m+� ° F W i 11 "C"TTsff°Fw+ Ni M OF DEC 0 s MF T o cc TANOR OFTEN WR ARX si WMO c IN 41f O R Wa RE oc x,C) P 0� s i C CLASS C a% Ji TOR CE TO COMM WCfiLan N at 4' IN GMETER, AND orseri. on STORE Ali 31 SEVEL BE LEFT SECRET BY Mes an HI TROWELLNEI WENT OF TIRE COARZ ,.OREG c O III REMAIN EMEEZI afA F EK PPE K:H %O AYFO as we ONE MrwlaF0 Dap e s 00 ROVER Y 0 6E-i IT TC nM C AR NUT 4M1FT mmN ITEE x uw. Raw EaES SECTION 8-B PLAN METHOD OF TREATMENT IN MANHOLES NVCVr STANDARD METHOD OF SHAPING a °ppolTrM' Men OEM ""'Nm�.a MANHOLE & INLET INVERTS. WET 4P 1 EV51CX 4eiE all FEB En' Enrz1Mi ` �1Ea1TH OF ;11% G 2 Chrsfopher C. Mulligan 031872 � EN SCALE 1 /TII(AL AAF IN FEET 0 SCAIE I" c) CRIZONTAL W � 2 Z QZ Q41 TOO B( J tiro a° 0, Q^ 1.', 0 Do mob' 2 00 >o 4% JZ O O.N N J ¢ oa kw �U JZ QRNI p ] (D ¢ ¢ LU Z0 BOR y> p J yO-0 N IOZ Wm EU �� ZQ LU W k ED O^ ¢ % mED III wl z Q W BE �w _J REVISIONS Od.24, 2014 County Comments Feb. 4, 2015 April 14, 2015 County Comments June 23, 015 "I. County Comments July 30, 2015 County Comments Grading 22, 2015 n Grading Revisions ADUMB 14 _ 1� �I M fA Dtl W N J W IL Q LL Zt = a a ' 1 N J 'o Y j � 0 J M� LL F 0^ O V/ _ j FILE NUMBER 8063 I r SHEET R 10/17 III � CURTAIN WALL FOUNDATION DETAIL ME PROVIDE MIN. 4" WALL HEIGHT (STEP CURTAIN WALLS & FOUNDATION AS NECESSARY TO MAINTAIN 4" OVER FINISHED GRADE); RETAINING WALL PLAN VIEW 9L 10i13 CURT 2, 700.0'3 - x arc At LI APE: y ,ASBDLT / 6T2 _ SEWER L f — -670 -- 1 II i II 12 tl II ft1- 1114EaM -1:o ]/I 0 TYPICAL BERM TO TOWMARDD YOUR INLET AS /0.0 IT Fi L It)32 OF WA Y — - GO, - 3N t EU cc gN - 6T4 HO 1,r(Nl' \ jI '2 0O lO 9 AGE 8 R2 - TOM 10, Baer �8 "/ K,663 u I RROIMAL BERM TO (D I fi'CO e' E Ping To lem 666,00 RN \ N �a 16 /I1 AWTLIII �. ...- R4 Y! 41(1 ) n 4 6 U P ep - Ro @ P 2' T. PN EN 00 T2, 16 C � TW-AN 67 MET � -- =.3A_ J G I c o __ a'M IIa R1 �L0i`) r 6] 0 4n InU¢ fifi600y 69 L - °6`VA,L A 0 WYd 6 W"% _�CwEk` 7 OPPOFD 1 n16. 121r"H2 I;VACN -�It 664 - $ �'�19 *gyp WALL CONSTRUCTION NOTES: 1.) CONTRACTOR SHALL TAKE SPECIAL PRECAUTIONS TO PREVENT SEDIMENT FROM ENTERING THE ROOF & FOUNDATION DRAINAGE SYSTEM. 2.) ALL CORROGATED PLASTIC PIPES SHALL BE FITTED WITH A GEOTEXTILE, NON -WOVEN DEWATERING SOCK PRIOR TO INSTALLATION. 685 3.) ROOF LEADERS FROM LOTS 8.12 SHALL DIRECTLY CONNECT TO THE FOUNDATION LEADERS& DRAIN TO THE INLETS, AS SHOWN. 4.� ALL ROOF AND FOUNDATION LEADERS SHALL HAVE A MINIMUM SLOPE OF 1 %AND SHALL BE PROPERLY BEDDED TO AVOID SLUMPING. 5. ADS GRATE INLETS, PRODUCT APPLICATION, CONFIGURATION AND INSTALLATION SHOWN ON THE LANDSCAPE NOTES &DETAIL SHEET. TYPICAL SECTION MAINTAIN TOP OF WALL 680 CURTAIN WALL r V ABOVE FINISHED GRADE -HOUSE FACED WITH BRI "CK NtS If 1. l_11J:01_LLLLL HTL_ -- GALV. BRICK TIES yANORA14 ' -^ #3 Horizontal @8 "O.C. (1 per 8 Facial sf) ADA- ��'I _ _ 2" LB. X 12" �T _- BIT. COATED GALV. STEEL POST SLEEVE \ 3,000 psi Concrete �� a — f — or - ip. 5' SIDEWALK z CONTROL COMPACTED FILLLL - -a 957 COMPACTION ° LOCATE 4 "x6'(211 SIDES) J 5' LONG KEYWAY ON 12 SU INGER PIER BETWEEN -. S CURTAIN WALL FOCNOATONS I (Location Varies along Heel) ,\ ROWCROSS STREET CONTROL COMPACTED FILL' 660 d e FRONTYARDS ' ,AMAX. EXPOSED 0 +14 LANDSCAPED %RETAINING WALL 1 +46 1 +64 MAX. SLOPE= 2:1 A 4" BRICK CAP - SIIPGRAOE 2 +32 a¢ LANDSCAPER DOWEL BUT 2 +70 GREASED SLEEVE 2 3m 669,92 666,92 ".. 1111F. sw fi" Max. JOE THE TOP OF THE Z Q Z O N 3 00 4" BRICK FACE Zm aW T D Y C7 6" Max, 0 +50 1 +00 1 +50 2 +00 #7 Venicals @ 8" O.C. m Q IL _ 671.00 Hooke mto Toe) 1/4° PER 1 Ma ° (3)24" p4 EXPANSION Z an DOWEL WITH GREASED SLEEVEI4" MIN. COVER) Z 0 O y BETWEEN S LL F #5 Reber @ 12" O.C. 671.00 EOINi Horizontal SST Bars R4 24" Nyb -PIaSt Yard Inlet N0. 57 665.00 STAIR DETAIL AGGREGATE GALV. BRICK TIES KIDS i' FULLY ENCAPSULATE = 1 er6 Facial s.f. (P ) BACKFILLED STONE wl FILTER FABRIC 2 2" SEPARATION BETWEEN CONCRETE FACE & REBAR JOINT FILLER PROPOSED GRADE W 112" PVC DRAIN w w SO AT5O. G URrl WALLS y - 12R Typ. (Increase @ Stair Locations) m - -- WIRE SCREEN it _ BE 5'SIDEWALK 4 Bnck Ledge H CONS) TEN COMPACTED SUBGRADE T-5" 3' -10" 6'or 8" CPR #7 @1 SIR O.C. 2' -0, (Filter Sock) #3 @8 O.C. ELEC. AN LS v + -.. -- 7 4 --I -; 18" O.C. 2 MIN. TYP' 1T (Hook Down Into 3`.R' Over-Turn COMPACTED SUBGRADE m Key) Longitudinal Depth Vanes 12 LF.OF 1 112" #3 Be IF O.C.(Bed Pipe w/ 2".12N #57 Stone " CH.8 80 PVC (ra, idt S &T) Maintain Min. Sloli 1.000 %) N. 8 ( PrS Sleeve) #5 Reber @ 1 8 0 C 1.6 Horizontal Bars 6M Maximum • ALL CONCRETE SHALL BE 3,000 psi AIR - ENTRAINED CONCRETE CONCRETE RETAINING WALL NOT TO SCALE FACED WITH BRICK CURTAIN WALL FOUNDATION DETAIL ME PROVIDE MIN. 4" WALL HEIGHT (STEP CURTAIN WALLS & FOUNDATION AS NECESSARY TO MAINTAIN 4" OVER FINISHED GRADE); RETAINING WALL PLAN VIEW 9L 10i13 CURT 2, 700.0'3 - x arc At LI APE: y ,ASBDLT / 6T2 _ SEWER L f — -670 -- 1 II i II 12 tl II ft1- 1114EaM -1:o ]/I 0 TYPICAL BERM TO TOWMARDD YOUR INLET AS /0.0 IT Fi L It)32 OF WA Y — - GO, - 3N t EU cc gN - 6T4 HO 1,r(Nl' \ jI '2 0O lO 9 AGE 8 R2 - TOM 10, Baer �8 "/ K,663 u I RROIMAL BERM TO (D I fi'CO e' E Ping To lem 666,00 RN \ N �a 16 /I1 AWTLIII �. ...- R4 Y! 41(1 ) n 4 6 U P ep - Ro @ P 2' T. PN EN 00 T2, 16 C � TW-AN 67 MET � -- =.3A_ J G I c o __ a'M IIa R1 �L0i`) r 6] 0 4n InU¢ fifi600y 69 L - °6`VA,L A 0 WYd 6 W"% _�CwEk` 7 OPPOFD 1 n16. 121r"H2 I;VACN -�It 664 - $ �'�19 *gyp WALL CONSTRUCTION NOTES: 1.) CONTRACTOR SHALL TAKE SPECIAL PRECAUTIONS TO PREVENT SEDIMENT FROM ENTERING THE ROOF & FOUNDATION DRAINAGE SYSTEM. 2.) ALL CORROGATED PLASTIC PIPES SHALL BE FITTED WITH A GEOTEXTILE, NON -WOVEN DEWATERING SOCK PRIOR TO INSTALLATION. 685 3.) ROOF LEADERS FROM LOTS 8.12 SHALL DIRECTLY CONNECT TO THE FOUNDATION LEADERS& DRAIN TO THE INLETS, AS SHOWN. 4.� ALL ROOF AND FOUNDATION LEADERS SHALL HAVE A MINIMUM SLOPE OF 1 %AND SHALL BE PROPERLY BEDDED TO AVOID SLUMPING. 5. ADS GRATE INLETS, PRODUCT APPLICATION, CONFIGURATION AND INSTALLATION SHOWN ON THE LANDSCAPE NOTES &DETAIL SHEET. TYPICAL SECTION MAINTAIN TOP OF WALL 680 CURTAIN WALL r V ABOVE FINISHED GRADE -HOUSE FACED WITH BRI "CK NtS If 1. l_11J:01_LLLLL HTL_ -- GALV. BRICK TIES yANORA14 ' -^ #3 Horizontal @8 "O.C. (1 per 8 Facial sf) ADA- ��'I _ _ 2" LB. X 12" �T _- BIT. COATED GALV. STEEL POST SLEEVE \ 3,000 psi Concrete �� a — f — or - ip. 5' SIDEWALK z CONTROL COMPACTED FILLLL - -a 957 COMPACTION ° LOCATE 4 "x6'(211 SIDES) J 5' LONG KEYWAY ON 12 SU INGER PIER BETWEEN -. S CURTAIN WALL FOCNOATONS I (Location Varies along Heel) ,\ ROWCROSS STREET CONTROL COMPACTED FILL' 660 d e 957 COMPACTION ' ,AMAX. EXPOSED 0 +14 1 +46 %RETAINING WALL 1 +46 1 +64 HEIGHT = 6 INCHES A Y - SIIPGRAOE 2 +32 a¢ LANDSCAPER DOWEL BUT 2 +70 GREASED SLEEVE 2 3m 669,92 666,92 ".. 1111F. sw JOE THE TOP OF THE Z Q Z O N 3 00 v Zm aW T D Y C7 -0 +50 0 +00 0 +50 1 +00 1 +50 2 +00 12 "TYP. m Q IL _ 671.00 U 1/4° PER 1 Ma ° (3)24" p4 EXPANSION Z an DOWEL WITH GREASED SLEEVEI4" MIN. COVER) Z 0 O y BETWEEN S LL F GOT 2q' Nyb -Plait Yanu Inlet 671.00 EOINi STEP CURTAIN WALL & FOUNDATION TO MAINTAIN 4" MINIMUM WALL HEIGHT (Hook into Foundation)", - LEH #5 Horizontal @ 12m 0 C ° H (Add 1 per Foot of Height) IF k6N VADTFI _ 95 Horizontal @ 12" O.C. CURTAIN WALL SECTION - -NOTE: 24' MIN. BETWEEN STEPS IN rouNDATON LE �r6 T to e s OR CO ON STEPWALLTO MAINTAIN 4' ABOVE WALKWAY (TYPICAL FOR CURTAIN WALLS) 6' PLANTING STRIP J LANDSCAPED SLOPE ' 1 2:1 MAXIMUM GRADE 670 STAIRS 5' SIDEWALK 665 4" CONCRETE WALK - W1 COMPACTED SUBGF MAX. EXPOSED CURTAIN WALL HEIGHT = 4 INCHES— F YARDS - FINISHED GRADE MA%. SLOPE 2-1 _ 1F' RADIUS 3.000 psl CONCRETE7 ROUNDING (TYP.) EXPANSION doWT / 1 EVERY 4TH RISER ) GRAVELS SE � f ITMIN 660 d e 0 +00.09 (BEGINNING OF WALL) ' 667.67 -670.67 0 +14 1 +46 a C 1 +46 1 +64 6SS COMPACTED 2 +32 - SIIPGRAOE 2 +32 X+ 24 ,*'4 EXPANSION 66992 DOWEL BUT 2 +70 GREASED SLEEVE 2 12 669,92 666,92 ".. 