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HomeMy WebLinkAboutSDP202100029 Plan - Submittal (First) 2021-04-05PANTOPS SHOPPING CENTER VICINITY MAP 3E 78-3 7 78-5G ---------------------- -------------------- I.F. = IRON FOUND I.S. = IRON SET N.F. = NAIL FOUND ,�TMP 78-17A PP = POWER POLE , WM = WATER METER WV = WATER VALVE �—�■ FH = FIRE HYDRANT / TV = TV PEDESTAL TP = TELEPHONE PEDESTAL .' MH = MANHOLE / O LP = LIGHT POLE , PROPOSED MAJOR SITE PLAN AMENDMENT- /� CAR WASH BUILDING & FLEET PARKING LOT FOR ' ENTERPRISE RENT -A -CAR MAJOR SITE PLAN AMENDMENT SHEET INDEX I'/ / 78-17A1 TITLE SHEET 78-17A',,�_ COVER & LETTER OF REVISION SUMMARY 1 EXISTING CONDITIONS & DEMOLITION PLAN 2 / SITE & UTILITY PLAN 3 GRADING & DRAINAGE PLAN 4 NOTES AND DETAILS 5 LANDSCAPING PLAN 6 TOTAL SHEETS 6 78-17131 78 '-17D6 78-17D1 j —pa * 78-17D5 78-17D2 n `o 78-17D4 78-17D3 78-17D / TMP LAZY J0. PARROT 7 F'2 'a m 78-17H 78-16 ° 1a a r-1 I r Al(; 78-17H1 U U \ 78-17H2 m 78-16A C5 78-15 ryQo�. 3 v \ 78-17G. 78-15C478-15F R \ O• TMP 78-17A tOA h` 00\ ` / / \ \ S 2 FOOD LION s e I Z o z O�` O. O R Sz0 \ \ 9'• TMP O� Q0• Q '0' \\ F` 78-17G3 6Q \\ \\ 76-17G4 78-17G1 .10 O• , \ \\ ROSES Q< ' ROSES STORE \�� I 1 \ry' Sp0 O \\ end 78-15c3 ' TWO 78-17G2 WP ERLINE ESMT•� �� J I QJ \^� \ \\ l u Rlvelb A P-1998-118) NG DOCK & RAMP G OR #1 (SDP-1998-118)OADING DOCK, RAMP, & ANOPY FOR ROSES N.FUILDING \ TMP 78-17G2 \ OR#3(SDP19 ADD FIVE LIGHI AND FIXTURES DI 10 ` 5F / / / / rp �/DI DI o .� 4 o / /80 q OR #3 (SDP-1998-118) ` ADD FIVE LIGHT POLES MH \ O AND FIXTURES N.F. OMH \� ♦•P R /6.0, lO� j3 R /. X LOR #1 (SDP-1997-136) C8\�` \ Op DECK FOR OUTDOOR \H\\p��Z RESTAURANTSEATING 0 \\� V ems )9 \ y 9 '1'a. tp \ I.S. �\ 11?'/O/r SITE PLAN & LETTER OF REVISION SUMMARY �\ < LETTER OF REVISION #1 `� v� SDP-1997-136 LOR #2 SDP-1997-136 FEBRUARY 11, 2003 INSTALLATION OF A ) • Construct a deck for outdoor seating at Sweetbones �\ \ F \ Restaurant at Pantops per revised site plan dated February \\ \\�\\FS\\ MOBILE GENERATOR 11, 2003. LETTER OF REVISION #1 \� \ SDP8 18 PARCELCEL 78-17G2 \ \ \\ FEBRUARY 22, 2005 \ \� \� he • Construction of a loading space and canopy per plan dated MINOR AMEND 10, February, 2005 by Shank and Gray Architects \� \ \\\ (SDP-2019-000E • Loading dock with a ramp on the east side of the building, \ \ �� 0 "" \\\\ MODIFICATION: a canopy change to north side as additional building \\� \ a2' PARROT BLDG., AND PARKING L entrance (20' from north elevation). \�� \ \ 9 LETTER OF REVISION #2 SDP-1997-136 PARCEL 78-17D MARCH 15, 2005 \\ MN - Food \ \ o Revision of the installation of a mobile generator next to NOTES: Lion CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL / \\ \\ �° 9 UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF LETTER OF REVISION #2 CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER C7�• \\ \� .