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HomeMy WebLinkAboutSDP201600006 Letter of Revision Letter of Revision 1 2017-08-04w � .� <IL ry lJk. i rRc;ir�l�, COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road, North Wing Charlottesville, Virginia 22902-4596 Phone (434)296-5832 Fax (434)972-4126 August 4, 2017 Ammy George Roudabush, Gale & Associates RE: L0R#1 for SDP -201600006, Tax Map/Parcel #055E0 -01-00-000A1 Ms. George, This letter approves your submitted Letter of Revision for the above referenced site plan. The letter of revision proposes the changes as shown on the attached plan and letter dated July 19, 2017. There are no other changes to the approved plan proposed. This is the first (1 sc ) Letter of Revision for this site. Three (3) Letters of Revision are allowed, after which all required changes must submitted in the form of a site plan amendment. Sincerely, Megan Yaniglos, AICP Principal Planner County of Albemarle Department of Community Development Phone: (434)296-5832 Ext 3004 Attachments: Site Plan Change and request letter Application for Letter of Revision Leger of Revision = $148 Final Site Plan Name and slumber. SDP -2016-00006 Contact (who should are contact about this project) BILL LEDBETTER - ROUDABUSH, GALE & ASSOC. Street Addresses 814 MONTICELLO ROAD �;ty CHARLOTTESVILLE state VA Zip Code 2290 Phone Nwnber 434-977-0205 Email bledbetter@roudabush.com Owner of Record EAST VILLAGE LLC Street Address 1005 HEATHERCROFT CR STE 400 CItgCROZET ___ __ __State VA Zip Code 22932 Phone Number Email Applicant MARCH MOUNTAIN PROPERTIES LLC StreetAddrass 1005 HEATHERCROFT CIRCLE, SUITE 400 CEy CROZET State VA Zip Code22932 Phone Number 702-985-9088 email DAVE92LDTRAIL,COM SUBMrff UERE ENTS: W 7'be appropriate t$e, ® The site plan number that the cltsnge applies to, W A request letter describing the proposed changes from the owner or authorized agent, 0 4 copies of the plan that shows the proposed changes, Changrs trust bo shown on the sheet or sheets from the aDaroved fmal site t►1an, or on an l rxl r copy of that portion of the aunroved final site DIM. O rnerlAppHcant Must Read and Sign I hereby certify tit the information pro` mW on this application and acminpaoying information is aemrate, true and correct to the best of my 1Qrow1wIF belief. __..__.._._.. ---- ._ - QnAre 8f r,ent Data Print Name Daytime phone number of Signatory FOR OFFICE USE ONLY LORN p FeeA�nwmt $ Date Paid �p1 y who? � Rec®ipi # ----- Lldi I � " BY County of Albemarle Department of Community Development 401 Mclniire Road Charlot0m ville, VA 22902 Voice: (434) 296-5832 Fax. (434) 972-4125 REVISED 11/0212015 Page I of 1 ip�i LAND SURVEYING ENGINEERING LAND PLANNING WILLIAM J. LEDBETTER, L.S. JIM L. TAGGART, P.E. DAVID M. ROBINSON, P.E. AMMY M. GEORGE, L.A. July 19, 2017 ROUDABUSH, GALE & ASSOCIATES, INC. A PROFESSIONAL CORPORATION Serving Virginia Since 1956 914 MONTICELLO ROAD CHARLOTTESVILLE, VIRGINIA 22902 Mr. JT Newberry, Senior Planner Albemarle County Community Development 401 McIntire Road Charlottesville, VA 22902 PHONE (434) 977-0205 FAX (434) 296.5220 iNFORROUDABUSH.COM BRIAN D. JAMISON, L.S. DAVIS AJORDAN, L.S. KRISTOPHER C. WINTERS, L.S. RE: Letter of Revision Request for SDP 2016-00006 Old Trail Village Blocks 10,16,17, 18 & 30 Final Site Plan Dear Mr. Newberry, I am writing to request a Letter of Revision of the Old Trail Village Blocks 10, 16, 17, 18 & 30 Final Site Plan, SDP2016-00006. The proposed revision to the approved plans affects Block 18. The previous house type for all of Block 18 was duplexes, all single family attached units. In a bid to offer several home types at various price points, we have changed the product on several lots within Block 18. On the Lots 27-30, we have changed the house type to a duplex and a triplex, all single family attached units. With these new house types, we were able to get an extra lot; so what was previously four lots is now five