1111F. sw FROM STATION TO STATION TW ELEVATOR 0 +00.09 (BEGINNING OF WALL) 0 +08 667.67 -670.67 0 +14 1 +46 670.67 1 +46 1 +64 670.67 1 +64 2 +32 67067 2 +32 2 +54 66992 2 +54 2 +70 66992 2 2 ++ S ALF) w 669,92 666,92 PROFILE SCALES SOLE V 5 AERTCAL CALL In NET e PLAN VIEW SCALE TL Fi F l so :p 10 0 ABLE I FEE RETAINING WALL PROFILE Ns1.TU eF pX -I�� GC — 12' --4- KEYWAY 1 N ICE KPIERB oN 1Y 24" Nylo -Plant Yard Inlet Schedule HAG2ols �� (lYP- Christopher C. Mulligan U. N on the Landsca Plans Pe N L-29 x 2.9 WWF 685 680 [All -- - - -I�� GC — 12' --4- KEYWAY 1 N ICE KPIERB oN 1Y 24" Nylo -Plant Yard Inlet Schedule HAG2ols �� (lYP- s LOGE 5 LONG STRINGER PIER BETWEEN Refer to Construction Installation Details located on the Landsca Plans Pe N L-29 x 2.9 WWF (LOCATE SLOTTED CURTAIN WALL FOUNDATIONS STRN DESCRIPTION _ x PC Invert= a STRINGERS AT THE a _ a JOE THE TOP OF THE Q Z N 3 00 2:1 SIDES) STEPS: A00 MIDDLE T D Y C7 -0 +50 0 +00 0 +50 1 +00 1 +50 2 +00 2 +50 3 +01 R1 24'Nyb- Plant Yard l nlM 671.00 664.00 STAIRS OR MORE RISERS) Gh an CC 671.00 660.00 BETWEEN S mC R3 GOT 2q' Nyb -Plait Yanu Inlet 671.00 666.00 R4 24" Nyb -PIaSt Yard Inlet 671.00 665.00 STAIR DETAIL KIDS w w SO 1 URrl WALLS m w w it _ BE WIL L H CONS) TEN �NI TOP ELEC. AN LS v + -.. -- ETADA NT FES)')\ T C0 1OIIe0Co related Fill ROWCCC ✓ '. E %CRed 95% ompanon / 4L , Controlled p cletl Fll- RE Eli( =NJ: Exceed 95/ NOT HCHOn `BEE PRQFIL �� LF EFEEG F INSHEDG WE T EX. GRADED FEET -5o' r - - - EX. GRADE OFFSET 50' EXI TING GRADE 685 680 [All -- - - -I�� GC — 12' --4- KEYWAY 1 N ICE KPIERB oN 1Y 24" Nylo -Plant Yard Inlet Schedule HAG2ols �� (lYP- s LOGE 5 LONG STRINGER PIER BETWEEN Refer to Construction Installation Details located on the Landsca Plans Pe N L-29 x 2.9 WWF (LOCATE SLOTTED CURTAIN WALL FOUNDATIONS STRN DESCRIPTION _ x PC Invert= _ STRINGERS AT THE a _ _ - JOE THE TOP OF THE Q Z N 3 00 2:1 SIDES) STEPS: A00 MIDDLE T D Y C7 -0 +50 0 +00 0 +50 1 +00 1 +50 2 +00 2 +50 3 +01 685 680 [All -- - - -I�� GC — 12' --4- KEYWAY 1 N ICE KPIERB oN 1Y 24" Nylo -Plant Yard Inlet Schedule HAG2ols �� (lYP- s LOGE 5 LONG STRINGER PIER BETWEEN Refer to Construction Installation Details located on the Landsca Plans Pe N L-29 x 2.9 WWF (LOCATE SLOTTED CURTAIN WALL FOUNDATIONS STRN DESCRIPTION _ TQp Invert= _ STRINGERS AT THE a _ _ - JOE THE TOP OF THE Q Z N 3 00 2:1 SIDES) STEPS: A00 MIDDLE T D Y C7 U Z_ AY FOR STRINGER WHEN 12 R1 24'Nyb- Plant Yard l nlM 671.00 664.00 STAIRS OR MORE RISERS) an Nylo -Plast Yard Inlet 671.00 660.00 BETWEEN S R3 GOT 2q' Nyb -Plait Yanu Inlet 671.00 666.00 R4 24" Nyb -PIaSt Yard Inlet 671.00 665.00 STAIR DETAIL KIDS IV a BI 0 LU iI °, Litt Out EE'�I g ti m a Ed aQ'g& D¢w �u6 3 00 >o � 42 rye 2 Om w� ¢O¢ I- etc JZ �aN BE Q ZO Cy Op O y ¢ m O J m0 0LF N LLZ wm �¢G >�Q kLu W T Z4cr <0 m'1 � Q m31 Zo Q Ed x a REVISIONS Oct. 24, 2014 County Comments Feb. 4,2015 April 14,2015 County Comments June 23, 2015 County Comments July 30 2015 County Comments Sept. 22 2015 Grading Revisions DATE Aug. 15, 2014 scALE AS SHOWWW CONTIOURTINTERVAl- 2 Feet FILE NUMBER 8053 J SHEET 11/17 M 06 N w O a Q Z N 3 00 T D Y C7 U Z_ O Z m J a Q LW 1- M�fL C LL FILE NUMBER 8053 J SHEET 11/17 SEWER SERVICE LATERAL CONNECTION NOTES o 1, MORE A SEWER SERVED LATERAL CONNECTS TO A MANHOLE VOL A AND NO INVERT ELEVATOR FAIR THE AFFECT LATERAL IS FINISHED (x MATED , ME TOP (CROWN) ALCOHOL OF THE SEANCE GROUND I LATERAL PIPE SHALL DE AT LEAST 02 HIGHER THAN THE KKxISERVICE PYP TOP `CROWN ELEVATION OF THE ME LOWEST PIPE CONNECTED TO TlE MANIC OIE Y MIN 2 SEWER LATERALS TAPPED INTO AN EXISTING AREA MAIN LEND L BRAD, BE CONNECTED USING A PIPE SADDLE AS 4ANUFgONREO BY LTWOR AN ATLANTA EQUAL. ��y W W 3, MINIMUM GRACE FOR EVER SERVICE CONNECRON SHALL PRIVATE ALLEY 'A' DE 2 %(I /a"PER FOOT ) SALT 4. ALL SEARS LATERALS SHALL HAYS A MINIMUM TREATED — DIAMETER OF 4'. 2 x 4 6" MARKER 5. ALL SCALE LATERALS SHALL HAVE A H MINIMUM COYER OF 3 FEET PIPE PLUG END OF — SECTION SERVICE LATERAL 45'0'O LINE WYE -TEE PLAN VARIES SEWER SERVICE LATERAL CONNECTION FIG, 5 -2 N.T.S. TD -6 0 1? }000 P51 CONE BASE BENCH SLOPED TO FLOW ` CHANNEL 1/4": 1, MIN 12 BRANCH 2" FLEXIBLE CONNECTION NOTE: WITH STAINLESS STEEL ALL COGNOMENS TO BAND EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE 1- CONNECTION ' BOOT " r INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN TUTS FIG. S-I -B TD -2 N -18 M -19 o 1. pp���� VOL A NOTE: HYDRANT MUST BE PAVEMENT THICKNESS SIZE O OF D (mK S KKxISERVICE PYP FEET) KENNEDY GUARDIAN (K -81A) EQUIPPED WHO LEND L Q ��y W W CLOW MEDALLION MLLE THREADS WHICH IS PRIVATE ALLEY 'A' 9 +20 - 10 +63 GALS PLACE 5 INDICATE " VALVE " POST PAINTED BLUE r0 INDICATE VALVE AS 150 16' 1 -1/2" M &H MODEL 129 THE LOCAL STANDARD. OR APPROVED EQUAL 6" GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL MADKER LOCHT ON MAY MAY BE SUBJECT H I PIPE LENGTH OF BRANCH VARIES 90 o VOL TO HIGHWAY TO HIGHWAY OEPpRTMENi APPROVAL A »� LOCAL oz4 ME GO AT PAY O 6' IN z MP 6 US MR USE NO ATTACKED TAKE (27 2 70 10" I DrvlsnfC GRADE TO nAL AND IRRIwn WEAK OR 250 2 D 1 1 21 M1 i OF AXC6. D NI11AL BPCttFLL 11� 90 VALVE ', 7 T cu FT 1B' 6 2 FAILED (�� 3 66 /�BOx ,{'68 STONE 6° BEGAN NG GREG �> 221/2 ED 2 66 77 1 66 j STORE 0 2 . .66 1 66 / STABLE SOIL ROCK h� ADJUSTABLE VALVE BOX W/ LID FOR TEE OR WYE FITTINGS 90 4 AS 42 083 BINGHAM & TAYLOR FIG NO 4905 MY 45 3 33 CAR • SCRAPE FILE BOTTOM OF THE TRENCH. OVE ALL (SCREW TYPE) OR APPROVED EQUAL 33 OF 6" GALE STONES TO NSURE THE PPE LABATT RE T ON ROCK AND WDEN FRENCH TO UNBROKEN 1 83 36 MIN VAL THEN COMPACT THE SOIL OR RECORD A 4' BEDONG OF ACCOMMODATE C HOB STONE qgL ANCHOR REQUIRED, TRY ARE REACTED WHENEVER 1H ARMED CHANGES SPECTRUM ED If WINE �H��Ir SOFT EOU REDL (�) SENATE WERE AN FOR A RON THE JOINT m THE VERIFY THE ME N ,L ofs LL re s xor PRDARO2500 P51 CONCRETE _ FOUNDATION IN POOR SOIL UNDER -CUT CONDITION N B SE AND TH FLAT BLOCK AGAIN Sr I MAN 9 CONCRETE THRUST BLOCKS T .M.J. 6AlE VALVE UN OI6NRBE0 STABLE C. x J/ 6 % NIL SOIL ME SECTION 2 -2 FIE, W 3 B STEEL PILE M6N U� SOIL INITIAL SACKFUL MIN HOW WATER WAR ME FEEL M RC PPE WHEN THE SOIL IS DISH RBEO OR WHEN 3 4 THREADED Roos To A 111, MIIN CART Pox uo A HYDRANT IS LOCATED IN A FILL, ANCHOR MAIN IN ALL INSTALLATONS. -$TANS S1ME '. ' RUISLIP) NONE Of J SW THE VALVE TO THE HYDRANT WiIH 2 -3/4" RODS SHALL BE GALVANIZED -_ WATER LINE '- Q HON THREADED RODS IN ADOPTED TO POURING OR ASPHALT COATED STABLE SOIL OR ROLK, `TABLE SOIL OR ROCK, I ATVEDDwAACN CONCRETE. IF NECESSARY, A STEEL PILE P e IN/umpwo wWXD Qf AfW PE ) P SHALL BE USED AS ADDITIONAL SUPPORT HL5DW ) - C ( I 0 DTH .IOC MA09 NDTE NOTE 2500PSI, (IOPC PICA L 1 N ROCKS SHALL CONCRETE ` 2'x ? BEPRIN GAREA. 1 X m APPROVED FLAT L SURROUND BE ALLOWED WITHIN 24" OF THE WATER LINES. THRUST BLOCK APPAREL WEEP HOLES MIH GRAVEL AND KEEP FREE OF CONCRETE. 2, NO ROCKS LARGER IRAN 6- IN ANY DIMENSION SHALL BE ALLOWED Q V ELYE 2, MAINTAIN A 3' MIN. COVER FROM ME MAIN TO ME FIRE HYDRANT ABOVE ME INITAL BACKFILL. ( INCLUDING DITCHES ) 3SHE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN V LIFTS, > ' 3. FINISHED GRADE SHALL SLOPE AWAY FROM ME FIRE HYDRANT AND 4 NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL VALVE BOX. BE ALLOWED ° BEw "`E x[( 4, THE GAIT VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IN THE IRENC ". CORPORATOR SHOP (A-, 1 ITT, P) NY Ii IS NOT ALLOWED IN THE DITCH. BELL HOLES SHALL BE DUG our IN ALL CASES NOTE : IN REMOTE AREAS, VALVE BOXES SHALL OFFICER NO sW 5. FIRE HIDRANTS SHALL BE INSTALLED AT LOCATONS WHERE WEEP EXTEND SIX (6) INCHES ABOVE GAME. OR ARRwm EQUAL HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF SERVICE REQUIRED r0 BE IN NET AREAS, TIE WEEP HOLES SHALL BE PLDTYPICALRFIRE PUMPED BHYDRANT WATER TYPICAL GATE VALVE LATERALAIN INSTALLATION PIPE INSTALLAT ON & Tw ASSEMBLY DETAIL NIS FIN -B ADDED FEB. I6, zaoB NOR G. W -2 N -18 M -19 TYPICAL SECTION ROWCROSS STREET DESIGN SPEED = 25 MPH *INTERMEDIATE PARKING ALONG THE SOUTHERN SLOE OF THE ROAD PRIVATE ROW FROM STA70N 10 +00 10 AATCN 12 }97.88 h PUBLIC NOW MOM STATION 12 +97.BB i0 STAPON 1 8H OUTLET PROTECTION SPECIFICATIONS GENERAL WATER & SEWER CONDITIONS February ON, 2013 WAPRONLENGTH STR #14 I. WORN SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SEANCE AUTHORITY (ASCA1 INSPECTORS OUTFLOW THE CONTRACTOR MLL BE RESPONSIBLE FLY NOTMNG THE PROPER SERVCE AOTHCRRY MnCIALS AT °(f i ,� x-30" ME START OF ME WANK 1-F y Q O- 72 cis 2 WE LOCATION CF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED %WK ARE NOT NECESSARILY FT'FF. SHOW ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. ME CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND FINES AND STRUCTURES AS NECESSARY APRON LENGTH = 32' J. ALL MATERIALS AND CONSIRUCRCN SHALL TRAMPL Y FAM THE CURRENT EDITION OF THE GENERAL WATER AND SENSE CONSTRUCTION SPEEYFICANONS AS ADOPTED BY THE ALBEMARLE COUNTY SEANCE AUMORUP OANM FOR ALL UEVAPONS SHOWN IN NATIONAL GEODETIC SURVEY 5 ME CONTRACTOR SHALL BE RESPONSIBLE FOR NOBMNG °MISS URLRY (1- 800 -552 -7061) 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM DF 3 FEET OF COVER MEASURED FROM ME TOP OF PIPE, OVER ME CEN2R11NE OF PIPE IRIS INCLUDES ALL PRE ROGERS LINES SLUDGE LAlERA1A AND WATER LINES, ETC Z. ALL WATER AND SEVER APPURIENANLES ARE TO BE DRAWN OUTAGE OF ROADSIDE PROUD, 8. VALVES ON DEADENO LINES SHALL BE ft000E0 TO ARCADE ADEQUATE RESTRAINT FOR THE VALVE OUTING FUTURE EXTENDING OF THE LINE. 9. SPEED ARE NOT PERMITTED IN ME ARCO EASEMENT. 