° ?Os 9° SDP-1998-118 IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM PARCEL78-17G2 THAT SHOWN ON THE PLANS, IF THERE APPEARS TO BE A AUGUST 16, 2006 `� \ \ CONFLICT, AND UPON DISCOVERY OF ANY UTILITY NOT SHOWN \ 0 • Construction of a loading dock and ramp to existing Dollar ON THE PLANS. \ Tree loading dock and ramp (from LOR #1 SDP-1998-118) THE CONTRACTOR MUST LOCATE ALL SURFACE AND \\ \\ SUB —SURFACE UTILITIES PRIOR TO ANY WORK ONSITE. \ \ LETTER OF REVISION #3 # \ SDP-1998-118 ANY SIDEWALK AND/OR CURB DAMAGE IDENTIFIED IN THE SITE \ # PARCEL78-17D VICINITY DUE TO PROJECT CONSTRUCTION ACTIVITIES AS AUGUST 15, 2012 DETERMINED BY THE VDOT INSPECTOR SHALL BE REPAIRED AT h'Ip THE CONTRACTOR'S EXPENSE. SIDEWALK WILL BE REPLACED • Add five light poles and light fixtures per drawing #19463A AT THE DIRECTION OF THE VDOT INSPECTOR. ANY EXISTING (Food Lion Store #253 Lighting Project) SIDEWALK THAT IS CURRENTLY DAMAGED AND IN NEED OF REPASHOUILDOBENOT IN REPLACEDM ASANCE WITH PARTOF THISRRENT PROJECTANDARDS AS WELL. MINOR SITE PLAN AMENDMENTTO SDP-1998-118 SDP-2019-00061 IN ADDITION, ANY EXISTING CG-12S ALONG THE PERIMETER OF \ THE SITE SHOULD BE UPGRADED TO MEET CURRENT STANDARD PARCEL78-17D IF NEEDED. \ \ FEBRUARY, 2020 • ADDITION TO EXISTING LAZY PARROT RESTAURANT, AND ALL SIGNING AND PAVEMENT MARKINGS SHALL BE CONSISTENT \ PARKING LOT AND PATIO MODIFICATIONS WITH THE MUTCD. SCOTT/R. Ct?LLINSZ Lie. No. 0357911a 3/05/21�i (SDP2021 - 000 ) RIVANNA MAGISTERIAL DISTRICT - ALBEMARLE COUNTY VIRGINIA 1. F. PP 00 0:! WIVI N O T <�2734 p2 o ♦ E \ FM___ PPH)--_____ 256.04' FH,4 7`__—_20_ SAN. SEW. --_ _ PP I.F. E ' ♦ ) 9) ,OA 0 \ r1� O• O / O ry0. 60 \ \ N.F ,/ �^ 0• \\ \\ S eR/C/r \ ?O %R \ 3i>U 77A7 2601B+ /ROO eOQO/ A 0 18-15C8 78-15C2 / ti Fs \, NE'WHOUSE GENERAL NOTES ` L1 "IVE OWNER/DEVELOPER: (TMP 78-17D) PANTOPS SHOPPING CENTER, LLC ENGINEER: COLLINS ENGINEERING � \ \ \ \ \ \ \ '��• o MH P.O. BOX 5526 200 GARRETT ST, SUITE K - 6? . \ \ \ •� CHARLOTTESVILLE, VA 22905 CHARLOTTESVILLE, VA 22902 0 1 CURB (434) 293-3719 \\ 20 1 Z I PP (TMP 78-17G2) ROTGIN, CHARLES JR TR; 7 I SECOND AMENDED & RESTATED TRUST S 7620'455" E PO BOX 5526 O• 45.00 CHARLOTTESVILLE, VA 22905 I.