lots. All lots still meet the minimum area requirement. This revision will not entail any modifications to the existing utilities. However, one additional water meter and one additional sanitary lateral will be needed. We are currently working with ACSA for their approval. This revision will require a boundary line adjustment, which will be submitted separately. The proposed revision detailed above is minimal in nature and I believe that it meets the intent of ZO 32.3.3.b.2 in that the revisions (i) adhere to the standards and requirements of the Zoning Ordinance and ZMA, (ii) comply substantially to the approved plans (iii) will have no adverse impact on adjacent lands or public facilities. 4S' ce;Gefe O:1RGA\TMPR0J\OLD TRAIL-8053\BLOCK 10& 161L0R #110N Block 18 LOR Noi.dwg, 7/19120178:03:09 !�1 U w2 2� $� 9a" �0 0 �w ;!00Wo V1 � a2 �� �� �J 2 O ww �ykW 48 J2 ¢N r� W 0� ov V �� w� � LL z W 0 Lu o � W aw aN w �/W�= W REVISIONS DATE JULY 19, 2017 SCALE AS SHOWN CONTOUR INTERVAL 50 N/A (W� �cox y� V W 0 Z s T Z W W 2 i>r> CD W i Ir J 0 CT LL0 oYW 4. ALL ®��a ® o J W FILE NUMBER 8053 SHEET 1 OF 5 I \ OLD TRAI L VI LLAG E BLOCKS 1 O, 16,17,18 & 30 LETTER OF REVISION #1 FINAL SITE PLAN #SDP -201600006 - ROUDABUSH GALE & ASSOC. ENGINEERING PLANS LAST DATED JULY 15, 2016 SITE DATA OWNER / DEVELOPER: MARCH MOUNTAIN PROPERTIES LLC O�DTTRAIL �ILLAGEOCKMAN SHEET INDEX 1005 HEATHERCROFT CIRCLE, SUITE 400 CROZET VA, 22932 CELL: (702)-985-9088 PLAN PREPARER: ROUDABUSH, GALE, 6 ASSOCIATES tlave@oldtrailvillage.com SHEET 1 ----------COVER SHEET s94 MDNTrcE�Lo ROAD SHEET 2 ---------- OVERALL PLAN CHARLOTTESVILLE, VA. 22902 (434) -977-0205 ' SHEET 3 ---------- SITE LAYOUT PLAN TAX MAP PARCEL No: A PORTION OF 055E0-O1-00-000AS � SHEET 4 --------- UTILITY PLAN I SHEET 5 ---------TYPICAL SECTIONS, NOTES &DETAILS ZONING: NEIGHBORHOOD MODEL DISTRICT IN ACCORDANCE WITH PROFFERS OF ZMA-2015-00001 APPROVED ON FEBRUARY 10, 2016 X13 USE: BLOCK 10: -> 25 SINGLE FAMILY ATTACHED UNITS BLOCK 16: 7 SINGLE FAMILY ATTACHED UNITS 24 SINGLE FAMILY DETACHED UNITS BLOCK 97: y BLOCK 18: 21 SINGLE FAMILY ATTACHED UNITS 14 SINGLE FAMILY DETACHED UNITS PARKING REQUIRED: 2 SPACES FOR EVERY SINGLE FAMILY DETACHED DWELLING = 2 x 38 = 76 SPACES 2 SPACES FOR EVERY SINGLE FAMILY ATTACHED DWELLING, PLUS ONE (9) GUEST SPACE PER FOUR (4) UNITS SHALL BE PROVIDED = (2 x 67)+(0.25 x 67)= ]50.75 SPACES TOTAL SPACES REQUIRED = 76 + 151 = 227 SPACES PARKING PROVIDED: 203 SURFACE SPACES + 203 GARAGE SPACES = 406 SPACES PROVIDED $� ADDITIONAL PARKING AVAILABLE ON THE PUBLIC ROADS = APPROX. SB! SPACES STORMWATER MANAGEMENT: AS DEFINED BY THE OVERALL STORMWATER MASTER PLAN WATERSHED: LICKINGHOLE CREEK TOPOGRAPHY: LOUISA AERIAL SURVEYS, AUGUST 2012. BLOCK 13B ROAD 6 UTILITY ASBUILTS 11/24/2015. BLOCK 14 ROAD 6 UTILITY ASBUILTS 04/24/2015. TOPOGRAPHY FIELD SURVEY 03/03/2015. DATUM: VERTICAL - NAVD 88, HORIZONTAL - NAD B3 - Q ���• CRITICAL SLOPES: NO CRITICAL SLOPES EXIST WITHIN THE PROJECT LIMITS. FLOODPLAIN: THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN. LIMITS AS SHOWN ON FLOOD INSURANCE RATE MAP. n COMMUNITY PANEL NUMBER 510006 0237 D. EFFECTIVE DATE: FEBRUARY 4. 2005 Z LANDSCAPING: SEE LANDSCAPING PLAN FOR PLANTINGS, SCHEDULE AND SPECIFICATIONS, NOTES AND DETAILS � d LIGHTING: 1. ALL PROPOSED LIGHTING WILL NOT EXCEED 3,000 LUMENS. � 2. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL j BEA FULL CUTOFF LUMANAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND FROM ADJACENT ROADS. O Rte 2. 