10 THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY NOR ME NO -LEAD REGULAPGN REGARDING BRASS flIDNGA, EFFECTIVE JANUARY 04, 2014CONATE BILL 3824, WHICH MODIFIES THE SAT£ DRINNING WATER ACT). EXISTING PAVEMENT o BEND V VOL A ANY FwGs PAVEMENT THICKNESS SIZE O OF D (mK S cures L FEET) W W LEND L Q ��y W W PRIVATE ALLEY 'A' 9 +20 - 10 +63 15 mph 150 16' 1 -1/2" 2 -1/2" 6" LOCAL L H H 25 mph PIPE 26' 90 o VOL 6" LOCAL oz4 GO AT PAY O Q U H w z MP 6 m N I L J r Q I TO zoo 250 2 D 1 1 i r E D 90 RHO 6 2 3 66 �> 221/2 ED 2 66 77 1 66 j 0 ].16 2 2 . .66 1 66 / FOR ALL BENDS FOR TEE OR WYE FITTINGS 90 4 AS 42 083 MY 45 3 33 CAR 33 OF WDEN FRENCH TO 363 4 1 83 DO ACCOMMODATE qgL ANCHOR REQUIRED, TRY ARE REACTED WHENEVER 1H ARMED CHANGES SPECTRUM M CHARGES LOCKS BRAD AND A VER WINE �H��Ir OE CONCRETE C TOURED ON EOU REDL (�) ANY PART OF 4, ME WALL BE RESPONSIBLE THE JOINT m THE VERIFY THE ME N ,L ofs LL P TV N MAN 9 CONCRETE THRUST BLOCKS T T , NIL SECTION i -1 SECTION 2 -2 FIE, W 3 TYPICAL SECTION ROWCROSS STREET DESIGN SPEED = 25 MPH *INTERMEDIATE PARKING ALONG THE SOUTHERN SLOE OF THE ROAD PRIVATE ROW FROM STA70N 10 +00 10 AATCN 12 }97.88 h PUBLIC NOW MOM STATION 12 +97.BB i0 STAPON 1 8H OUTLET PROTECTION SPECIFICATIONS GENERAL WATER & SEWER CONDITIONS February ON, 2013 WAPRONLENGTH STR #14 I. WORN SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SEANCE AUTHORITY (ASCA1 INSPECTORS OUTFLOW THE CONTRACTOR MLL BE RESPONSIBLE FLY NOTMNG THE PROPER SERVCE AOTHCRRY MnCIALS AT °(f i ,� x-30" ME START OF ME WANK 1-F y Q O- 72 cis 2 WE LOCATION CF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED %WK ARE NOT NECESSARILY FT'FF. SHOW ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. ME CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND FINES AND STRUCTURES AS NECESSARY APRON LENGTH = 32' J. ALL MATERIALS AND CONSIRUCRCN SHALL TRAMPL Y FAM THE CURRENT EDITION OF THE GENERAL WATER AND SENSE CONSTRUCTION SPEEYFICANONS AS ADOPTED BY THE ALBEMARLE COUNTY SEANCE AUMORUP OANM FOR ALL UEVAPONS SHOWN IN NATIONAL GEODETIC SURVEY 5 ME CONTRACTOR SHALL BE RESPONSIBLE FOR NOBMNG °MISS URLRY (1- 800 -552 -7061) 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM DF 3 FEET OF COVER MEASURED FROM ME TOP OF PIPE, OVER ME CEN2R11NE OF PIPE IRIS INCLUDES ALL PRE ROGERS LINES SLUDGE LAlERA1A AND WATER LINES, ETC Z. ALL WATER AND SEVER APPURIENANLES ARE TO BE DRAWN OUTAGE OF ROADSIDE PROUD, 8. VALVES ON DEADENO LINES SHALL BE ft000E0 TO ARCADE ADEQUATE RESTRAINT FOR THE VALVE OUTING FUTURE EXTENDING OF THE LINE. 9. SPEED ARE NOT PERMITTED IN ME ARCO EASEMENT. 10 THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY NOR ME NO -LEAD REGULAPGN REGARDING BRASS flIDNGA, EFFECTIVE JANUARY 04, 2014CONATE BILL 3824, WHICH MODIFIES THE SAT£ DRINNING WATER ACT). EXISTING PAVEMENT DEGRBE B BEND V VOL A ANY FwGs PAVEMENT THICKNESS SIZE O OF D (mK S cures L FEET) W W LEND L N ��y W W PRIVATE ALLEY 'A' 9 +20 - 10 +63 15 mph 150 16' 1 -1/2" 2 -1/2" 6" LOCAL L H H 25 mph 200 26' 90 o 2 -1 2° 6" LOCAL oz4 Y 0 ¢� & j Q U H w z 6 m N I L J r Q I zoo UU D 1 1 i r E D 90 6 2 02 ] 221/2 j 0 ].16 2 2 . .66 Od2 / 0 01 O & 1 363 4 4,00 0 052 1211%4 OUTLET PROTECTION SPECIFICATIONS GENERAL WATER & SEWER CONDITIONS February ON, 2013 WAPRONLENGTH STR #14 I. WORN SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SEANCE AUTHORITY (ASCA1 INSPECTORS OUTFLOW THE CONTRACTOR MLL BE RESPONSIBLE FLY NOTMNG THE PROPER SERVCE AOTHCRRY MnCIALS AT °(f i ,� x-30" ME START OF ME WANK 1-F y Q O- 72 cis 2 WE LOCATION CF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED %WK ARE NOT NECESSARILY FT'FF. SHOW ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. ME CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND FINES AND STRUCTURES AS NECESSARY APRON LENGTH = 32' J. ALL MATERIALS AND CONSIRUCRCN SHALL TRAMPL Y FAM THE CURRENT EDITION OF THE GENERAL WATER AND SENSE CONSTRUCTION SPEEYFICANONS AS ADOPTED BY THE ALBEMARLE COUNTY SEANCE AUMORUP OANM FOR ALL UEVAPONS SHOWN IN NATIONAL GEODETIC SURVEY 5 ME CONTRACTOR SHALL BE RESPONSIBLE FOR NOBMNG °MISS URLRY (1- 800 -552 -7061) 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM DF 3 FEET OF COVER MEASURED FROM ME TOP OF PIPE, OVER ME CEN2R11NE OF PIPE IRIS INCLUDES ALL PRE ROGERS LINES SLUDGE LAlERA1A AND WATER LINES, ETC Z. ALL WATER AND SEVER APPURIENANLES ARE TO BE DRAWN OUTAGE OF ROADSIDE PROUD, 8. VALVES ON DEADENO LINES SHALL BE ft000E0 TO ARCADE ADEQUATE RESTRAINT FOR THE VALVE OUTING FUTURE EXTENDING OF THE LINE. 9. SPEED ARE NOT PERMITTED IN ME ARCO EASEMENT. 10 THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY NOR ME NO -LEAD REGULAPGN REGARDING BRASS flIDNGA, EFFECTIVE JANUARY 04, 2014CONATE BILL 3824, WHICH MODIFIES THE SAT£ DRINNING WATER ACT). EXISTING PAVEMENT PROPOSED PAVEMENT I REMOVE EXISONG SAWCUT THROUGH SURFACE COURSE 12" J EXISTING SURFACE COURSE Lf _ PROPOSED SURFACE COURSE PAVEMENT THICKNESS FUNCTIONAL CLASSIFICATION ' UNTERMEOIATE ASPHALLS: NOTE. PROPOSED PAVEMENT MUST RE IN WEH EXISTING PAVEMENT PAVEMENT JOINT DETAIL OP a VJC ,I13Al2Yr OUTFLOW sijy �yY , •IVs' alp 2a6 APRON LENGTH =12' PRIPITE ROAD CLISSIEIG7Tf0N SCHEDULE ROAD NAME STATION DESIGN SPEED WD PAVEMENT WIDTH (A) PAVEMENT THICKNESS FUNCTIONAL CLASSIFICATION SM -9.5 BM -25,0 215 W W N ��y W W PRIVATE ALLEY 'A' 9 +20 - 10 +63 15 mph 150 16' 1 -1/2" 2 -1/2" 6" LOCAL ROWCROSS STREET 10 +00 - 12 +45 25 mph 200 26' 1 -1/2" 2 -1 2° 6" LOCAL NOTE: ALLEY ROAD GRADES FROM SOP 9 +20 - 10 +0D WILL VARY RAW THE TYPICAL SECTIONDED SPOT EIEVAMNS) DESIGN SPEED = 15 MPH TD -7 CG -12 Handicap Ramp- Type FBA Nrs ALL EHTRUNCATED DOMES AT A mRe AND TRANSNNE RAMPS AGAR q CS B`f Fp,A Of t p L >'° O, -SEE NOT A DO, L I— VC UP MAX. AREA OF COUNT SURFACE C 35 t2 _041 TRUNCAIF PUMPS ' T'MC.A -FD DOMES (Aloe V[-W) (Profile) Notes: THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP CR05S SLOPES SHALL BE RD (1% MIN). THE MAXIMUM ALLOWABLE SLOPE OF ACCESSBLE ROUTE CURB EXCLUDING RAM S W RAMPS SHALL BE 5%. THE MAXIMUM ALLOWABLE SLOPE M ACCESSIBLE ROUTE CURB RAMPS SHALL BE LE IN A MINIMUM OF d FEET., HYfl SHALL BE MAINTAINED AT ANY PERMANENT OBSTACLE IN ACCESSIBLE ROUTE (LE., HYDRANTS ALA, uFLIN POLES TREf WELLS, SIGNS ETC). CURB (CURB, ENr VARIES, SEE PLANS FOR CURS SGR RAMC, CURB, AND BECTON P S SHALL BE GRADED TO PREVENT FOLDING. WERE SIDEWALK SEED ON FOR RAMP SECTOR CONSTRUCTOR RUTH . pERE PCCEA SHALL ROUTES ARE LESS IHPN INTERVALS NOT (EXCLUDING CURBING) q 5' x 5 ALBINO AREA SHALL BE PROVIDED AT INTERVALS DW . EXCEED 200 FEET ELIMINATE CURBING AT RAMP WHERE IT ABUTS ROADWAY. MILAN WHERE VERB CAL CURBING IS INDICATED ON THE RESOLVE SHAL TO C BE CONTRAST MSUO AND SET DJ . 10. DETECTABLE WARNINGS SHALL CONTRAS! NSU ALLY WIM ADJOINING SURFACPS TD -13 COMPACTED FILL FILTER F 95% COMPACTION REPO 1/2" (WIRE OVER I PRIV. W/L SLEEVE (EXTEND BEYOND WALL FOOTING) �FLV�.IN��o + FY L U 3,TR aR i/L�1 N }PAN Ply RE Z 2� $m. 2 Qw NO Zo Ch' t Pher No MUlligon Q D:w S� C.Ne, 2 OU >o SOY 0516>3 6e10 EAas � 5 wx ED �WW Q UQ pW �: N v2 Q� 2U 02 ED ED > o yW WU� CA x e to) 0I r, W cc DE Zn W aw $BE (3 ante ED 0 W �i aBE TYPICAL SECTION RETAINING WALL N TS. FILTER 0 Inv(In)= 659.00 InV(Out) =65RJ5 17.W TYPICAL SECTION PRIVATE ALLEY 'A' N.T.S. W Q N DO (DI Q 3 It J U REVISIONS Oct. 24, 2D14 County Comments Feb. 4, 2015 AP611412015 County Comments June 23, 2015 County Comments July 30, 2015 County Comments Sept. 22, 2015 G BvI Revisions r�DATE � AUg. 15, 2074 I 1 FILE NUMBER 8053 SHEET SH/ 77 l � O � J M W W N ��y W W /^ Q V/ Z o a I � Z N Uj 0 Y 0 ¢� Q U H w 0 U m 6 m N I L J r Q I UU r E J FILE NUMBER 8053 SHEET SH/ 77 l THE FOLLOWING NOTES APPLY TO CG -6, CG -7, AND ROLL -TOP CURB: 1. CURB AND GUTTER MAY BE PRECAST OF CLASS A4 HYDRAULIC CEMENT CONCRETE OR CAST IN PLACE USING CLASS A3 HYDRAULIC CEMENT CONCRETE. 2 WHEN USED WITH STABILIZED, OPEN- GRADED DRAINAGE LAYERS, THE 6070M OF THE CURB AND GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE UT OF F THE SUB -BASE COURSES AND TO THE DEPTH OF THE PAVEMENT BUT NOT LESS THAN THE THICKNESS SHOWN. SILLY, Al IF COF +r . SET I N n „AFLC� MEDIA TYPICASESEVER PIPE INSTALLATION IN TRENCH MATTERAND TO BE PLANCED OR LEE GROUND TO BE MONACO �ON TO ORIGINAL CORTMOURS US 0 AFTER BAILOUT BUD PAY OF GROUND UNITS MININ EMEEDMENT[M�EE5�2R` AM A ME Nor DO GRE A Ful L\ UMPAGON PER M NB SPECIFICATION N REEMNNR BANn a KATE NOT NN N E, SAL LARGER MA s , MY MNI LIRE W PIPE NOTE CONTRA OR MUST INSURE TAE STORE IS PHCPERLY COMPACTED ESPERALLY UNDER ME NAUNC ES OF ME PPE BEDDING, BACKFILL AND TRENCH SPOIL PLACEMENT SUL NO PROJECTION OF PIPE ABOVE GROUND LINE AN aooD PSI CONCRETE THREADED COMPUTING TOP ONE INNER NE SPOT 'CIA PVC NIPPLE AND CAP STONE BASE Lok TYPICAL SIDEWALK SECTION N.T.B. SI2E BRANCH AND F e of ,?u F- ImF I ( @w : y BA tax l CuID BRASS NIPPLE AND CAP VALVE TIE SAME A9 �V DVE BOX / LUBRICATE ALL THREADS WATER MAIN _ SOL 0 F_n1 � �. NT3 .