``� \\\ �Si),j/. \ I I • F TAX MAP NO.: 07800-00-00-017D0(DB.2870 PG.643) - 12.07 AC & • \ I I PP \\ w 07800-00-00-017G2(DB.3880 PG.673) - 5.51 AC 1 ioI TOTAL PROJECT AREA: 12.07 AC & 5.51 AC (TOTAL SITE AREA: 17.58 AC): PROJECT AREA = 29,880 SF (0.686 AC) N \\\ \\\ II II 0' a' ZONING: PLANNED DEVELOPMENT SHOPPING CENTER WITH ENTRANCE CORRIDOR OVERLAY DISTRICT & PRESERVED & MANAGED SLOPES OVERLAY DISTRICT • \ \ 1 1 co , \\ \\ 1 1 SURVEY: SURVEY AND BOUNDARY PROVIDED BY MERIDIAN SURVEYING AND DESIGN IN FEBRUARY, I.F. TMP 78-176 2021. TOPO VERIFIED BY COLLINS ENGINEERING IN MARCH 2O21. \\ \\ I 11 \\ \\I cn DATUM: NAD83, NAVD 88 F \ I MH\ EXISTING TERRAIN: OPEN GRASS FIELD ADJACENT TO SHOPPING CENTER BUILDING. / O OR#3(SDP-1998-118) I 0 \\ Iv 0i / ADD FIVE LIGHT POLES �\ I, — AN D FIXTURES I \\ 10 PROPOSED: CAR WASH BUILDING FOR ENTERPRISE RENT -A -CAR AND FLEET PARKING LOT FOR ENTERPRISE 1 II cn RENT -A -CAR RENTAL CARS (31 PARKING SPACE PARKING LOT AREA) WATER SUPPLY PROTECTION AREA: NOT APPLICABLE WITH THIS SITE PLAN AMENDMENT 1 1 I .F. 2(� WATERSHED / WATER RESOURCE AREA: RIVANNA RIVER DRAINAGE BASIN `� V I 1 C4 Q� 1 d DENSITY: NOT APPLICABLE WITH THIS SITE PLAN AMENDMENT 1 � PP 11 M'S GREENWAY DEDICATION: NOT APPLICABLE WITH THIS SITE PLAN AMENDMENT OR #3 (SDP-1998-118) IX IN I.F. — BUILDING HEIGHTS: 1 STORY BUILDING (CAR WASH) - 16 FEET BUILDING HEIGHT S 1 ADD FIVE LIGHT POLES 1 DI 15.99' W 15.99 AND FIXTURES II it SETBACKS: NOT APPLICABLE WITH THIS SITE PLAN AMENDMENT II \ 1 1 SUBDIVISION STREETS: CURB &GUTTER 1 , I I I I TMP 78— 1 7D6 UTILITIES (WATER AND SEWER): COUNTY PUBLIC WATER AND SANITARY SEWER OR #3 (SDP-1998-118) I , AGRICULTURAL/ FORESTAL DISTRICT: NONE DID FIVE LIGHT POLES AND FIXTURES LIGHTING: EXISTING LIGHTING TO REMAIN /C1 LANDSCAPING: SEE PLAN FOR PROPOSED LANDSCAPING WITHIN PROJECT AREA TRASH RECEPTACLES: NOT APPLICABLE WITH THIS SITE PLAN AMENDMENT TMP 78-17D5 PHASING: THIS SITE SHALL BE DEVELOPED IN ONE PHASE. Po,c ! PARKING: NO CHANGE TO THE OVERALL PARKING - 31 FLEET PARKING SPACES ADDED SPECIFICALLY FOR ' THE USE OF ENTERPRISE RENT -A -CAR. THESE SPACES WILL NOT BE AVAILABLE FOR PUBLIC \ \ PARKING. STREAM BUFFERS/FLOODPLAIN: NOT APPLICABLE WITH THIS SITE PLAN AMENDMENT , a O RETAINING WALLS: A CONCRETE RETAINING WALL IS PROPOSED. MAXIMUM HEIGHT OF THE RETAINING WALL IS LESS THAN 3 FEET IN HEIGHT. o LP ml1 ,,m O BOX RECREATION: NOT APPLICABLE WITH THIS SITE PLAN AMENDMENT TMP 78-17D4 EXISTING PROPOSED 7Y ct LAND AREA: IMPERVIOUS AREAS (WITHIN PROJECT LIMITS): 4,125 5F (13.8%) 19,130 SF (64.0%) PERVIOUS AREAS (GRASS ISLAND / OPEN SPACES): 25,760 SF (86.2%) 10,750 SF (36.0%O) rN a X IN GENERAL BUILDING DEPARTMENT NOTES: IMPERVIOUS AREAS (WITHIN LIMITS OF PROJECT AREA): EXISTING PROPOSED IN 2. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOWTHE ELEVATION OF BUILDING/SIDEWALK/PATIO: 3,475 SF 1,165 SF ' THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER, THE x uIN Ix FIXTURES SHALL BE PROTECTED BY A BACKWATER VALVE INSTALLED IN THE BUILDING PARKING &CIRCULATION: 650 SF 14,120 SF wDRAIN, BRANCH OFTHE BUILDING DRAIN OR HORIZONTAL BRANCH SERVING SUCH TOTAL: 4,125 SF 19,130 SF FIXTURES. PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS ABOVE THE ELEVATION OF '�cPB THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER SHALL PAVED PARKING AND CIRCULATION AREA: 14,120 SF NOT DISCHARGE THROUGH A BACKWATER VALVE. ' e 2. DUE TO REQUIRED DISTANCES FROM LOT LINES AND STRUCTURES AS REQUIRED BY THE NFPA, UNDERGROUND PROPANE TANKS MAY BE PROHIBITED. THE CRITICAL SLOPES: PRESERVED SLOPES ARE WITHIN THE LIMITS OF THE PROJECT AREA, SEE SHEET 2 FOR SLOPE BUILDER/DEVELOPER SHALL PLAN ACCORDINGLY. ANALYSIS. I.F. 3. RETAINING WALLS GREATER THAN 3' IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4' IN HEIGHT REQUIRESTAMPED ENGINEERED DESIGN. WALLS CROSSING LOT LINES REQUIRE AN EASEMENT. BURIAL SITES: NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OF THE SITE WITHIN THE LIMITS ® / y. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THESTRUCTURE OF THE PROJECT AREA. , a MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. © STORMWATER MANAGEMENT: UNDERGROUND DETENTION FACILITY PROPOSED FOR WATER QUANTITY & NUTRIENT TRIP GENERATION CALCULATIONS CREDITS WILL BE PURCHASED FOR THE REQUIRED WATER QUALITY. TMP 78-17D3 NO CHANGE TO THE TRIPS PER DAY FOR THE SHOPPING PARKING CALCULATIONS: APPROVALS ` CENTER, AS NO COMMERCIAL OR RETAIL GLA IS BEING PARKING REQUIRED: 851 SPACES DEPARTMENT OF COMMUNITY DEVELOPMENT i.s. ADDED TO THE SHOPPING CENTER WITH THIS AMENDMENT. EXISTING PARKING: 963 SPACES PLANNER/ZONING TOTAL EXCESS PARKING: 112 SPACES ENGINEER GRAPHIC SCALF NOTE: THE 31 PROPOSED PARKING SPACES INSPECTIONS T a so o zs so 100 200 ARB WITH THIS APPLICATION PLAN ARE DEPARTMENT OF FIRE RESCUE RENTAL CARS ONLY. THIS WILL NOT OR ARLE COUNTY SERVICE AUTHORITY INCREASE THE OVERALL PARKING SPACES ALBEM VIRGINIA DEPARMENT OF TRANSPORTATION ( IN FEET ) FOR THE PROJECT, AS THESE PARKING HEALTH DEPARTMENT 1 inch = 50 ft. SPACES ARE NOT FOR CUSTOMERS. d 78-15C7 uU Ln w \ w 0 z J Q Zo z > > Lu Inc AJ Ce wCD rV � M 0 Lz 0) w ti M Q � Cy') z N LCU � G M 17 N W M z N � W;< J � G LU LU Ln > �/ z LL LU O O Q 10� 2: 0:� Q ILL O W U DC Y LULLJ W � z w UlUw J /Unn Co LLJ V � w z w I� > (j U w O 2 J N� V) L.L Q 0 O o p N z U Q DATE w w a � JOB NO. 112066 SCALE AS NOTED SHEET NO. 1 TMP 07800-00-00-017A N/F TIRESUM LLC ti�b , / ' 20' SANITARY DB 4417 PG 283 / F�/ SEWER EASEMENT DB 2290 PG 421 (PLAT) / / SP�� DB 792 PG 435 UPWM N/F PANTOPS SHOPPING CENTER LLC TM 078 0-00- 0-017D DB 2870 PG 643 DB 4692 PG V / 1 DB 1021 G 4 0 (PLAT) F v • 1 ( ) / EXISTING E EXISTING PAVEMENTTO BE 0 SAW CUT FOR UTILITY / INSTALLATION. 