3. ALL OUTDOOR LIGHTING SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING Z ~ ' RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. O�7 NO EVIDENCE OFA BURIAL SITE WAS FOUND ON THIS PORTION OF PARCEL Al. THE STREAM BUFFER (S) SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE. THIS SITE IS NOT LOCATED WITHIN AN AGRICULTURAL -FORESTAL DISTRICT. THIS SITE IS LOCATED WITHIN THE WATERSHED OF A PUBLIC WATER SUPPLY RESERVOIR. VICINITY MAP SCALE: 1'=1000 FEET LEGEND GENERAL CONSTRUCTION NOTES Exlsrwc wrERMEDIATE coNrouR 3z PROPOSED TREE 7. PRIOR 70 ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION EXISTING INDEX CONTOUR - — — — — — — 3p EXISTING WATERLINE TO ANY EXISTING ROAD. A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF PROPOSED CONTOUR 20 PROPOSED WATERLINE W/ TEE W TRA NSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENT OF THE PERMIT SHALL GOVERN. EX EP VDOT MUST BE CONTACTED AT LEAST 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. EXISTING EDGE OF PAVEMENT - - EXISTING FIRE HYDRANT Y 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND PROPOSED EDGE OF PAVEMENT EP PROPOSED FIRE HYDRANT STANDARDS OF VEST UNLESS OTHERWISE NOTED. CBR's SHALL BE SUBMITTED TO VDOT FOR REVIEW 6 EX. C&G APPROVAL. EXISTING CURB AND GUTTER EXISTING WATER VALVE 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIAND DED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR PROPOSED CURB AND GUTTER CG -6 PROPOSED WATER VALVE —� W OTHER CONSTRUCTION. CG -B ROLL-TOP 5. THE MAXOIMUMAADLLOWABLEBSDLOPEEIS 2R1 (HORIZONTAL IVERTICALDEDWHERE REASONABLY OBTAINABLE, TRANSITION FROM CG -6 ROLL-TOP � PROPOSED WATER METER O CWILLIAM�J. Ex. 15" RCP EXISTINGf2EDUCERLESSER SLOPES DF 3:1OR BETTERARET0BEACHIEVED. EXISTINGSTORMSEWER�6.PAVED.RIP-PAP ORSTABILIZATION MATLINEDDITCHMAY BEREQUIREDWHENIN THEOPINION OFt5"RCPPROPOSEDREDUCERWCOUNTY ENGINEER, DR DESIGNEEIT IG DEEMED NECESSARY IN ORDER TO STABILIZE ADRAINAGE PROPOSEDSTORMSEWERCHANNEL.HANDICAPRAMP(CG-12) 7. TRAFFIC CONTROLSIGNSSHALLCONFORM TOTHEVIRGINIA MANUALFORUNIFORMTRAFFICCONTROL EXISTINGSANITARY SEWER-�oervores Locnnory oP sroworDEVICES. cc-tz nrvo�oazuaisoicn6rvnL ER 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPES SHALL DE REINFORCED CONCRETE PIPE -CLASS III. PROPOSED SANITARY SEWER �t � — srnrvonRo AMP corvsreucriory Lia No. tsol-a HPDE PIPES MAY BE INSTALLED IN LIEU OF CLASS III RCP, AND SHALL CONFORM TO AASHTO M294. PARKING INDICATOR 12 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR PROPERTY LINE -- irvoicnres rive Nun+fieP or irplcnL Pnerciec sPnces � e CONSTRUCTION INDUSTRY (29 CFR PART 19261. EASEMENT LINE BENCHMARK � �No suev Edo 10. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL DE ELIMINATED. CENTERLINE CRITICAL SLOPE LIMITS OF CLEARING AND/OR GRADING SLOPES ro ae seeoeo, MULCHED � rnckeo EXISTING SPOT ELEVATION +12.0 APPROVALS DATE PROPOSED SPOT ELEVATION VEHICLES PER DAY COUNT +12.0 LIMITS: OF DEMOLITION XXXXXXXX - PROPOSED STREET NAME SIGN + DEPARTMENTOFCOMMUNITYDEVELOPMENT EXISTING FLOODPLAIN-�-�-�-�-�-r EXISTING SIGN -v- PLANNING/ZONING STREAM BUFFER • � � � � � PROPOSED SIGN -� ENGINEERING EXISTING TREE DRIP LINE ��� SANITARY MANHOLE IDENTIFIER O FIRE RESCUE EXISTING TREE STORM DRAIN STRUCTURE IDENTIFIER 12 ALBEMARLE COUNTY SERVICE AUTHORITY VA DEPARTMENT OF TRANSPORTATION AM, AGeorge 1 11 FlLE NUMBER 8053 SHEET 2 of 5 O:IRGAITMPROJ\OLD T11AIL-8053\BLOCK 10 & 16\LOR #1 IOW Block 18 LOR Noi.dwg, 7/19/2017 8:03:15 AM, AGeorge U co n U07 wZ 2 �� g CD Dy �a ¢7 Z 2 W 25 AREA SUMMARIES: BLOCK 10: BLOCK 16: BLOCK 17.' ZUNW� Q UQ kW . • ccQ� W SCALE 1" = 100' 100 50 0 100 200 O� D Q cc LOTS 1.371 Ac. LOTS 3.480 Ac. Lors 1.511 Ac. Liz LZ W LU O O� 2UI 0 .. ` . L CREEK O/ W% 0 W OPEN SPACE 0.000 Ac. POCKET PARK 0.664 Ac. REVISIONS =DATE ��� `"" I""T =_,SCALE CONTOUR INTERVAL FOOT OPEN SPACE 0.259 Ac. W rW� SQQ.J _-.� = Z 5 ZJ10 O Z gJr PUBLIC R -O -W 0.831 Ac. PUBLIC R -O -W 2.116 Ac. PUBLIC R -O -W 0.429 Ac. Q cc <LU � U l / . - • O rrO/^� LCLM VJ W m 2 m � � PRIVATE R -O -W 0.233 Ac. PRIVATE R -O -W 0.294 Ac. PRIVATE R -O -W 0.276 Ac. M _ -- -- Op ¢m TOTAL AREA 2.434 Ac. TOTAL AREA 6.554 Ac. TOTAL AREA 2.475 Ac.