° R .. i L �o.: J_ R ,. VAN -� N ING IN A DeRe IN Wm� Do A. RXWeTNU CARLO CAR 6 Sldi 6 I'll N.TS. ooE Design Manual Appendix B Scarce: VDOT ft g LIP Source: NOT Roof Design Manual. Appendix B 9 PP 5'TRANICTON 5' FIXWDATION SOFT, TIELOWG. OR M E OF PWT/ UNITED PAN ROP OTHERWISE L UITA MATERIAL Ce CURB FACE OF CURB CURB WATER MAIN ROD VALVE VARIES VARIES BRASS PIPE � FACE OF BAR 0' BACK OF CURB OF CURB CURB CURB PLUG 2" THREADED ROLLTOP TO CG-6 TRANSITIONS THE FOLLOWING NOTES APPLY TO CG -6, CG -7, AND ROLL -TOP CURB: 1. CURB AND GUTTER MAY BE PRECAST OF CLASS A4 HYDRAULIC CEMENT CONCRETE OR CAST IN PLACE USING CLASS A3 HYDRAULIC CEMENT CONCRETE. 2 WHEN USED WITH STABILIZED, OPEN- GRADED DRAINAGE LAYERS, THE 6070M OF THE CURB AND GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE UT OF F THE SUB -BASE COURSES AND TO THE DEPTH OF THE PAVEMENT BUT NOT LESS THAN THE THICKNESS SHOWN. SILLY, Al IF COF +r . SET I N n „AFLC� MEDIA TYPICASESEVER PIPE INSTALLATION IN TRENCH MATTERAND TO BE PLANCED OR LEE GROUND TO BE MONACO �ON TO ORIGINAL CORTMOURS US 0 AFTER BAILOUT BUD PAY OF GROUND UNITS MININ EMEEDMENT[M�EE5�2R` AM A ME Nor DO GRE A Ful L\ UMPAGON PER M NB SPECIFICATION N REEMNNR BANn a KATE NOT NN N E, SAL LARGER MA s , MY MNI LIRE W PIPE NOTE CONTRA OR MUST INSURE TAE STORE IS PHCPERLY COMPACTED ESPERALLY UNDER ME NAUNC ES OF ME PPE BEDDING, BACKFILL AND TRENCH SPOIL PLACEMENT SUL NO PROJECTION OF PIPE ABOVE GROUND LINE WE ILL THREADED COMPUTING TOP ONE INNER reES PVC NIPPLE AND CAP USE Lok G� USE I IN SI2E BRANCH AND VARIES PVC REEVE BRASS NIPPLE AND CAP VALVE TIE SAME A9 �V DVE BOX / LUBRICATE ALL THREADS WATER MAIN _ SOL 0 0 Me, IHRDSi BLOB Me IF EITAID TIME PLUG METER BOX (SEE FIG. W 7) Wm� LU VARIES VALVE NO 57 STONE R., W� M.J. FITTING�,�i� FIXWDATION SOFT, TIELOWG. OR NORMAL EARTH FOUNDATION 2' PIPE sCPED TYPICASESEVER PIPE INSTALLATION IN TRENCH MATTERAND TO BE PLANCED OR LEE GROUND TO BE MONACO �ON TO ORIGINAL CORTMOURS US 0 AFTER BAILOUT BUD PAY OF GROUND UNITS MININ EMEEDMENT[M�EE5�2R` AM A ME Nor DO GRE A Ful L\ UMPAGON PER M NB SPECIFICATION N REEMNNR BANn a KATE NOT NN N E, SAL LARGER MA s , MY MNI LIRE W PIPE NOTE CONTRA OR MUST INSURE TAE STORE IS PHCPERLY COMPACTED ESPERALLY UNDER ME NAUNC ES OF ME PPE BEDDING, BACKFILL AND TRENCH SPOIL PLACEMENT SUL p NO PROJECTION OF PIPE ABOVE GROUND LINE WE ILL THREADED COMPUTING TOP ONE INNER reES PVC NIPPLE AND CAP USE Lok G� USE I IN SI2E BRANCH AND VARIES PVC REEVE BRASS NIPPLE AND CAP VALVE TIE SAME A9 �V DVE BOX / LUBRICATE ALL THREADS WATER MAIN _ SOL 0 0 Me, IHRDSi BLOB Me IF EITAID TIME PLUG METER BOX (SEE FIG. W 7) Wm� LU VARIES VALVE NO 57 STONE R., W� M.J. FITTING�,�i� FIXWDATION SOFT, TIELOWG. OR NORMAL EARTH FOUNDATION 2' PIPE sCPED OTHERWISE L UITA MATERIAL PPE PROJECTION MOVE GROLNO LINE }—JII 0 1 TO DRAT IF 1" GALS, OR GRADE ALLOWS WATER MAIN ROD VALVE VARIES VARIES BRASS PIPE TO TEE PLUG 2" THREADED TAP L)i OK- UP DEAD END r� '.'r PF "B'A i YPE 'f') m L. DES ANN HE I.Dal TYPICAL BLOW-OFF ASSEMBLY d -LEND /r^ V, NI INS VILS, EATON 0 PLO, I He MET U 71-L A ALI we me mol p NO PROJECTION OF PIPE ABOVE GROUND LINE WE ILL TOO OF IFIR TOP ONE INNER I USE Lok G� USE I IN R UENOW "Cal Od ENRON 11 MY \ f SOL 0 0 VAX 012 IF EITAID TIME A a LU AN EPA azom AN JOB �,fm 1A ".1� Jx3 w 1. L.�. R., W� FIXWDATION SOFT, TIELOWG. OR NORMAL EARTH FOUNDATION wvv ROCK FWNDATNRI OTHERWISE L UITA MATERIAL PPE PROJECTION MOVE GROLNO LINE r CZ IM 0 ,w oc�ru jx O 0 L)i IT r� r PER i m L. DES ANN HE I.Dal DUN THE d -LEND /r^ V, we- INS VILS, EATON 0 PLO, I He MET U 71-L A A we me mol will Wh a III NORMAL EARTH FOUNDATION OUR ROCK BOUNDARIES FCLIHUATION SOFT, MELOWG. ORe MO;T ?' OTHERWISE UNSUITABLE MATERIAL INDIA& IN �CE WITH NOTES �rm, FAA ED GO 110 Awl MANOR �A�" MARC PLASUND PIKE DUE LOAD OF MAE CLASS I B� L W� � A NTH M� Al Or THI! "ANY AN MINE 6. SHOT BANCO, ® WISH �M ow Lwro Me ORION a ®EMILMOrnOT q GATE SIZE Al v, MAY e<im IN RON OF n.n . e,nnr ini INSTALLATION OF PIPE CULVERTS AND STORM SEWERS PIPE BEDDING 'IN' CIRCULAR RID BACKFILL — METHOD AF LET HN MAINE A PRE SECOND FEE I A ,T ,,.- P "N IAST,w .IFANu ug" DENNIS A 11 LEGEND OFF CLEAN MENTURES FEAR TORN IF U, I PAT 0 Ferri PRICE mGLU SCY CPAUL IF PwFFC SEE OF AXEN� is OR LESS, FIGHT I I ME 11 OF CLASS I AUDI ILL 1 0 DAN FIL I Al GLEN 0 1 - PILL 4 'HERE DIP CIE, by HE ENGINE A ATTEND MATERIAL MIT 8 -LOCATED AS RIVAL -ARTS Ul UPS UNDER DELETE ED PRIDE GUY FICAPT I ASIA WITS) TO ADD I AS I DENSITY ALI DNA Of UND IN AT L 'UN ell OF ROBUST, MAIN' Top MAE III Do I FIT SEOUL f I /WTA BEIJING 'ED ° S A L,TCN LL D Of a:LJL, OF Or III LAT DOSSI FIPT OPEC OL LANE OFF PIP . I - 11 FIERE 17 111 SEE FIND 61 * PACIFIC FAIRLY EC AV 1 SAM TAY BE ESED III ILL 01 CLAD I ADOPT ILL ON IRA I OIL PE HE GMT AHIF s OR u_4. or .E n . E xF_e T °e c LLs w SYRIA R SHELF C I I CARE BRILLIANT OF PIPE A 0 - AS AS 1 1 FULL FOR DEAL CABLE PIPE CA Cii I - IF BASES Sri IS 36 ADD S STEP C DESIRE GLEN ED I' A Ful SHARING ATTEND KAY P I TOO A OR Hel FEET COUNCLITME UNDER ROMITHE SENTENCE PIT MARY AT A E, CA L AS 14F HESET OF ISLAS 'I or FEW RTC I RUN PANEL I HE' FINE PAT BE LEAD IN JEJ OF OF do I EASE TL A HIM I 'I' [ani IL ¢. son n C P LRI 30 0 L� dl[ IN_TA -LATIC I /I LIT'_ CLL /E T: SHI AS CRIV EP L I NOTTENE 2P NLRB OF Lt O 1 Christopher C. Mulligan No No A t1 7s All j u ' f L EN AIDS 6E .I �k gy s IT 11 AD AN V Q - I S N \\y Y N Y FOR E \ in NO IS F I IN EI II1 rvi. -'.. I NO BE TYPICAL MANHOLE FRAME & COVER_ NITS I LET I, We SUIT EINSTEIN Fri AD Li CIA ­1 /I IT I ,FACE RECENT WIFE ARGUED j' n7 Ines"In MET A IN I, fINUNIN Ex IT IT .... 11 '.. `�� ° er 1z T To 11 Iul IT I r N IFA .TETa.. , [ r I I Berre IT sTANL> E TH _,Hr E er "I OR I I Al_ H UP v L S ,CF RIF I G.I _ IF _IDEVA lockle I rFANA 14T Or SEEN PRE IT LIC ITT I NYA IT- OF F, R E, OF ... TER ,ti LCE _ LLE _x E _ Y, I I TI'_ITY LOCATIONS 2, EASEMENT W.DTHR PROCEDURES FOR INSTALLING LATERALS TO THE EX. SANITARY SEWER MAIN IN SERVICE WHEN IT IS NECESSARY TO TAP THE MAIN SEWER LINE AND INSTALL A 4" OR 6" INCH SEWER CONNECTION, THE FOLLOWING GUIDELINE SHALL BE ADHERED TO: 1. THE WORK SHALL BE DONE BY AN APPROVED UTILITIES CONTRACTOR SPECIALIZING NO PERMITTED FOR THE INSTALLATION OF PUBLIC WATER AND SEWER LINES UPON REQUEST, THE COUNTY WILL FURNISH A LIST OF KNOWN UTILITIES CONTRACTORS ACCEPTABLE TO THE COUNTY TO PERFORM SUCH WORK 2 IF A WATER LINE IS TO BE CROSSED, THE TAP MUST BE MADE ON MONDAY - THURSDAY 3 THE CONTRACTOR SHALL NOTIFY THE UTILITIES DEPARTMENTS CHIEF INSPECTOR 48 HOURS PRIOR TO BEGINNING CONSTRUCTION 4, WHEN TAPPING THE SEWER LINE, A MECHANICAL HOLE GUTTER AND AN APPROVED SADDLE MUST BE USED, THE TAP MUST BE MADE SO THAT HE SERVICE LATERAL CONNECTION WILL ENTER THE MANN LINE ON A SLOPE NO GREATER THAN 45 DEGREES NO CONNECTION SHALL BE CUT INTO THE TOP OF A SEWER LINE 5, WHEN TAPPING INTO MANHOLE, BRING THE ( ATERAL CONNECTION IN ABOVE THE SHELF, , BUT NO HIGHER THAN TWO FEET ABOVE THE LOWEST CHANNEL TROUGH TO CARRY THE FLOW FROM THE CONNECTION MUST ST BE BE BUILT I MANHOLE. THE MANHOLE. fi_ THE SEWER LATERAL CONNECTION EDGE or T E A M CONSTRUCTED IN WHICH ONLY TO THE PROPERTY LINE AND /OR THE EDGE OF THE EASEMENT IN WHICH THE MAIN SEV ✓ER LINE LIES, OR DIRECTED THE INSPECTOR. ]. THE CONTRACTOR RESPONSIBLE FOR DAMAGES TO ANY EXISTING UTILITIES AND SHALL HAVE IN T I POSSESSION COVER FURNISH EVIDENCE UPON REQUEST OF HAVING SUFFICIENT INSURANCE TO COVER ANY DAMAGES THAT MAY OCCUR. 8. WORK /N THE STATE RIGHT OF WAY.' A. THE VOOT MUST GRANT PERMISSION TO INSTALL A SEWER LATERAL WITHIN THEIR RIGHT OF WAY. THE UTILITIES CONTRACTOR 15 RESPONSIBLE FOR MAKING APPLICATION TO VIRGINIA DEPARTMENT OF TRANSPORTATION FOR PERMISSION TO INSTALL A SERVICE LATERAL CONNECTION WITHIN THEIR RIGHT OF WAY AND FOR PROVIDING THE CHIEF INSPECTOR A COPY OF THE PERMIT BEFORE COMMENCING WORK B. USE THE NECESSARY SIGNS AND BARRICADES TO DIVERT TRAFF /C. C. ONE -WAY TRAFFIC MUST BE MAINTAINED AT ALL TIMES, AT THE TRENCH MUST BE BACKFILLED WITH 2I4 STONE, AND COMPACTED AS REQUIRED. E. PAVEMENT SHOULD BE REPLACED WITHIN 24 HOURS ALL PAVING IS TO BE DONE IN ACCORDANCE WITH STATE HIGHWAY DEPARTMENT SPECIF /CATIONS E ON STREETS SUBJECT TO SCHOOL BUS TRAFFIC, WORK SHOULD BE DONE ONLY BETWEEN 9:00 AM AND J'CO P.M PRIOR TO CONNECTING PRIVATE SEWER CONNECTIONS FROM A HOME OR BUSINESS TO THE SERVICE CONNECTION, A SEWER CONNECTION FEE MUST BE PAID AND ALL THE ABOVE REQUIREMENTS MUST BE MILL IN ADDITION, THE BUILDING INSPECTOR'S OFFICE MUST BE NOTIFIED FOR FINAL INSPECTION. I AT NCI 9 p OF I SAY RUSS THEMP swo exY a �[Tw. A I uwrt o M AR VIEW I- H N C� .O de, 1 SS „UU[ _ R 0 Nmnro'TAR X .