1 20' WATERLINE CFDC 1 EASEMENT DB 792 PG 435 /X/ / EXISTING CONCRETE 29'I CURB TO BE REMOVED ///i //i/ / /// /�///// / /// � /' 6M / /i'//i //C / w EXISTING CONCRETE / / JJ / STAIRS AND LANDING / / / z �8 / EXISTING o £ / / / TO BE REMOVED / BLOCK / BUILDING EXISTINGAIZBEMARLE % COUNTY PRESERVED SLOPES 4.9 �-404622 yl SCOTT/R. Cbi.LINS'Z Lic. No. 035791,E 3/05/21 ,Ori Z z O_ Z O rl 2 C— Ln ULu w 0 F- H z \ oLn Lu z / .. W w / /i�i'//////i/ j/// //i//// ��//// /�//� /� / / £ ��' • oCD INY.OUT=338.0 //// /// ///i%/, j j j///' j/ / j//// / �46¢% // / / HEDGES = EXISTING PAVEME TTO BE m� SAW CUT FOR UTIL Y w� INSTALLATION.rl 10 ► /z%// �//M B // / / / / / EXISTING STRUCTURE AND B Lu / CUR / / COVERED SIDEWALK / 9.6%// / / / / / u' TO BE DEMOLISHED EXrSTING a SIDEWALK TO CUR TMP 07t00-00-00-04100 / j /i / // / //// , / / i5 / /' / / / II I REMAIN BENCHMARK - TOP // F // L a COUNTY OF ALBEMARLE DBi2372, PG.580 /// / /// / //�/ / // / //j / / / , OF SDMH // // < a / / / / /'s z/q TOP=3S4-39 i / 18" RCP / / o EX�NG i8" RCP STOR OUT=348.69 BENCHMARK / / O z / z SEWER NDSUTFAL w N 389 / g l EXISTING E-ii 8i . 6 PIPS / R VED 494 7 4 / / N Q w TRAVELWAY ELEV- / / PARKING SIGNS 355.00 N J z o OX) DES - ING ACSA Q � O a 1 .3% i V�/ATERLINE W �-- ///�'////// LLI J HANDICAP o/a / /' // 0 PARKING SIGNS / / i / / / // EXISTINGTRECINE / A (4X) // / i 2 a U) LLJ EXISTING PORTION OF 1 / / W� O Cz 014 // SIDEWALKANDCURBI G 3jh 2 /' / OO / /TO BE DEMOLISHED / / / _ HYDRA EXISTING FIRE O o' % / / wo BUS STOP Q 0 / W SIGN ��/ ' PH _ Lu i/� // // 178.19� / �/ z o '22� W Q zo' WATE ' / EASEMENT / W �J a DB 792 PG 435 z PROJECT LIMITS 88oSF / / U Z s� w , Z z � //// zg,/ / � w w (o.686ACRE5) w EXISTING . /////// I� W Z / BLOCK BUILDING 11 ISTING OVERHEAD / / /''' / LLI = Q / POWER LINE N/F CHARLES ROTGIN JR2 U / / / / /' / / x > DB 3880 PG 673 ; / 1 DB 1021 PG 410 (PLAT) / 1 / 1 w 1 / W H Lu 1 , a cc Lo GRAPHIC SCALE 1 /w ' / Boa No. 1 1 w / ' 112066 20 0 10 20 40 80 / SCALE a W / 1u=20� o 1 N.F. w a ( IN FEET) £ w / / SHEET NO. 1 / 1 inch = 20 ft. / 2 t UTILITY NOTES: i. A MINIMUM OF 3. OF VERTICAL SEPARATION FROM STORM SEWER & WATER AND SEWER LINES MUST BE PROVIDED. / A�/ / 2. A MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L AND S/L. TMP 07800-00-00 017A �q / 5 3. A MINIMUM OF 1.5' OF VERTICAL SEPARATION FROM WATER AND SEWER LINES MUST BE PROVIDED. 