�A Q�PyTH OJ °� 3'i+ �y � � �� �N BLOCK 18: BLOCK 30 _ ' / fOry �°'+ P ®V 3 U 9 WILLIAM J. LEDBETTER m o --� P/ LOTS 2.381 Ac. LOTS 2.882 Ac. 8 9 10 PHASE 1 Lic. No. 1507-B J�O/ 7 POCKET PARK 0.153 Ac. OPEN SPACE 0.255 Ac. 6 11 �O 12 "tio SURVEI')- PUBLIC R -O -W 0.445 Ac. PUBLIC R -O -W 0.589 Ac. -t PRIVATE R -O -W 0.383 Ac. PRIVATE R -O -W 0.000 Ac. 6 S 18 / TF%, qPOgS TOTAL AREA 3.362 Ac. TOTAL AREA 3.727 Ac. OJ) LOT AREAS: MINIMUM LOT SIZE FOR SINGLE FAMILY DETACHED IS 4,500 S.F. MINIMUM LOT SIZE FOR SINGLE FAMILY ATTACHED IS 1,000 S.F. (BLOCKS 16, (BLOCKS 10, 17 6 16) 16, 17 6 18) OCG 14 ) P O H A G+E.f PHASE L � LOT SIZE FOR SINGLE FAMILY DETACHED IS 8,000 S.F. 30) 8 IL _ MINIMUM (BLOCK I ®�• a PHASE BLOCK 10: BLOCK 16: BLOCK 17: 1� LOT SQUARE FOOTAGE LOT SQUARE FOOTAGE LOT SQUARE FOOTAGE 2 1 2733 1 6511 1 5837�- _ PHASE 3 2 1525 3 2069 2 5761 3 5761 2 3 4693 4699 Q " 4 2196 5 1821 4 5761 5 5751 4 5 4699 4699 " GOP�JE Z W pv 6 2197 6 5757 6 4699 18 ; � 7 2073 7 5757 7 5790 - 5 i I` O 8 1541 8 6212 B 4591 ." 9 3254 9 4763 9 4096 10 5196 11 1980 10 4595 11 5293 10 11 4096` 4096 1 12 1980 12 4595 12 4096 13 1890 13 5293 13 4096 14 2430 14 4595 14 5654 - 2 rn 15 1980 15 5293 i ` A 15 24 , 16 1980 17 2890 16 4595 17 5271 18 2430 18 5516 19 1980 19 4716 20 1980 21 1890 20 5378 21 4696 4 13 ( 27 ¢I 22 2430 22 3813 � C1I 23 1980 23 3238 1. 6 24 1980 25 6315 24 3238\ 25 3813 ` 12 V� I / / 0 26 3838 \ o � �� 29 CD ''0 -- - - 27 27 3238 28 3813 3 6 ----------- s ' 29 4696 30 30 5400 31 4646 ® p 91 9 g � � BLOCK 18: BLOCK 30: / LOT SQUARE FOOTAGE LOT SQUARE FOOTAGE _O UPLAND DRIVE 15 5228 1 10167 T 3p VPD \ 16 4346 2 8564 17 4165 18 4164 3 9901 0 19 4505 4 9721 5 10216 / 260 y 4 8 6 2 `, 1 2 (� 20 5800 21 4330 22 5199 6 10758 7 8881\IXISTINp 8 8001 ��G�� g`(VVARD PO ND 140VFU 23 4403 9 8011 �09 24 4899 25 6539 10 8802 11 8000 / I 12 8004 11 12 113 14 I / 27 5213 13 8029 'I / 28 8069 29 8069 14 9295 30A 345620 30B 5663 ... " \ v 1632 \ - �\ \ 16- - _ 21 _-- - - --_- 33 470 0 34 5898 l \ � LANE � W .o \��-- p Rp +�W ,�rNoaW 9 AFFORDABLE UNITS: 16 AFFORDABLE UNITS PROVIDED \ 22 1\ N( \ W CA. y 4 AFFORDABLE UNITS IN BLOCK 10: 6 AFFORDABLE ACCESSORY UNITS LOTS 13, 17. 21 6 25 IN BLOCK 16: LOTS 2, 4, 7, 9, 16 6 21 \ c. 2 \ \ _moi-� _ _ - p ii � :- .\ - -84 23 13 W •�• 4 AFFORDABLE ACCESSORY UNITS IN BLOCK 17: LOTS 7, B, 9 6 14 \ ��� ����.--�`� _ �1 -82 •-•-•-•-•_•_•� •�•' 2 AFFORDABLE ACCESSORY UNITS IN BLOCK 1B: LOTS 19 6 22 \ ! `\ ' /i./� POCKET PARK- - - - •-•-•-•/•- OCA TRAY •- PRl DEVELOPMENT CHART RESIDENTIAL UNITS (1) 25 NQ �9i •-•-•-•-•- •-•-•p1A►N •- AIL MARKET RATE UNITS AFFORDABLE UNITS TOTAL AFFORDABLE UNITS / i - / •-• AREA NON-RESIDENTIAL AREA S.F. S.F. TOWN CONDO/ GROSS ° / 808 80A 29 ,28 27 - - �/ j •,p0 YRPLOOD BLOCK (AC) RESIDENTW AREA (SQ. FT) (SQ. DETACHED ATTACHE HOUSE APARTMENT TOTAL UNITS LDENSITY TOTAL# MARKET % OF TOTAL REQUIRED AFFORDABL FOR FOR RENT ACCESSORY TOTAL h OF APARTMENT NUMBER TOTAL BANKED TOTAL COMPLETE •-. - �+ y� • PHASE 3 • FT. UNITS D UNITS UNITS UNITS- UNITS SALE UNITS ._ v (DU/AC) RATE UNITS E S OF UNITS UNITS D UNITS o I - 410 VPD o -" /- �• 1A 2.17 24,231 10,855 0 0 0 38 38 17.5 31 82% 6 0 7 0 7 18% 1 7 // ,�. _-"� ... 1B & 3C 2.74 28,731 14,500 0 0 19 30 49 17.9 39 80% 7 0 B 0 S 16% 1 0 2 4.9 46,029 0 0 0 0 0 0 0.0 0 0% 0 0 0 0 0 0% 0 0 3A 2,500 0 0 0 0 0 0 0 0% 0 0 0 0 0 0% 0 0 % Z. 3B 6.8 0 0 0 0 25 0 25 4.1 19 76% 4 6 0 0 6 24% 2 6 . -" li 1 • 3D 0 0 3 0 0 0 3 3 100% 0 0 0 0 0 0% (0) .. 0 4 3.1 4,500 4,500 0 10 18 8 36 11.7 28 78% 5 8 0 0 8 22% 3 B `. iC wi&0 F ER J 1 12115131A 5.1 0 0 30 7 12 9 58 11.4 43 74% 9 6 0 9 15 26% 6 , -.- ` 0•-•-•-•-•� •,•-•-•�• Qj 10/16117/18/30 18.33 0 0 38 42 25 0 105 5.7 21 20% 16 0 0 16 16 15% 0 0 ` !'