� SECTION mA.P.Ao°. NA Y SLCTION: C -C GENERAL NOTES A Of .1 PALO EST ERNST Ewpolwe THE WASON BE MAN OCR AN EX E WHEN Ed AN END TOM t�AT MoBil MY tom. TV- eW SEAL, WE e .T Ed I A W11 ,1 11 WITH RADIO, or 3 I SAN U"Ml 11 N, FOR ANNE RAI AMOCO To ON OPEC AMID two 17�, ENTRANCE NOTES tSCEIRE w,imin or v PER. Life NNISCRA BANTU IS The MT�E I A see TOM IS IWSA A AENEaLEI*SMET ALLOWMLE ENTRANCE GRAN CHANGLS cc } INNER I J Lok FER UNDER AN el DAN NSA SAM IN Od N W \ f W 0 IF EITAID TIME A a LU IL o> Z N Z 00 SO r CZ IM 0 Y jx O 0 L)i IT Z) ITT Li CIA ­1 /I IT I ,FACE RECENT WIFE ARGUED j' n7 Ines"In MET A IN I, fINUNIN Ex IT IT .... 11 '.. `�� ° er 1z T To 11 Iul IT I r N IFA .TETa.. , [ r I I Berre IT sTANL> E TH _,Hr E er "I OR I I Al_ H UP v L S ,CF RIF I G.I _ IF _IDEVA lockle I rFANA 14T Or SEEN PRE IT LIC ITT I NYA IT- OF F, R E, OF ... TER ,ti LCE _ LLE _x E _ Y, I I TI'_ITY LOCATIONS 2, EASEMENT W.DTHR PROCEDURES FOR INSTALLING LATERALS TO THE EX. SANITARY SEWER MAIN IN SERVICE WHEN IT IS NECESSARY TO TAP THE MAIN SEWER LINE AND INSTALL A 4" OR 6" INCH SEWER CONNECTION, THE FOLLOWING GUIDELINE SHALL BE ADHERED TO: 1. THE WORK SHALL BE DONE BY AN APPROVED UTILITIES CONTRACTOR SPECIALIZING NO PERMITTED FOR THE INSTALLATION OF PUBLIC WATER AND SEWER LINES UPON REQUEST, THE COUNTY WILL FURNISH A LIST OF KNOWN UTILITIES CONTRACTORS ACCEPTABLE TO THE COUNTY TO PERFORM SUCH WORK 2 IF A WATER LINE IS TO BE CROSSED, THE TAP MUST BE MADE ON MONDAY - THURSDAY 3 THE CONTRACTOR SHALL NOTIFY THE UTILITIES DEPARTMENTS CHIEF INSPECTOR 48 HOURS PRIOR TO BEGINNING CONSTRUCTION 4, WHEN TAPPING THE SEWER LINE, A MECHANICAL HOLE GUTTER AND AN APPROVED SADDLE MUST BE USED, THE TAP MUST BE MADE SO THAT HE SERVICE LATERAL CONNECTION WILL ENTER THE MANN LINE ON A SLOPE NO GREATER THAN 45 DEGREES NO CONNECTION SHALL BE CUT INTO THE TOP OF A SEWER LINE 5, WHEN TAPPING INTO MANHOLE, BRING THE ( ATERAL CONNECTION IN ABOVE THE SHELF, , BUT NO HIGHER THAN TWO FEET ABOVE THE LOWEST CHANNEL TROUGH TO CARRY THE FLOW FROM THE CONNECTION MUST ST BE BE BUILT I MANHOLE. THE MANHOLE. fi_ THE SEWER LATERAL CONNECTION EDGE or T E A M CONSTRUCTED IN WHICH ONLY TO THE PROPERTY LINE AND /OR THE EDGE OF THE EASEMENT IN WHICH THE MAIN SEV ✓ER LINE LIES, OR DIRECTED THE INSPECTOR. ]. THE CONTRACTOR RESPONSIBLE FOR DAMAGES TO ANY EXISTING UTILITIES AND SHALL HAVE IN T I POSSESSION COVER FURNISH EVIDENCE UPON REQUEST OF HAVING SUFFICIENT INSURANCE TO COVER ANY DAMAGES THAT MAY OCCUR. 8. WORK /N THE STATE RIGHT OF WAY.' A. THE VOOT MUST GRANT PERMISSION TO INSTALL A SEWER LATERAL WITHIN THEIR RIGHT OF WAY. THE UTILITIES CONTRACTOR 15 RESPONSIBLE FOR MAKING APPLICATION TO VIRGINIA DEPARTMENT OF TRANSPORTATION FOR PERMISSION TO INSTALL A SERVICE LATERAL CONNECTION WITHIN THEIR RIGHT OF WAY AND FOR PROVIDING THE CHIEF INSPECTOR A COPY OF THE PERMIT BEFORE COMMENCING WORK B. USE THE NECESSARY SIGNS AND BARRICADES TO DIVERT TRAFF /C. C. ONE -WAY TRAFFIC MUST BE MAINTAINED AT ALL TIMES, AT THE TRENCH MUST BE BACKFILLED WITH 2I4 STONE, AND COMPACTED AS REQUIRED. E. PAVEMENT SHOULD BE REPLACED WITHIN 24 HOURS ALL PAVING IS TO BE DONE IN ACCORDANCE WITH STATE HIGHWAY DEPARTMENT SPECIF /CATIONS E ON STREETS SUBJECT TO SCHOOL BUS TRAFFIC, WORK SHOULD BE DONE ONLY BETWEEN 9:00 AM AND J'CO P.M PRIOR TO CONNECTING PRIVATE SEWER CONNECTIONS FROM A HOME OR BUSINESS TO THE SERVICE CONNECTION, A SEWER CONNECTION FEE MUST BE PAID AND ALL THE ABOVE REQUIREMENTS MUST BE MILL IN ADDITION, THE BUILDING INSPECTOR'S OFFICE MUST BE NOTIFIED FOR FINAL INSPECTION. I AT NCI 9 p OF I SAY RUSS THEMP swo exY a �[Tw. A I uwrt o M AR VIEW I- H N C� .O de, 1 SS „UU[ _ R 0 Nmnro'TAR X .� SECTION mA.P.Ao°. NA Y SLCTION: C -C GENERAL NOTES A Of .1 PALO EST ERNST Ewpolwe THE WASON BE MAN OCR AN EX E WHEN Ed AN END TOM t�AT MoBil MY tom. TV- eW SEAL, WE e .T Ed I A W11 ,1 11 WITH RADIO, or 3 I SAN U"Ml 11 N, FOR ANNE RAI AMOCO To ON OPEC AMID two 17�, ENTRANCE NOTES tSCEIRE w,imin or v PER. Life NNISCRA BANTU IS The MT�E I A see TOM IS IWSA A AENEaLEI*SMET ALLOWMLE ENTRANCE GRAN CHANGLS U �I y` w 0 0 x wl 2OD 2 QED NQ W� Al 9 IL Q p W Q CD Q a@ 2 OQ IR on 3 a? R z cc 2 0w w� R QQ I=W U) aN Q. Qm O ZQ U� UN 2 o� 0 LUa ODie yu °?�R `►� ¢ Q� v W 22 pn `ZIP a Ol WHO tYi V Q W W Z 0 0 W % a a PREVISIONS 1 OCUL 24, 2014 County Comments Feb. 4. 2015 April 14, 2015 County Comments June 23,2015 County Comments July 30, 2015 County Commends Sept. 22, 2015 Grading Revisions DATE Aug. 15, 2014 r J cc LACRELE J Lok FER UNDER AN el DAN NSA SAM MCI AN U �I y` w 0 0 x wl 2OD 2 QED NQ W� Al 9 IL Q p W Q CD Q a@ 2 OQ IR on 3 a? R z cc 2 0w w� R QQ I=W U) aN Q. Qm O ZQ U� UN 2 o� 0 LUa ODie yu °?�R `►� ¢ Q� v W 22 pn `ZIP a Ol WHO tYi V Q W W Z 0 0 W % a a PREVISIONS 1 OCUL 24, 2014 County Comments Feb. 4. 2015 April 14, 2015 County Comments June 23,2015 County Comments July 30, 2015 County Commends Sept. 22, 2015 Grading Revisions DATE Aug. 15, 2014 r J FILE NUMBER 8053 SHEET II 13 / 17 J M Od N W W 0 CO 06 a a LU IL o> Z N Z 00 SO r Z 0 Y jx O 0 L)i IT Z) ITT m IL) L r /r^ V, O 0 U FILE NUMBER 8053 SHEET II 13 / 17 NOTE: AN ASTERISK SYMBOL ( *) DENOTES ELEMENTS THAT HAVE BEEN PROPOSED UNDER THE OLD TRAIL VILLAGE BLOCK 15 ROAD & UTILITY PLANS (SUB- 201400080). -- - GLEN VALLEY DRIVE (ST-114) - - - III S _ _ f 57 FYlSIWC '68 16 Ic G W _ 7 ST -24) T 1fi _ - / _ 22A ' I Iif I II I LLI � I -f I I II I �� h EX­. fi z +oa X.13 X. 14 X.15 X.1- 7 sTa EX-18 � - E�. - � � N1A rIV IT SCALE i PO t��fl l - �I 1 /y. _ reuui FED j -._ —� ,. 10 ',.� I T6 —� III III 1 L � I y I 1 tr 0 ,9�, t \ 11I1� -- I L 1 r ��L I/ �� I� a hI I �� 40. o I 20' EX JTIU1r ����Wqn�� �� oR VAR. vm1N ^e vkTe —_ -- __ = „wnGe es��T L, DA l.�flT - I sA / 0.08 - .�tlQp� p _ 4fa�'1 <s. �1' II L!�'/rj�.— _777lr1 r -fir wrir — Imo_ =�- -.vim. = - - -__o- 1 � ue l� -- — — — - — Sr al W !/ - a4���009 c0.9 TRAn„ "�,Fl,� I = .75 "— s -+ — \A ry� - -- -- — - EE I � D 0 7 6Q 1. �� I + 9 17 )i 5r— 175F- it i �' AP v TH- "aG \\ � 7a ACE I l _ 11° rll� Il '11 r8 \SP III �I �A 0.7 t - -- u� pQ t oR,. nnc�vT _ Ex. y� ) IIII r l 1 � � ` I ✓`" ■ _ _ � -� I I _ _ �- I T'•" � � DF aIN GE FST1 T. 11 I� -- I = H I� I �. `] OJ _ _ - �- - - � _ L- :, I � I � �{ _ fi 91 � DA 007_ _I I � � - r _ 5A p�` D 1 I f c -o.� � � ��`° DA-0 .os � Lh l ,� -___° +_ -C =O.D C -D — IIII I �33 *) sea i -_ X VA P,< pTT 666 - -_� ' _ p a- - �u WIDTH A E e �eT ILI \, J III _ ��en c s \ f� 3A �► 0 47r % It '433*) \r °� _ 6640 - - _ _ — I X20* X DA =Q:9 `,,[ _ C =0.75 — _ = DA =O39;:% ` \t l i l,, , z ', - _ 1 C 0 0:75 f ) l l ATAC ) /, 66 664 _ _ ({ DA-0 _ ) - 'sMT _ _ — -- X70 ZA 04 .- lF C=O. 9u h ! sb2 (27 *) 29 *J - - - I i —666 _ 1 _ �a 654 i /, Et / MOIIFIED HMP _ _ } � SMT (BI K�4 ySVvldi FCANj +� /7 >. /A — - - M B �e m/^ anrsmpner tc mill canes .� / FILE NUMBER 8053 SHEET 4/17 F4N�oI U 2 VV��Z Zm q� Ez1 Z O N tl Q 0 Z ot) v�3'z��I �ZO"wZZ N 42 N - r U ¢, m 0() Z(D mo c6 op 0 i ooh N W� y w o uL >�C ��O m W ¢¢ 8 ° a Z W aw R' a4 Qm m w (7 Z a 0 W a EVISIONS Oct 24, 2014 County Comments Feb. 4,2015 April 14, 2015 County Comments June 23, 2015 County Comments July 30, 21 County Comments Sept 22, 2015 Omtling Revisions J DATE Aug. 15, 20t4 SCALE 1 - 20 _ - _� CONTOUR INTERVAL 2 Feez M 06 N d Q z = w CL z N 'O W r 0 Y (J U Q $ 0 Z m m Q a cc � 0 d FILE NUMBER 8053 SHEET 4/17 NYLOPLAST. RISER EXTENSION'. 29__AG I UMBRIAN `° �....xoo.x�so LL 12 NIN ENTENSION TRANI -� 25 E _. AOx NYLOPLAST24"_ DRAIN BASIN- X sE 2 AT �. BE My J pa,w WHEN ARE INLINE DRAINS USED? 2"X HARDWOOD xsxo nrtEV RISER 4 0 AS AN IF Gi 120' x W A INN PERINI U) Q SENSE _x RISER Q MINIMUM MGM APRIL 271910 A DEALT I (L LLI ILx t , TYPICAL INSTALLATIONS >'> F Ni .:,.x. O Z z 0 �,x„ ORAN BASIN Y ILIMAII Al NIN --�.� = DINI81 o d,� , . Z PLAN' E.HxEx a ml LE E.e ET BARNAl V Ali LPUT AN AN NNE ,w e x ox d Ell 101 ,ea pa F ELGA NEAR Z PAN OAGP Eli RAIN, ASIA TAT Z WHEN ARE DRAIN BASINS VSED'+ o g 0NHf&APErNAFrR 3 TOCTANGEIPElYNE 4 N. eEOF<nm i ILL A PRINCIPALS sw_ x ADaHARRORSINGLE me BAR .axu oP ©o`w nmee.a GRAINATEA ,w "ALL GFAMAJLARA MATERIAL ANAGRAM ERNNJRlAMFOI POLI SH Ex IRRADIATED „: FOR INSPIRE DRAINAGE BEEN 51 ANT BE BLAME 9 CAMPANTED AT i MI AM T PAT AIF 'a OR AN FAMILIAR IN SECOROGGE EST I ANUM 7,121 FEAN, AM, 7aS1 — Nylu ..,.x w wm ,...xA.,,o, TIRE- 11 1111TATTRAL11111111i Al AN NON TRAFFIC INSTALLATION DRAIN BASIN INLINE DRAIN "I A37AEL C�'AAAAGA AD BE LITTLE AILIFTELICTIONE MR , ` TT k �TWO�l,�R�l�ATFDH[fflm�Nl�6%�g�AAAI 1111E FAMPARENTLE, F11.11 11 a FINALPLANCRNERAL NOTES STREET TREE REQUIREMENTS, GENERAL CONSTRUCTION NOTES L PRIOR MANY CONSTRUCTION WITHIN ANY EXISTWG MARBLE RIGHT-OF WAY, INCLUDING CONNECTIONTOANY EXISTINGROALAPERMIT SHALL BE OBTAINED FROM In VIRCIMADEPARTMEN OE fI SPORTATTON(VDOT), TWS PLAN AS DRAW N MAY NOT ACCURATELY REFURCI TIMaQU1 ENTS OF THE PERMR. WHERE ANY DISCREPANCIES OCCUR THERF.QUREMEN9 OF THE PERMIT SHALL GOVERN. 2. ALL MATERIAL S AND CONSTRUCT ION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. i- EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVWEDIN ACCORDANCE At I'H THE APPROVED EROSION CONTROL PLAN AND SHALL BE IN STALLED PRIOR TO ANT HEALTHY, GRADING OR OTHER CONSTRUCT ION . 4 ALL SLOPES AND AS GLORY) AREAS ARE TO BE FERTILIZER, SEEDED AND MULCHED. 5. SLOPESOF31 RAFTE ABLE ARE OPEIS_1 ETORIZOWAL VERf1CAL. WEffRF, REASONABCYOBTANABL LESSER 9AVED,RP3U ORBEITERARETOUN MATIMED. READE 6. PAVED, RIP- RAPORGNEE,FAIRDEE MATLWEDDOCH MAY ➢EREQGIR6DWHENN'1'FIEOPINIONE THE COUNTY ELL TRAFFIC R OR DESIGNEE, FAIR DEEMED INFORM WITH THE VIRTU STABILIZE, OR UNIFORM TRAFFIC A Z ALL COHYROL SIGNS SHALL CONFORM WITH THE VIRUNN MANUALPORUNIPoIIMCONiItOL DNLESSS. R IINLLS9OTPIERW6A NOTEDALLCONCRET9 PITH SHALL BERENFORCEII CONCRETE PIPE -CLASS llL 9. ALL EXCAVATION FOR UN MGROLND PIPE INSTALLATTON MUST COMPLY WITH OSHA STANDARDS FOR THE WNSTRUCTIONINDUS TRY(2QCFRPART 1926). ALBE3NUKE COUNTY GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS 1, MEPLAN.APPROVMO AUTHORITY MIST BE NOTIFIED REAL WEEK PRIOR TO THE PRELONSTRUCTTON CONEDRENCE, ONE ALEK PRIOR TOTIM COMMENCEMENT OF LAND DISTUR➢ WGACI IVITY, AND ONE WEFA: PRIOR TO TFNFWAL INSPECTION, . 2, ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS UP 625 -0200 EROSION AND SEDIMENT CONTROL REGULATIONS. 3, ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS TILE FROM STEP W CLEARING 4 A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SOL AT ALL TIMES. 5. PRIOR M COMMENCNG LANE DISTURBING ACTIVITIES N ARE AS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LWIFUND TO OPEBITE BORROW OIL WASTE AREAS), If It CON IFACTOR SHALL SUBMITA SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVALBY TILL PLAN APPROVING AUTHORITY, Z ALL DISTURBED AREAS ARE TO DRAW TO APPROVED SEDIMENT CONTROLMEASURIS AT ALL TIMOR ]ACTUAL LAND U9TUUINGACTI YITIESANDDURINGSI'IEDEVELOPI E. WU '14LPWALS'GBPLlaUON96ACHIEVED. 2 AT �. BE My J pa,w WHEN ARE INLINE DRAINS USED? 2"X HARDWOOD xsxo nrtEV RISER STAKES 120' x W A GENERAL CONSTRUCTION NOTES L PRIOR MANY CONSTRUCTION WITHIN ANY EXISTWG MARBLE RIGHT-OF WAY, INCLUDING CONNECTIONTOANY EXISTINGROALAPERMIT SHALL BE OBTAINED FROM In VIRCIMADEPARTMEN OE fI SPORTATTON(VDOT), TWS PLAN AS DRAW N MAY NOT ACCURATELY REFURCI TIMaQU1 ENTS OF THE PERMR. WHERE ANY DISCREPANCIES OCCUR THERF.QUREMEN9 OF THE PERMIT SHALL GOVERN. 2. ALL MATERIAL S AND CONSTRUCT ION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. i- EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVWEDIN ACCORDANCE At I'H THE APPROVED EROSION CONTROL PLAN AND SHALL BE IN STALLED PRIOR TO ANT HEALTHY, GRADING OR OTHER CONSTRUCT ION . 4 ALL SLOPES AND AS GLORY) AREAS ARE TO BE FERTILIZER, SEEDED AND MULCHED. 5. SLOPESOF31 RAFTE ABLE ARE OPEIS_1 ETORIZOWAL VERf1CAL. WEffRF, REASONABCYOBTANABL LESSER 9AVED,RP3U ORBEITERARETOUN MATIMED. READE 6. PAVED, RIP- RAPORGNEE,FAIRDEE MATLWEDDOCH MAY ➢EREQGIR6DWHENN'1'FIEOPINIONE THE COUNTY ELL TRAFFIC R OR DESIGNEE, FAIR DEEMED INFORM WITH THE VIRTU STABILIZE, OR UNIFORM TRAFFIC A Z ALL COHYROL SIGNS SHALL CONFORM WITH THE VIRUNN MANUALPORUNIPoIIMCONiItOL DNLESSS. R IINLLS9OTPIERW6A NOTEDALLCONCRET9 PITH SHALL BERENFORCEII CONCRETE PIPE -CLASS llL 9. ALL EXCAVATION FOR UN MGROLND PIPE INSTALLATTON MUST COMPLY WITH OSHA STANDARDS FOR THE WNSTRUCTIONINDUS TRY(2QCFRPART 1926). ALBE3NUKE COUNTY GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS 1, MEPLAN.APPROVMO AUTHORITY MIST BE NOTIFIED REAL WEEK PRIOR TO THE PRELONSTRUCTTON CONEDRENCE, ONE ALEK PRIOR TOTIM COMMENCEMENT OF LAND DISTUR➢ WGACI IVITY, AND ONE WEFA: PRIOR TO TFNFWAL INSPECTION, . 2, ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS UP 625 -0200 EROSION AND SEDIMENT CONTROL REGULATIONS. 3, ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS TILE FROM STEP W CLEARING 4 A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SOL AT ALL TIMES. 5. PRIOR M COMMENCNG LANE DISTURBING ACTIVITIES N ARE AS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LWIFUND TO OPEBITE BORROW OIL WASTE AREAS), If It CON IFACTOR SHALL SUBMITA SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVALBY TILL PLAN APPROVING AUTHORITY, Z ALL DISTURBED AREAS ARE TO DRAW TO APPROVED SEDIMENT CONTROLMEASURIS AT ALL TIMOR ]ACTUAL LAND U9TUUINGACTI YITIESANDDURINGSI'IEDEVELOPI E. WU '14LPWALS'GBPLlaUON96ACHIEVED. 8. DIRNGDEMANDING OPERATIONS, WATERWILL BEPUMPEDLNTOANAPPROVEDPRTERNG DEVICE. 9. THE CONTMCTORSHALL INSPECT ALL EROSION CONTROL MEASURES PERIO DICALLYAND AFTER EACH RUNOPR PRODUCING RAINFALL EVENT . ANY NECESSARY REPAIRS OR REPAIRED ]RD A AN THE EFFECTIVENESS OF TIM EROSION CONTROL DEVICES SHALL. BE- AUE LMMEDIATELY. 10. ALL PILL MATERIAL TORE TOKYO PROp1AHAPPROVED , DEffiONA'IED BORROWAREA If ALL WASTE MATERIAL9SHALLBE TAKEN TO AN APPROVED WASTE ARM EARTH FILL SHALL BE LNERTMATEIIIALS ONL$FBPE(BUSHELS, STUMPS, WOOD, RUBBISH, AND OTTILR DEBRIS 12, BORROW OR WASTE AREAS AUTO BE RECLAIMED EM 7DAYS Of COMPLET SON PER ZONING OADINANCESECTONA .LR8. U. ALL INERTMATERLLS SHALLBE TRANSPORTED INCOMPLIANCE WITHSECTTON HOLD OF THE CODE OEALBEMARLE. 14, BORROW PILL OR WASTE ACTIVITY INVOLVING DIDUS'TIUAUTHE POWER EQUIPMENT 9HALLBE LMETEDTO 'PHBHUIRSOF7NAM'1O9:OOPM. 15, BORROW, FILL OF WOULD ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER MANMAINTANS LATERAL SUPPORT, ORORDER BEGNOMER ANHAZARD TO PERSONS, PHYSICAL, DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND FRONTAGE '1O ANY PUBLIC STREET BECAUSE O SLIDES, STAKING, OR COLLAPSE. IA In DEVELOPER SHALL RESERVE THE RIGHT IO INSTALL, MAINTAIN. REMOVE OR CONVERT TO PERMANENT N OIIMWATERMANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN RRGARDLFSS Of, IIIE SALE OF ANY LOT, UNIT, BUILDWG OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBSEACRE, AND IN TEE MONTHS Of SEPTEMBER TO FEBRUARY TO CONSIST A AM MIX OF ANNUAL RY ,RASS AND OFFERED ii INTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL EYE OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STMWMGLCH IS TO BE APPLIED AT 80LBSYILIABLEMPATTVES ARE SUBJECT TO APPROVED BY TIM COUNTY GtO510A CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SUALL BE LEND ANTED FERTILIZER PERMANENT SFRPORA AND INTO THE MR 46 WCMALG SLIDE LIMESTONE HALL➢. S F APPLIED A'1'90LITS/IOOOSI INCORPORATED N'IDTHE IOP46IHCHES FMV ENT SEETINGSE SHALL BE TL BE APPLIED PPLED I O AND OLBS /ACRE 4N1 CONSIST OF A IP20.10 NUDtENTMLY. P TALL FESCULANDG SEAT RNMEMN RIAEGT IS S OR.ACREAND CONSIST U OP95% KENTUCKY CHISTO ORTALLDATHANO0.SL KENEDUCKY FILE 95iAW COUNTY EROSION CONTROL 8019SIDOR ALTERNATIVES ARE SUBJECT APPR04'EDBYTHE COUNTY F,ROSION' CONTROL INSPECTOR 19. MAINTENANCE ALL MEASURES ARE TO BE NE 5 AFTER V,DTA EACH RA. ALL EJF ANY TOBEICLORCLOGGINGTODFME TTSIO GERFLTOBERELEDWiJFA.t IFLY.SILTTHENEDED TOA ARETO DWHENIDEDWHEWETS'TOMOEVOLUREI9 PILED STAND DIMENT.ALLSBEDPD AREASARETORBRFSEIDEIJWAG\ NLOLECTNOOACHIEVEA GOOD STANDOPGRASS .STBF. B CLEANER ANDREYHIi9 WUCHARECOLLECITNG SEDLMEN TO HALFTTBEIRH9IGHT MUSTER CLEANEDAND REPAIRED IMMEDIATELY, 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF FINAL SITE 3 LABLINEREATION, WHENMEASURES ARE NO LONGER NEEDED, S DEVICE TO APPROEV,BYSHE COMITY EROSION CONTROL INSPECTOR. SHREI MULCT GALVANIZED — 2 AT �. BE My J pa,w WHEN ARE INLINE DRAINS USED? 2"X HARDWOOD xsxo nrtEV RISER STAKES 120' x W A U) Q SENSE _x RISER Q 271910 A U I (L LLI ILx t , TYPICAL INSTALLATIONS >'> F Ni .:,.x. O Z z 0 �,x„ ORAN BASIN Y C7 --�.� = DINI81 U Z E.HxEx a ml LE E.e ET M V Ali LPUT AN AN NNE F ELGA NEAR Z PAN OAGP Eli RAIN, ASIA TAT Z WHEN ARE DRAIN BASINS VSED'+ o g 0NHf&APErNAFrR 3 TOCTANGEIPElYNE 4 N. eEOF<nm ILL A PRINCIPALS sw_ x GRAINATEA ,w "ALL POLI SH Ex "J"111141 AN GI.AUIIBXL A' PARTIAL' AT i MI AM T PAT AIF 'a OR AN FEAN, AM, 7aS1 — Nylu ..,.x w wm ,...xA.,,o, TIRE- 11 1111TATTRAL11111111i AN NON TRAFFIC INSTALLATION DRAIN BASIN INLINE DRAIN ARE oe 'FAGOT FARES, 11 it 11 AT CEY ` TT k a �'�' A AN ANN TOP NYl�les[ ww nwxuc Fr,,T GA AN ON IF ANT PBAUA I I I AIR A 8. DIRNGDEMANDING OPERATIONS, WATERWILL BEPUMPEDLNTOANAPPROVEDPRTERNG DEVICE. 9. THE CONTMCTORSHALL INSPECT ALL EROSION CONTROL MEASURES PERIO DICALLYAND AFTER EACH RUNOPR PRODUCING RAINFALL EVENT . ANY NECESSARY REPAIRS OR REPAIRED ]RD A AN THE EFFECTIVENESS OF TIM EROSION CONTROL DEVICES SHALL. BE- AUE LMMEDIATELY. 