.. / �s�-•-S•-•=•��,•-�,�--'--_-_, ,` 11 13 2.7 3.7 0 0 4 31000 0 29 11 0 17 0 32 0 0 29 11.7 7.9 27 29 84% 100% 5 4 5 0 0 0 5 16% 0 0 0 0% 0 (4) 3 v , 0 0 ---____--_ :• 7 / .' •/ 14 4.4 0 0 20 0 0 0 20 -7--o 4.5 20 100% 3 0 0 0 0 0% (3) 0 • 20/21 5.4 360 0 0 0 0 0.0 0 0% 0 0 0 0 1 0 0% 0 0 23 3.4 0 0 0 13 0 0 13 3.8 13 100% 2 0 0 0 1 0 0% (2) 0_•-•-•-•- - - - - -•_ •� •-•-•-•-•-•-•/ 27 3.16 0 0 9 0 18 8 33 10.4 25 76% 5 0 0 8 8 24°k 3 0 •_•_•-•-•-• / 28/29B135A 7.9 0 0 32 0 0 0 32 4.1 32 100% 5 0 0 0 0 0% (5) 0 •�•� 29A 1,7 0 0 8 0 0 0 6 3.5 6 100% 1 0 0 0 0 0% (1) 0 35 1.9 0 0 7 0 0 0 7 3.7 7 100% 1 0 0 0 0 0% (1) 0 �• I TOTAL 62.8 109,351 29,855 178 83 132 93 486 7.7 343 71% 73 1 25 15 33 73 1 15% 10 24 p\l� •� % OF TOTAL AFFORDABLE UNITS 34.2% 20.5% 45.2% T BANBEE 0 UNITS D�Pv •�•/ •-•_•-• Note: Block Total quanity of accessory units might change with addition of other types of affordable units on future phases. ,.(�yQ1.�.0'•/• • 1 :�•' • i 1 11 FlLE NUMBER 8053 SHEET 2 of 5 O:IRGAITMPROJ\OLD T11AIL-8053\BLOCK 10 & 16\LOR #1 IOW Block 18 LOR Noi.dwg, 7/19/2017 8:03:15 AM, AGeorge U co n U07 wZ 2 �� g CD Dy �a ¢7 Z 2 W 25 2 OU >pLL WWz aZCC ZUNW� Q UQ kW 01 ccQ� 2U v O� D Q cc CO 0 cc 'Tr LL Z O 1�1 U) LU ' L ? W a Liz LZ W LU O O� 2UI 0 N Q wW O/ W% 0 W REVISIONS =DATE =_,SCALE CONTOUR INTERVAL FOOT rW� SQQ.J __cox W �F Z 5 ZJ10 O Z gJr -T -M a>rj Q:\RGA\TMPROJ\OLDTRAlL-B053\BLOCK 10& 1MLOR #1\OW Block 18 LOR Noi.dwg, 7/19120178:03:26 AM, AGeorge FILE NUMBER 8053 SHEET 40F5 Q:\RGA\TMPROJ\OLDTRAlL-B053\BLOCK 10& 1MLOR #1\OTV Block 18 LOR Noi.dwg, 7/19/2017 8:03:31 AM, AGeorge U y cc U WO ZO -� H LINE SHEET 13 SCALE r = 30 OU >pLL a Z rr/w� 4\ s Q MATC eo 15 a 30 cU i 2U � OPEN SP - - °� D Q EX POND i SCALE IN FEET 0 IPL "� - � �• " ' ' • $ _-- _ _ _ Lu S W 02 aN Z �� Q WW m 20 L'CH OF •.� =DATE 19 CONTOURINTERVAL N/A U 9 JN A\ 18 1 ") 3� yy�L g WILLIAM J. LEDBETTER o 1 X DRAINAGE \ '\ \ \ \ 1 16 • I a�( w r '� 11 7 Lia No. 1507-B \\ r ESM'T. '.. \ I ARV y/ 111 IJP r -j W SAMUEL OR SUSAN B. CRAIG JR BROWN TMP 55E-01-14-16 USE. RESIDENTIAL \\ 40 \ 30 g 21 ZONINGNMD 128 , w TE: A WEST OF RELDING ARE CURRENTLY EXIS77NG BLOCK 15 PLANS. RUN DRIVE U77LI77ES FROM PLUGR L -- ROBIN T. GARROD, EX. DRAINAGE ESM'L�`/ �,�I R LOCATE + I� • Rid—ATE tn�— 1 & JOANN M. MCDERMID OB 4705 PG 656 .N ECH M TMP 55E-07-14-16 USE. TIAL / 38 BR UNE / BEHIND / / M 22 1 ZONINGRESIDENIffif , �p CURB = __ - y \ 90 - 90 HB CEJ � - �, e LUG � 12 ,• \ \ —_ G _ – EX WATER W (STALL REDUC I _ ' 'ACR G y 11.25' HE 11.25E i — 2A I �\ 23 p vPRiw 34 _ _ —� EX GG--_ _ I i 26 £ �N P,1 , .� 2 Y ----- 33 32 ,0 PRIv. 10' PRIV. 31 SAN. ESM'T +off m USACE JURISDICTIONAL WETLANDS VI7 //7 0 /1 10' PRIv. SAN SM'T I SAN. ESM'T. PRIV o 8 EX D AINAGE ESMY J \� - DB 4705 PG 656 ` \ Z z % 24 BLOCK 15 \ o \\ Y _—� 3 \ 22 / A 8x8 TEE 1261 .H. ASSEMBLY \ 102wID. DRAINAGE _ A \ 9 LOT 8 LOT \ • _VAR. _ \ \ - — \ LCT \ 7 \ MATCH EXIST CURB &GUTT ER. \ \� $ / -- - PRI RYA J \ \ �' i - \ ° 1 RFF,�� r q \ \\ \ �•�• - • LOT 6 �,,, _ 53 Vi[ -2 J 118 4 0 ` 1 01 —� SAN. IdTr EX. — LAT EX LA V LAT. 120 ` Vll– \ EX 1 LAPROP. T. T. LA 135 55 \ �sAN SEw. 'ZQ -- - \ �•\ \ 136 DRAIN GE. ESM'T BIO �\ - / EX. 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III Lu LL W N� °� FU—y 2¢ Lu S W 02 aN Z �� Q WW O W REVISIONS =DATE =SCA CONTOURINTERVAL N/A ") �W yy�L g IDzg J Z Jr° Z P a�( w } J 7 frU r W y/ 111 IJP r -j W FILE NUMBER 8053 SHEET 40F5 Q:\RGA\TMPROJ\OLDTRAlL-B053\BLOCK 10& 1MLOR #1\OTV Block 18 LOR Noi.dwg, 7/19/2017 8:03:31 AM, AGeorge EXISTING OR PROPOSED SIDEWALK OR SIDEWALK SPACE NORMAL GUTTER EXPANSION JOINT C g, W EXPANSION JOINT u SEWER SERVICE LATERAL CONNECTION NOTES: _ F 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE ® PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS ENTI- RMICE -I ooNiY oY�oP INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE CURB INCLUDED IN yy LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE g ¢ o TOP (.CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED UNPAVED SPACE w TO THE MANHOLE. El FIRE W LINE 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL I TH BE CONNECTED USING A PIPE SADDLE. �(o W ENTRANCE 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% W (1!4" PER FOOT ) �1 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER DIAMETER 2• MIN AS OF 4". b III_ 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVE72% LIMITS