10. ALL PILL MATERIAL TORE TOKYO PROp1AHAPPROVED , DEffiONA'IED BORROWAREA If ALL WASTE MATERIAL9SHALLBE TAKEN TO AN APPROVED WASTE ARM EARTH FILL SHALL BE LNERTMATEIIIALS ONL$FBPE(BUSHELS, STUMPS, WOOD, RUBBISH, AND OTTILR DEBRIS 12, BORROW OR WASTE AREAS AUTO BE RECLAIMED EM 7DAYS Of COMPLET SON PER ZONING OADINANCESECTONA .LR8. U. ALL INERTMATERLLS SHALLBE TRANSPORTED INCOMPLIANCE WITHSECTTON HOLD OF THE CODE OEALBEMARLE. 14, BORROW PILL OR WASTE ACTIVITY INVOLVING DIDUS'TIUAUTHE POWER EQUIPMENT 9HALLBE LMETEDTO 'PHBHUIRSOF7NAM'1O9:OOPM. 15, BORROW, FILL OF WOULD ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER MANMAINTANS LATERAL SUPPORT, ORORDER BEGNOMER ANHAZARD TO PERSONS, PHYSICAL, DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND FRONTAGE '1O ANY PUBLIC STREET BECAUSE O SLIDES, STAKING, OR COLLAPSE. IA In DEVELOPER SHALL RESERVE THE RIGHT IO INSTALL, MAINTAIN. REMOVE OR CONVERT TO PERMANENT N OIIMWATERMANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN RRGARDLFSS Of, IIIE SALE OF ANY LOT, UNIT, BUILDWG OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBSEACRE, AND IN TEE MONTHS Of SEPTEMBER TO FEBRUARY TO CONSIST A AM MIX OF ANNUAL RY ,RASS AND OFFERED ii INTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL EYE OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STMWMGLCH IS TO BE APPLIED AT 80LBSYILIABLEMPATTVES ARE SUBJECT TO APPROVED BY TIM COUNTY GtO510A CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SUALL BE LEND ANTED FERTILIZER PERMANENT SFRPORA AND INTO THE MR 46 WCMALG SLIDE LIMESTONE HALL➢. S F APPLIED A'1'90LITS/IOOOSI INCORPORATED N'IDTHE IOP46IHCHES FMV ENT SEETINGSE SHALL BE TL BE APPLIED PPLED I O AND OLBS /ACRE 4N1 CONSIST OF A IP20.10 NUDtENTMLY. P TALL FESCULANDG SEAT RNMEMN RIAEGT IS S OR.ACREAND CONSIST U OP95% KENTUCKY CHISTO ORTALLDATHANO0.SL KENEDUCKY FILE 95iAW COUNTY EROSION CONTROL 8019SIDOR ALTERNATIVES ARE SUBJECT APPR04'EDBYTHE COUNTY F,ROSION' CONTROL INSPECTOR 19. MAINTENANCE ALL MEASURES ARE TO BE NE 5 AFTER V,DTA EACH RA. ALL EJF ANY TOBEICLORCLOGGINGTODFME TTSIO GERFLTOBERELEDWiJFA.t IFLY.SILTTHENEDED TOA ARETO DWHENIDEDWHEWETS'TOMOEVOLUREI9 PILED STAND DIMENT.ALLSBEDPD AREASARETORBRFSEIDEIJWAG\ NLOLECTNOOACHIEVEA GOOD STANDOPGRASS .STBF. B CLEANER ANDREYHIi9 WUCHARECOLLECITNG SEDLMEN TO HALFTTBEIRH9IGHT MUSTER CLEANEDAND REPAIRED IMMEDIATELY, 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF FINAL SITE 3 LABLINEREATION, WHENMEASURES ARE NO LONGER NEEDED, S DEVICE TO APPROEV,BYSHE COMITY EROSION CONTROL INSPECTOR. SHREI MULCT GALVANIZED — GUY WIRE My J 2"X HARDWOOD Q STAKES 120' N^^ W NOTES &DETAILS STREET TREE CALCULATIONS - ROWCROSS STREET 490 LINEAR FEET OF ROAD FRONTAGE ®1 TREE / 40 LINEAR FEET = 1225 STREET TREES REpUIRE0 12 STREET TIRES PRONDEO STREET TREE CALCULATIONS -OLD TRAIL DRIVE 285 LINEAR FEET OF ROAD FRONTAGE W 1 WEE / 40 LINEAR FEET = 6,63 STREET TREES REgUIRE0 9 SWEET WEBS PROPOSED PLANT LIST a I 10 AS J N 7� "MO'JL l3OIP 'fL VAMP v .6 O1 NnMc G.'.UPtR C 1Y"A'LNG ,PhC VG 5 LET CS CANOPY POP. o' KP KOELRfUTCRIA PANICULATA GORDfN RAIN TREE 25" MIN. 12' AS B & B' 380 .. PA PLATANUS H ACERIFOLIFl LONDON PLANETREE 25" MIN. 12' B & B' 362 5 G'P pUERCUS PHELLOS WILLOW OAK 25" MIN. 12' B & B' 370 6 AR AVER RUBRUM BE CVS OCT. GLORY, RED SUNSET 25" MIN. 10' SHDVAV B & B' 397 PROPOSED SITE AR Q$P¢p,LTA Of 41�c PHASE 2 OF BLOCK 12 = t3B ACRES 15% SITE TREE CANOPY REQUIRED= BLOCK 12, PHASE 2 CANOPY = 8,083 OF Chr-Pstopher C M IIg SITE CANOPY PROVIDED (1 O YR PROJECTEDI o 031672 ' PROPOSED BLOCK 12 WEE CANOPY= (6 *380) +(8*368) +(fi'3Z0) +(6'397) = 9,080 SF. xnL, CAN i STREET TREE NOTES ISO MINIMUM STANDARDS: 1. TREES SHOWN HEREON WERE SELECTED FROM ALBEMARLE COUNTY'S RECOMMENDED PLANT LIST. SUBSTITUTIONS MUST BE APPROVED BY THE ALBEMARLE COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT. 2 TIMING OF INSTALLATION: ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON FOLLOWING THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE DEVELOPMENT, OR PHASE THEREOF. 3. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATIONS OF THE AMERICAN ASSOCIATION OF NURSERYMEN. PLANTING SHALL BE DONE IN ACCORDANCE WITH EITHER THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMEN'S S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS OR THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR THE ROAD AND BRIDGE SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION, 4. MAINTAINING AND REPLACING STREET TREES: ALL STREET TREES SHALL BE MAINTAINED IN A HEALTHY CONDITION BY THE HOMEOWNER'S ASSOCIATION AND REPLACED WHEN NECESSARY. REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED PLAN. 5. MAINTENANCE OF ALL TREES SHALL BE THE RESPONSIBILITY OF THE HOMEOWNER'S ASSOCIATION. 6. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT MATURE HEIGHT. THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. 7. TREES SHALL BE 2.5" MINIMUM CALIPER MEASURED 6" ABOVE GROUND LEVEL WHEN PLANTED. REMOVE BURLAP FROM TOP 1/3 OF BALL P`F` � �� /A /s/ 8" MIN 1B” MIN /� /� HREI V� V BARN {{ / /. I \ M N. � 6 MIN.. A ( A i A, EARTH BERM AROUND BED o U Z Zb N� 2 OR NQ I`ll 1�0 a� Q. ¢' 0�ox 0 2W m@1 2 ao >O u d1 g ¢? EM �ZONwm ¢ as kw cw ac TC ¢ IPn POP ¢Ov y wz oI I--� EL w ib LIE M+R O> R R z W {0 W Il)BE7 Z aN BE (7 ul z ELI � REVISIONS Oct. 24,2014 County Comments Feb. 4, 2015 April 14, 2015 County Comments June 23, 2015 County Comments July 3O MI5 County Comments Sept. 22,2015 Gne ing Revisions GATE Aug, 16, 2074 l My J W Q N^^ W U) Q � Q U I (L LLI r >'> F N O Z z 0 Y C7 U Z a ml M V Q, i STREET TREE NOTES ISO MINIMUM STANDARDS: 1. TREES SHOWN HEREON WERE SELECTED FROM ALBEMARLE COUNTY'S RECOMMENDED PLANT LIST. SUBSTITUTIONS MUST BE APPROVED BY THE ALBEMARLE COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT. 2 TIMING OF INSTALLATION: ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON FOLLOWING THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE DEVELOPMENT, OR PHASE THEREOF. 3. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATIONS OF THE AMERICAN ASSOCIATION OF NURSERYMEN. PLANTING SHALL BE DONE IN ACCORDANCE WITH EITHER THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMEN'S S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS OR THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR THE ROAD AND BRIDGE SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION, 4. MAINTAINING AND REPLACING STREET TREES: ALL STREET TREES SHALL BE MAINTAINED IN A HEALTHY CONDITION BY THE HOMEOWNER'S ASSOCIATION AND REPLACED WHEN NECESSARY. REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED PLAN. 5. MAINTENANCE OF ALL TREES SHALL BE THE RESPONSIBILITY OF THE HOMEOWNER'S ASSOCIATION. 6. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT MATURE HEIGHT. THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. 7. TREES SHALL BE 2.5" MINIMUM CALIPER MEASURED 6" ABOVE GROUND LEVEL WHEN PLANTED. REMOVE BURLAP FROM TOP 1/3 OF BALL P`F` � �� /A /s/ 8" MIN 1B” MIN /� /� HREI V� V BARN {{ / /. I \ M N. � 6 MIN.. A ( A i A, EARTH BERM AROUND BED o U Z Zb N� 2 OR NQ I`ll 1�0 a� Q. ¢' 0�ox 0 2W m@1 2 ao >O u d1 g ¢? EM �ZONwm ¢ as kw cw ac TC ¢ IPn POP ¢Ov y wz oI I--� EL w ib LIE M+R O> R R z W {0 W Il)BE7 Z aN BE (7 ul z ELI � REVISIONS Oct. 24,2014 County Comments Feb. 4, 2015 April 14, 2015 County Comments June 23, 2015 County Comments July 3O MI5 County Comments Sept. 22,2015 Gne ing Revisions GATE Aug, 16, 2074 l FILE NUMBER 6053 SHEET 16/17 My J W Q N^^ W U) Q � Q U I (L LLI r >'> F N O Z z 0 Y C7 U Z a ml M V Q, F Z Z o g FILE NUMBER 6053 SHEET 16/17 U m M nal �W�= Laws How NAME. BUICK 2 Zm W� LITTLE, 0. Am BECTION WAGE almm, I meran. I.N. '.I. WL Ial Nmm, Fil g On qa DE Fm Q> All ME 61 on AGE 00 DOE 500 667 019 NAME No 10 31 As I No 16 7 79 2 A 0 al ALAN 15 a ME 0 15 na BIG 4 Am 1037 010 a N W 0 an 10 "1 W311 New a ¢' z� 7 05741 is 1 Am wn ONTO all IN 017 1 45 613 8 an ON 117 , BE I an M AT 0 Q nor Or MAT 2 OUs (CONGO AN an Be OR u 11 All an an man DAN o� 046 an 112 all 1474 Gain 118 00 1 an "I to BE, Nam New v�5p?,� 1 RON 24 AI am AM items I main 11 we law 0=1 a a air 015 215 41, 1 am am am 010 am an ITT w,4A NEW i 0m w 47 ON 0 no ON S45 12,95 4 05 16 as mat now 70 61 1 ME DOW ON In, AN INA; 4 s 16 Em owes was to Q UQ gW 47 1 Be OR 060 019 ON One 4 83 Vast Mw me NIN NNI NONE 24 MAE 732 04 sells 0 so AN 3 I Mae Go an an 0 Mar 047 967 ONE raw N Z o GO 0 As a I 1 41 0 05 080 0 04 Ora 9 ME 5 me 12 AM 651 66125 News 1 mass 24 20 Be None As NONE, 0 AT am a as man 0 25 am 0 Am Zan ON 144 1 6874a Op o� BE 024 aw 013 B13 600 667 0 SO OGDEN N7 TO TODD I DAN is 7E5 Ali 37 me 2 m� 0 ti Lu 37 w4s) 15 2 As 540 NX12 0 ON 5 N 11, 1 an 411 am 0 On am 016 046 C04 a NO 040 wall Ill N LL Eu 41 31 Oil me 010 274 27 52 ;G16 mail is ALONE or AM DOW As aG44 WN ED ALI in GET a 16 042 Own; a miss 11 41, 0 A I A I M IN ME, IMA ►� 2 o W w¢ of W aw Mg An 29 0 or 0 A 0 Is 698 Vam 4 as BE 96 Bill Now 29 W DIANE Do DAN Dan 107 ROLE 15 v 16315 24 l7ant IW17 Boom 117 71 021 Tom 714 11971 0 an "I all 1 ED "1 1 BE W, A low P (7 Qm °'ad w 0 an z No �W% �M REVISIONS 18 is I ?me Nice 465 as 11 650 75 we Am DAN 3 wom no 71 DOE 1474 0 OR ABLE 12 mal ET Ol 24, 2014 county Comments Feb. 4, 2015 April 74, 2015 2 MOTION weak 12 A 15 County Comments June 23, 2015 GONE. Wt WIN al seems Q a 075 0 Counry Comments July 30, 2015 County Commerrtl No man 1. ED we mer mare swe I. "I Bal II ..I. alwas I we AT MANDENEANE ATTE31 .1111, I NEED al 0 an T, mal EEO EMBLEM 6 $EIDL 22, 2015 00,111 main Grading Revisions I DI ON 25 Mm7m ON on am I an 10 0 NO, one orm Nom 16 2 1243 0 Was 40 am I I line arm as 04 all ON 0 as 010 a an DATE Aug. 75, 2074 co No I atS z N Z O wassmat B, IN 1 11 am W mol 031111 a Jew Dan DERNETER arm a (L�''` s Dl No man, Ivanals Lawm.NEE. L Z N O 0 —1: amemen All= T U O A DI GN 25 man As all 095 D 10 500 1 G5 ON 021 0 NO mical 0 onat 27 2 AGE, a= 4 0 an as 0 AN G104 96 as 018 call a BE are 0 20 25 `-t U M U Im DI A 47 DEBT N 004 OLD 004 500 a 5 am 0 14 037 awal owes 23 2 0 am 0 M33 40 007 15 AID Also 38 12 017 0 45 0 a m 0 O FILE NUMBER I am 117 117 Moslem AUDI 05 2 0 Nor 0 No 40 095 35 0 NO Dan 77 A 5 020 1 No am am ON 0 a 3053 SHEET Dr. Go 24 Gram 17/17. STORM SEWER DESIGN aouoA nw� `vurveAS +o saaarxmuwe. HYDRAULIC GRADELINE , °u, „,aEOOE „n �.,�,e° � =,orb, p ��,x>� r�„m�� �r�,,,.,� E: ��. MEN RD z °�= � „nrz °„ �„ „° z "° xi� ,.�„ PROPERTY LINE YARD SWALES °"' WORST CASE HYDRAULIC ANALYSIS e, ® i z ry CRASS LINED CHANNEL SEDITION AN � Be x °Lk15 I DITCH DEPTH -8” a 6, q, rze u a. ,. GRASS. LINED CHANNEL '. �, REAR - STR$ R —(1 -4) LOT 12 -9 u °w e a on a.,xs . COMMON P/ ,. ozs a °ns . I 905 Oz =0.19 cfs Qz =0.19 ds , 1176 w as e x am e a ozs III i om aw,k,: a az] cis DA-0.15 Acres a,° az] arm DA-0 .15 Acres ze oze s v, os ROLE 15 „ ., e 0 — 0.39 cis SlopeJ50016] H. /H. D,m= 0.39 cfs Soper- 50.050 ff. /H. Vz OJ6 fps Vz = 1.30 fps ,rs � ,r a.oe , x i � , I o.,e ANNE 15 ,. a° d,o =. o.zD' m.e oms a,° = o.ls' „�� o.o3s u I „ I os area 15 ne tl,m =0.23' d,w -0.18' v u Islas i a swots E U . „ ° °° o.oei , ° s rs, I ers w. � i Christopher u II ,aa , z< �u a ew rrz „�z �,° �; as of s w w a None INLET COMPUTATION - 4/NCHES PER H�OUft .Iloe,vmu ,s ail n . uw ,. � o.w n. �” :,..o"� °„°:o �,ra ,Enw,`E'P.w�..,w, ° ° „m .15 �. 5 w I z � +vw =w .,m,..r.,.,.,..,,o: � ` °r.,%:�v „���n.'oa,�,w.a„�,.a,° .A in IRAN I °„ ° ,o ° 0 ss :,. , � a z ° w ° an s ° rs ow °oe ones j , , I ' a I , . , K ea .. Be u rs e. m . naos. ai ,,..,,, °m °.n o,+ s� a. ,a ° , �. °� ¢rs z °,s °.wa ° ,°° i ° m o o. .z °° o,° °.Po du °e o„ ° I ^ ° o z 0 0 'Deal : n e s 0 ° ° ° °n , z. - INLET COMPUTATION- 6.51NCHES PER HOUR - -- �- %nom ":� °,:�;�p ' mon+:(u %mma rar :lWssdsp �[u�,wogaoweeusxcav ,zn,s „ m °,r I aW am r, „ ° ° ,�° am a,. a,° ON AEG n oPo, °, z i °3, a� ME � u � ; Ira �a r n z o , , - om ore � � a ,m ea I AM, - , n , ? , oa m° x ' z x e o M++sm � u m 030 111 all c as ! ° � ° i D rs ,. rs n oa ms, or<oa ,z z ,.rz OWN . <° u ° I o° „° me: , °w U m M nal �W�= Laws How NAME. BUICK 2 Zm W� LITTLE, 0. Am BECTION WAGE almm, I meran. I.N. '.I. WL Ial Nmm, Fil g On qa DE Fm Q> All ME 61 on AGE 00 DOE 500 667 019 NAME No 10 31 As I No 16 7 79 2 A 0 al ALAN 15 a ME 0 15 na BIG 4 Am 1037 010 a N W 0 an 10 "1 W311 New a ¢' z� 7 05741 is 1 Am wn ONTO all IN 017 1 45 613 8 an ON 117 , BE I an M AT 0 Q nor Or MAT 2 OUs (CONGO AN an Be OR u 11 All an an man DAN o� 046 an 112 all 1474 Gain 118 00 1 an "I to BE, Nam New v�5p?,� 1 RON 24 AI am AM items I main 11 we law 0=1 a a air 015 215 41, 1 am am am 010 am an ITT w,4A NEW i 0m w 47 ON 0 no ON S45 12,95 4 05 16 as mat now 70 61 1 ME DOW ON In, AN INA; 4 s 16 Em owes was to Q UQ gW 47 1 Be OR 060 019 ON One 4 83 Vast Mw me NIN NNI NONE 24 MAE 732 04 sells 0 so AN 3 I Mae Go an an 0 Mar 047 967 ONE raw N Z o GO 0 As a I 1 41 0 05 080 0 04 Ora 9 ME 5 me 12 AM 651 66125 News 1 mass 24 20 Be None As NONE, 0 AT am a as man 0 25 am 0 Am Zan ON 144 1 6874a Op o� BE 024 aw 013 B13 600 667 0 SO OGDEN N7 TO TODD I DAN is 7E5 Ali 37 me 2 m� 0 ti Lu 37 w4s) 15 2 As 540 NX12 0 ON 5 N 11, 1 an 411 am 0 On am 016 046 C04 a NO 040 wall Ill N LL Eu 41 31 Oil me 010 274 27 52 ;G16 mail is ALONE or AM DOW As aG44 WN ED ALI in GET a 16 042 Own; a miss 11 41, 0 A I A I M IN ME, IMA ►� 2 o W w¢ of W aw Mg An 29 0 or 0 A 0 Is 698 Vam 4 as BE 96 Bill Now 29 W DIANE Do DAN Dan 107 ROLE 15 v 16315 24 l7ant IW17 Boom 117 71 021 Tom 714 11971 0 an "I all 1 ED "1 1 BE W, A low P (7 Qm °'ad w 0 an z No �W% �M REVISIONS 18 is I ?me Nice 465 as 11 650 75 we Am DAN 3 wom no 71 DOE 1474 0 OR ABLE 12 mal ET Ol 24, 2014 county Comments Feb. 4, 2015 April 74, 2015 2 MOTION weak 12 A 15 County Comments June 23, 2015 GONE. Wt WIN al seems Q a 075 0 Counry Comments July 30, 2015 County Commerrtl No man 1. ED we mer mare swe I. "I Bal II ..I. alwas I we AT MANDENEANE ATTE31 .1111, I NEED al 0 an T, mal EEO EMBLEM 6 $EIDL 22, 2015 00,111 main Grading Revisions I DI ON 25 Mm7m ON on am I an 10 0 NO, one orm Nom 16 2 1243 0 Was 40 am I I line arm as 04 all ON 0 as 010 a an DATE Aug. 75, 2074 co No I atS z N Z O wassmat B, IN 1 11 am W mol 031111 a Jew Dan DERNETER arm a (L�''` s Dl No man, Ivanals Lawm.NEE. L Z N O 0 —1: amemen All= T U O A DI GN 25 man As all 095 D 10 500 1 G5 ON 021 0 NO mical 0 onat 27 2 AGE, a= 4 0 an as 0 AN G104 96 as 018 call a BE are 0 20 25 `-t U M U Im DI A 47 DEBT N 004 OLD 004 500 a 5 am 0 14 037 awal owes 23 2 0 am 0 M33 40 007 15 AID Also 38 12 017 0 45 0 a m 0 O FILE NUMBER I am 117 117 Moslem AUDI 05 2 0 Nor 0 No 40 095 35 0 NO Dan 77 A 5 020 1 No am am ON 0 a 3053 SHEET Dr. Go 24 Gram 17/17. STORM SEWER DESIGN aouoA nw� `vurveAS +o saaarxmuwe. HYDRAULIC GRADELINE , °u, „,aEOOE „n �.,�,e° � =,orb, p ��,x>� r�„m�� �r�,,,.,� E: ��. MEN RD z °�= � „nrz °„ �„ „° z "° xi� ,.�„ PROPERTY LINE YARD SWALES °"' WORST CASE HYDRAULIC ANALYSIS e, ® i z ry CRASS LINED CHANNEL SEDITION AN � Be x °Lk15 I DITCH DEPTH -8” a 6, q, rze u a. ,. GRASS. LINED CHANNEL '. �, REAR - STR$ R —(1 -4) LOT 12 -9 u °w e a on a.,xs . COMMON P/ ,. ozs a °ns . I 905 Oz =0.19 cfs Qz =0.19 ds , 1176 w as e x am e a ozs III i om aw,k,: a az] cis DA-0.15 Acres a,° az] arm DA-0 .15 Acres ze oze s v, os ROLE 15 „ ., e 0 — 0.39 cis SlopeJ50016] H. /H. D,m= 0.39 cfs Soper- 50.050 ff. /H. Vz OJ6 fps Vz = 1.30 fps ,rs � ,r a.oe , x i � , I o.,e ANNE 15 ,. a° d,o =. o.zD' m.e oms a,° = o.ls' „�� o.o3s u I „ I os area 15 ne tl,m =0.23' d,w -0.18' v u Islas i a swots E U . „ ° °° o.oei , ° s rs, I ers w. � i Christopher u II ,aa , z< �u a ew rrz „�z �,° �; as of s w w a None INLET COMPUTATION - 4/NCHES PER H�OUft .Iloe,vmu ,s ail n . uw ,. � o.w n. �” :,..o"� °„°:o �,ra ,Enw,`E'P.w�..,w, ° ° „m .15 �. 5 w I z � +vw =w .,m,..r.,.,.,..,,o: � ` °r.,%:�v „���n.'oa,�,w.a„�,.a,° .A in IRAN I °„ ° ,o ° 0 ss :,. , � a z ° w ° an s ° rs ow °oe ones j , , I ' a I , . , K ea .. 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VRDAI +10 IG E­ TO AN ad CiAlk III A D ANN; ISO ININArrolloNJAMSDISCIANI 111 11 1.110111, IN' SEA SO Ardo Froof 1.11.1 e _u^rvu �. rtr r"me ,COMMAND, PENN e MI IINIE.N[v AT LOS CA AN CnISCHIJUCOZICI Cuo,7 ANIC 11 11 Role COCA � NOR N IF TIT T.. i a E v.+ --"OF ABC ING LIPS No TOP Class r ISO ININArrolloNJAMSDISCIANI 111 11 1.110111, IN' SEA SO Ardo Froof 1.11.1 e _u^rvu �. rtr r"me ,COMMAND, PENN e MI IINIE.N[v AT LOS CA AN CnISCHIJUCOZICI Cuo,7 Role COCA � NOR A TRENCH DRAIN ��8 Not To Scale G ��T YPI-AI F -IS IF LAE,NI 5 DEN LY DETAIL i�TYP. FIRE HYDRANT ASSEMBLY C,$ Not To Scale - -- — _ THE ME AS F � VALVE BOX t MAIN { {AlN VARAil. PILG L2 WATER A ROO VPL c TO TS (COAT RODS WIN STUDIO PANE) ON —LINE (TYPE B ") VARIES TREADLE COUPLING PVC NIPPLE AND CAP Rvc SLEEVE BR SS CROPS ND CAP l HD LATE ALL R THREADS THREAT BI RC RISEN PC (SEE flG VI ]) VALVE DbA —' e NO 57 STONE NTTING —. V�2" PIPE SLOPE TO DRAIN IF _ GRADE ALLOWS VARIES VARIES 2 GALV ON BRASS PIPE Ad THREADED TAP DEAD END (TAPE "A ") TYPICAL BLOW —OFF ASSEMBLY NITA TYPICAL BLOW -OFF ASSEMBLY q$ Not To Scate v� °II _' FI o IS A I T 0 w� py IN a > SIMI N t� Bill GII V EAT w w rv0 a ARE y� V— w Z �q° W JAll- I w WICI A�1 W J Q Dole 05/01 SET 4 some s IDm No C1R OF20 Fie NO 1 ?.0 )9 SEE IT AT NO N IF T.. i a E v.+ YPI-AI F -IS IF LAE,NI 5 DEN LY DETAIL i�TYP. FIRE HYDRANT ASSEMBLY C,$ Not To Scale - -- — _ THE ME AS F � VALVE BOX t MAIN { {AlN VARAil. PILG L2 WATER A ROO VPL c TO TS (COAT RODS WIN STUDIO PANE) ON —LINE (TYPE B ") VARIES TREADLE COUPLING PVC NIPPLE AND CAP Rvc SLEEVE BR SS CROPS ND CAP l HD LATE ALL R THREADS THREAT BI RC RISEN PC (SEE flG VI ]) VALVE DbA —' e NO 57 STONE NTTING —. 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