OF PED. CCESS ROUTEIE OF 3 FEET, 0 ® LT ATED J �pWz 4 z FINISHED GROUND r u- MARKER 0 Cc P 0 PLUG END OF VJ MAIN LINE SERVICE LATERAL m N ION 45 '0'0" 7LINEWYE-TEE F CAST IRON UD LAN IES U e SEWER SERVICE LATERAL CONNECTION N.T.S. VALVE FIG. S-2 TD -27 EXISTING OR PROPOSED SIDEWALK OR SIDEWALK SPACE NORMAL GUTTER EXPANSION JOINT C g, W EXPANSION JOINT u )' COMPRESSION z 3/9' MALE PIPE COUPLING _ F OR APPROVED EQUAL ® PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS G, ENTI- RMICE -I ooNiY oY�oP TYPE 'R'— CURB INCLUDED IN yy SOFT g ¢ o FOR USE SINGLE FAMILY UNPAVED SPACE w RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AL SERVICES El FIRE W LINE AND IRRIGATION SERVICES. JFI�ING� I TH V �(o W ENTRANCE W NOTNO AS DUAL SERVICE b III_ V COMPRESSION x 3/4' MALE PIPE COUPLING LIMITS OF PED. CCESS ROUTEIE OR APPROVED EQUAL 0 ® V TYPE 'K' SOP COPPER J �pWz O z FORUSE ON DETACHED SINGLE FAMILY r u- RE SIOENTIAL SERVICE WHERE AN IRRIGATION 0 Cc METER IS NOT PROVIDED. 0 1' VJ SINGLE SERVICE m N NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE F CAST IRON UD FINISHED GRADE U LOC KWINOMETER BALL80% VALVE UNLET & OUTLET) 36' MINCOPPERSETTFR q 1/A BEND COUPLINGT DF REOUIREDI \1 p METER CK AS NECESSARY CORPORATION STOP TYPICAL SERVICE LATERAL INSTALLATION NTS FIG. W-6 TD -9 EXISTING OR PROPOSED SIDEWALK OR SIDEWALK SPACE NORMAL GUTTER EXPANSION JOINT C g, W EXPANSION JOINT LE MINIMUM 16' N. -EXPANSION JOINT ENTRANCE WIDTH DESIRABSOLUTE MINIMUM 12' ECCE OF PAVEMENT ^ HALF PL M ADDS. BASE TYPE 2 SIZE 21B FOR CURB AID GUTTER ONLY F9 u EXIS➢!1G OR PROPOSED VDOT RI T -OF WAY. _ F J ® PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS G, ENTI- RMICE -I ooNiY oY�oP u CURB INCLUDED IN yy ENTRANCE CUTTER g ¢ o w UNPAVED SPACE w UNPAVED SPACE El FIRE W LINE LE MINIMUM 16' N. -EXPANSION JOINT ENTRANCE WIDTH DESIRABSOLUTE MINIMUM 12' ECCE OF PAVEMENT ^ HALF PL M ADDS. BASE TYPE 2 SIZE 21B FOR CURB AID GUTTER ONLY F9 PEDESTRIAN ACCESS ROUTE DETAIL WITH & WITHOUT UNPAVED SPACE ADDITIONAL RIGHT-OF-WAY IS RE IRED IF THE LIMITS OF PEDESTRIAN ACCESS ROUTE EXTEND BEYOND D„ {.�.{ EXIS➢!1G OR PROPOSED VDOT RI T -OF WAY. CG -9B J ® PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS ENTI- RMICE -I ooNiY oY�oP LIMIT, OF PED s LIMITS OF PED ACCE'S5 ROUTE ® o ACCESS ROUTF UNPAVED SPACE NON -T ABLE -' UNPAVED SPACE El FIRE I TH V �(o W ENTRANCE W WLg7-oaz AS LIMITS OF PED. b III_ LIMITS OF PED. CCESS ROUTEIE NON-TRAVERSABLE-� 0 ® ACCESS ROUTE PEDESTRIAN ACCESS ROUTE DETAIL WITH & WITHOUT UNPAVED SPACE ADDITIONAL RIGHT-OF-WAY IS RE IRED IF THE LIMITS OF PEDESTRIAN ACCESS ROUTE EXTEND BEYOND D„ {.�.{ EXIS➢!1G OR PROPOSED VDOT RI T -OF WAY. J ® PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SLIPRESISTANT PATH �"ONNECTING ALL ACCESSIBLE ELEMENTS OF A ooNiY oY�oP o.oYo. o FACILITY THAT CAN BE APPROACHED. ENTERED AND USED 13Y PEDESTRIANS IF ACCESS ROUTE IS ADJACENT TO BACK OF CURB, MINIMUM WIDTH SHOULD BE 6. SECTION F -F IF DM5RAR�ME BEING H D PROVIDED,PEDESTRIAN AINIIMUM4' TVESLEE WIDTH 15 RECURRED WITH A MAX. 2X CROSS SLOPE. o. WHEN USED IN CONJUNCTION WITH STAND. CG -3 OR CG -0, THE CURB FACE ON THIS STANDARD 6 TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB CONFIGURATION. bo bYooY o:S - t * O% TO 10% CHANGE A3 (N.£.S.) CONIC. & POINT OF GRADE CHANGE x x 12 X MAXIMUM INCREASE IN SLOPE AT x x x 3 X MAXIMUM DECREASE IN SLOPE FOR FIRST 10' INTERVAL AN SECTION C -C 8 % MAXIMUM DECREASE FOR SUCCEEDING MINIMUM TO INTERVAL'S SECTION D -D SPECIFICATION VDOT REFERENCE STANDARD ENTRANCE GUTTER ROAD AND BRIDGE STANDARDS 502 REVISION DATE SHEET 1 OF i VIRGINIA DEPARTMENT OF TRANSPORTATION 07/15 203.02 RIVANNA WATER & SEWER AUTHORITY (RWSA) GENERAL WATER & SANITARY SEWER NOTES LAST REVISED: APRIL 2016 1.ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL COMPLY WITH THE LATEST VERSION OF THE GENERAL WATER AND SEWER DESIGN AND CONSTRUCTION STANDARDS - VERSION 1.0, ADOPTED IN DECEMBER 2015, EXCEPT AS MODIFIED BELOW OR MODIFIED IN SPECIAL NOTES. 2.RWSA SHALL APPROVE ALL CONSTRUCTION MATERIALS AND METHODS OF CONSTRUCTION. A PRECONSTRUCTION CONFERENCE SHALL BE HELD WITH RWSA PRIOR TO THE START OF ANY WORK. 3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 4.RWSA ENGINEER (VICTORIA FORT AT (434) 977-2970 EXT. 205) SHALL BE NOTIFIED THREE BUSINESS DAYS PRIOR TO THE START OF CONSTRUCTION. 5.ALL WORK IS SUBJECT TO INSPECTION BY RWSA STAFF. NO TIE-INS TO THE EXISTING SYSTEM SHALL BE MADE WITHOUT COORDINATION WITH AND THE PRESENCE OF RWSA STAFF. NO WORK SHALL BE CONDUCTED ON RWSA FACILITIES ON WEEKENDS OR HOLIDAYS WITHOUT SPECIAL WRITTEN PERMISSION FROM RWSA. 6.FOR SANITARY SEWER LINE CONSTRUCTION: RWSA MAY REQUIRE BYPASS PUMPING FOR TIE-INS TO THE EXISTING SYSTEM. ALL DOGHOUSE MANHOLES MUST BE PRESSURE -TESTED BEFORE A CONNECTION IS MADE TO THE SYSTEM. 7.THE LOCATION OF EXISTING UTILITIES AS SHOWN ON THE PLANS IS FROM DATA AVAILABLE AT THE TIME OF DESIGN AND IS NOT NECESSARILY COMPLETE OR ACCURATE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF THE LOCATION, SIZE AND DEPTH OF ALL EXISTING UTILITIES, BOTH SURFACE AND SUBSURFACE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS. THE CONTRACTOR SHALL USE DUE DILIGENCE TO PROTECT ALL UTILITIES AND STRUCTURES FROM DAMAGE AT ALL TIMES, WHETHER SHOWN ON THE PLANS OR NOT. DAMAGE TO ANY EXISTING UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. B.EROSION AND SEDIMENT CONTROL FACILITIES SHALL NOT BE PERMITTED IN THE RWSA EASEMENT WITHOUT SPECIAL WRITTEN PERMISSION FROM RWSA. NO GRADING SHALL BE PERMITTED IN THE RWSA EASEMENT UNLESS PERMITTED OTHERWISE BY RWSA IN WRITING. 9.NO BLASTING SHALL BE PERMITTED WITHIN 100 FEET OF RWSA FACILITIES WITHOUT WRITTEN PERMISSION AND RWSA APPROVAL OF THE BLASTING PLAN. GROUND MONITORING DURING BLASTING AND A PRE -BLAST SURVEY MAY BE REQUIRED. FOR BLASTING WITHIN 100 FEET OF ANY OPERATIVE RWSA SEWERLINES, BYPASS PUMPING AND/OR PRE- AND POST -CCN MAY BE REQUIRED. RWSA MAY ALSO REQUIRE CERTIFICATION FROM A LICENSED PROFESSIONAL ENGINEER STATING THAT THE PROPOSED BLASTING WILL NOT DAMAGE ANY RWSA FACILITIES. DAMAGE TO ANY UTILITIES DUE TO BLASTING SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. 10. THE CONTRACTOR SHALL OBSERVE MINIMUM SEPARATION REQUIREMENTS FOR UTILITY CROSSINGS. WHEN A CROSSING IS MADE UNDER AN EXISTING FACILITY, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE EXISTING PIPE. THE AREA OF THE CROSSING SHALL BE BACKFILLED WITH COMPACTED 57 STONE TO THE SPRINGLINE OF THE EXISTING PIPE. 11. NEW WATER MAIN INSTALLATIONS SHALL BE PRESSURE TESTED, CHLORINATED, FLUSHED AND HAVE WATER SAMPLES APPROVED PRIOR TO MAKING ANY PERMANENT CONNECTION TO THE PUBLIC WATER SYSTEM. APPROVED METHODS OF FILLING AND FLUSHING NEW WATER MAINS WILL BE REQUIRED TO PREVENT ANY CONTAMINATION OF THE PUBLIC WATER SYSTEM. 12. ALL EASEMENTS FOR NEW RWSA FACILITIES SHALL BE RECORDED PRIOR TO PLACING THE NEW FACILITIES INTO SERVICE. 13. NO PERMANENT STRUCTURAL FACILITIES WILL BE PERMITTED IN THE RWSA EASEMENT. THIS INCLUDES BUILDING OVERHANGS, RETAINING WALLS, FOOTERS FOR ANY STRUCTURE, DRAINAGE STRUCTURES, ETC. 14. TREES ARE NOT PERMITTED IN THE RWSA EASEMENT. �.M�p,1ATH OF Gf��2 0 U 9 WILLIAM J. LEDBETTER Lic. N.. 1507-B rF suOE�� U wLu 2� $ Q.Q F3 ¢��A O Cc 111 IIE A Q2 0V WO Vi J a2 Jz O CC� rJ 2 0 wi �y Q UQ rw EC 120 (.=iICU ¢xx O Q) Lu :J a W 0Lu m f �N It w (� Q rn w O W % x REVISIONS DATE JULY 19, 2017 CONTOUR INTERVAL N/A V/ SECTION E -E SIx x J e. e. � . • . e MINIMUM 10' INTERNIS & POINT OF GRADE CHANGE x x 12 X MAXIMUM INCREASE IN SLOPE AT x x x 3 X MAXIMUM DECREASE IN SLOPE FOR FIRST 10' INTERVAL AN SECTION C -C 8 % MAXIMUM DECREASE FOR SUCCEEDING MINIMUM TO INTERVAL'S SECTION D -D SPECIFICATION VDOT REFERENCE STANDARD ENTRANCE GUTTER ROAD AND BRIDGE STANDARDS 502 REVISION DATE SHEET 1 OF i VIRGINIA DEPARTMENT OF TRANSPORTATION 07/15 203.02 RIVANNA WATER & SEWER AUTHORITY (RWSA) GENERAL WATER & SANITARY SEWER NOTES LAST REVISED: APRIL 2016 1.ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL COMPLY WITH THE LATEST VERSION OF THE GENERAL WATER AND SEWER DESIGN AND CONSTRUCTION STANDARDS - VERSION 1.0, ADOPTED IN DECEMBER 2015, EXCEPT AS MODIFIED BELOW OR MODIFIED IN SPECIAL NOTES. 2.RWSA SHALL APPROVE ALL CONSTRUCTION MATERIALS AND METHODS OF CONSTRUCTION. A PRECONSTRUCTION CONFERENCE SHALL BE HELD WITH RWSA PRIOR TO THE START OF ANY WORK. 3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 4.RWSA ENGINEER (VICTORIA FORT AT (434) 977-2970 EXT. 205) SHALL BE NOTIFIED THREE BUSINESS DAYS PRIOR TO THE START OF CONSTRUCTION. 5.ALL WORK IS SUBJECT TO INSPECTION BY RWSA STAFF. NO TIE-INS TO THE EXISTING SYSTEM SHALL BE MADE WITHOUT COORDINATION WITH AND THE PRESENCE OF RWSA STAFF. NO WORK SHALL BE CONDUCTED ON RWSA FACILITIES ON WEEKENDS OR HOLIDAYS WITHOUT SPECIAL WRITTEN PERMISSION FROM RWSA. 6.FOR SANITARY SEWER LINE CONSTRUCTION: RWSA MAY REQUIRE BYPASS PUMPING FOR TIE-INS TO THE EXISTING SYSTEM. ALL DOGHOUSE MANHOLES MUST BE PRESSURE -TESTED BEFORE A CONNECTION IS MADE TO THE SYSTEM. 7.THE LOCATION OF EXISTING UTILITIES AS SHOWN ON THE PLANS IS FROM DATA AVAILABLE AT THE TIME OF DESIGN AND IS NOT NECESSARILY COMPLETE OR ACCURATE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF THE LOCATION, SIZE AND DEPTH OF ALL EXISTING UTILITIES, BOTH SURFACE AND SUBSURFACE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS. THE CONTRACTOR SHALL USE DUE DILIGENCE TO PROTECT ALL UTILITIES AND STRUCTURES FROM DAMAGE AT ALL TIMES, WHETHER SHOWN ON THE PLANS OR NOT. DAMAGE TO ANY EXISTING UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. B.EROSION AND SEDIMENT CONTROL FACILITIES SHALL NOT BE PERMITTED IN THE RWSA EASEMENT WITHOUT SPECIAL WRITTEN PERMISSION FROM RWSA. NO GRADING SHALL BE PERMITTED IN THE RWSA EASEMENT UNLESS PERMITTED OTHERWISE BY RWSA IN WRITING. 9.NO BLASTING SHALL BE PERMITTED WITHIN 100 FEET OF RWSA FACILITIES WITHOUT WRITTEN PERMISSION AND RWSA APPROVAL OF THE BLASTING PLAN. GROUND MONITORING DURING BLASTING AND A PRE -BLAST SURVEY MAY BE REQUIRED. FOR BLASTING WITHIN 100 FEET OF ANY OPERATIVE RWSA SEWERLINES, BYPASS PUMPING AND/OR PRE- AND POST -CCN MAY BE REQUIRED. RWSA MAY ALSO REQUIRE CERTIFICATION FROM A LICENSED PROFESSIONAL ENGINEER STATING THAT THE PROPOSED BLASTING WILL NOT DAMAGE ANY RWSA FACILITIES. DAMAGE TO ANY UTILITIES DUE TO BLASTING SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. 10. THE CONTRACTOR SHALL OBSERVE MINIMUM SEPARATION REQUIREMENTS FOR UTILITY CROSSINGS. WHEN A CROSSING IS MADE UNDER AN EXISTING FACILITY, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE EXISTING PIPE. THE AREA OF THE CROSSING SHALL BE BACKFILLED WITH COMPACTED 57 STONE TO THE SPRINGLINE OF THE EXISTING PIPE. 11. NEW WATER MAIN INSTALLATIONS SHALL BE PRESSURE TESTED, CHLORINATED, FLUSHED AND HAVE WATER SAMPLES APPROVED PRIOR TO MAKING ANY PERMANENT CONNECTION TO THE PUBLIC WATER SYSTEM. APPROVED METHODS OF FILLING AND FLUSHING NEW WATER MAINS WILL BE REQUIRED TO PREVENT ANY CONTAMINATION OF THE PUBLIC WATER SYSTEM. 12. ALL EASEMENTS FOR NEW RWSA FACILITIES SHALL BE RECORDED PRIOR TO PLACING THE NEW FACILITIES INTO SERVICE. 13. NO PERMANENT STRUCTURAL FACILITIES WILL BE PERMITTED IN THE RWSA EASEMENT. THIS INCLUDES BUILDING OVERHANGS, RETAINING WALLS, FOOTERS FOR ANY STRUCTURE, DRAINAGE STRUCTURES, ETC. 14. TREES ARE NOT PERMITTED IN THE RWSA EASEMENT. �.M�p,1ATH OF Gf��2 0 U 9 WILLIAM J. LEDBETTER Lic. N.. 1507-B rF suOE�� U wLu 2� $ Q.Q F3 ¢��A O Cc 111 IIE A Q2 0V WO Vi J a2 Jz O CC� rJ 2 0 wi �y Q UQ rw EC 120 (.=iICU ¢xx O Q) Lu :J a W 0Lu m f �N It w (� Q rn w O W % x REVISIONS DATE JULY 19, 2017 CONTOUR INTERVAL N/A V/ J W W V �(o W W WLg7-oaz AS III_ `\ V>i > 0 ® Ir- Z J �pWz z r u- 0 0 Cc 0 0 VJ W m N ®UW a a®mJ U FILE NUMBER 8053 SHEET 5of5 Q:\RGA\TMPROJ\OLD TRAIL-8053\BLOCK 10 & 161011 #1\DTV Block 18 LOR Noi.dwg, 7/19/2017 8:03:34 AM, AGRI