4. A MINIMUM OF 1.5' OF VERTICAL SEPARATION IS REQUIRED BETWEEN RWSA SEWER LINE AND ANY OTHER UTILITIES. N/F TIRESUM LLC DB 4417 PG 283 ti5 / / / / ��/ 20' SANITARY SEWER EASEMENT S. ALL PROPOSED WATER METERS SHALL BE ENCOMPASSED WITHIN AN ACSA EASEMENT & SHALL BE DEDICATED FOR PUBLIC USE. DB 2290 PG 421 (PLAT) / / / �� DB 792 PG 435 6. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING ELEVATIONS OF ROADWAY, CURB & GUTTER PRIOR TO / , C.:,P/ CONSTRUCTING THE EXTENSION OF THE STORM SEWER, SANITARY SEWER, WATER LINE AND PAVED ACCESSES. CONTRACTOR UP / y0/ / TO NOTIFY THE ENGINEER OF ANY DISCREPANCIES SO THAT THE ELEVATIONS OF THE TIE-IN CONNECTIONS CAN BE ADJUSTED ACCORDINGLY. 7. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL TEST -DIG AT THE LOCATION OF THE EXISTING UTILITIES TO CONFIRM DEPTHS AND TO ENSURE THE PROPOSED SEWER, STORM AND WATER UP GRADES CAN BE ACHIEVED. 8. A KNOX BOX SHALL BE PROVIDED ON ALL BUILDINGS FOR EMERGENCY ACCESS. CONTRACTOR SHALL CONTACT THE FIRE J� WM MARSHALL's OFFICE TO DETERMINE THE LOCATION. / 1h REPAIR EXISTING PAVEMENT g. ALL CONNECTIONS TO RWSA MANHOLES SHALL BE WATERTIGHT AND MADE WITH A FLEXIBLE RUBBER BOOT. y� FOR SANITARY SEWER / N/F PANTOPS SHOPPING CENTER LLC io.ALL CORING METHODS, THE CORING CONTRACTOR AND ALL MATERIALS FOR CONSTRUCTION SHALL BE APPROVED BY RWSA IN oo`� _ Y TMP 07800-00-00-017D WRITING PRIOR TO CONSTRUCTION. y LATERAL INSTALLATION / 1 DB 2870 PG 643 ii. RWSA ENGINEERING STAFF SHALL BE PRESENT FOR ALL CORES INTO THE MANHOLES. CONTACT RWSA ENGINEERING A / / 1 DB 4692 PG 584 (PLAT) 9 40 ,0 MINIMUM OF 3 BUSINESS DAYS IN ADVANCE TO SCHEDULE A CORE OF A MANHOLE. 1 V • 1 DB 1021 PG 410 (PLAT) 1 ' i2.BYPASS PUMPING MAY BE REQUIRED ATTHE SOLE DISCRETION OF RWSA STAFF. O V 13. GROUTING OF THE MANHOLE BENCH OR INTERIOR MAY BE REQUIRED, ATTHE SOLE DISCRETION OF RWSA STAFF, FOR A SMOOTH TRANSITION OF FLOW. 14.EXISTING MANHOLES SHALL BE BACKFILLED TO ORIGINAL GRADE TO THE SATISFACTION OF RWSA. TMP 78-17A 15. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. 16.ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLILC NUISANCE AND NOT OVER SIDEWALKS. „ �1 17. SEWER CONNECTION: ALL CONNECTIONS TO RWSA MANHOLES SHALL BE WATERTIGHT AND MADE WITH A FLEXIBLE RUBBER PROPOSED 6" = BOOT. ALL CORING METHODS, THE CORING CONTRACTOR AND ALL MATERIALS FOR CONSTRUCTION SHALL BE APPROVED BY p f RWSA IN WRITING PRIOR TO CONSTRUCTION. RWSA ENGINEERING STAFF SHALL BE PRESENT FOR ALL CORES INTO MANHOLES. PVC SAN. SWR C' ' BYPASS PUMPING MAYBE REQUIRED AT THE SOLE DISCRETION OF RWSA STAFF. GROUTING OF THE MANHOLE BENCH OR LATERAL 20' WATERLINE INTERIOR MAYBE REQUIRED, ATTHE SOLE DISCRETION OF RWSA STAFF, FOR A SMOOTH TRANSITION OF FLOW. EXISTING L=153' / 1 FDC 1 EASEMENT � MANHOLES SHALL BE BACKFILLED TO ORIGINAL GRADE TO THE SATISFACTION OF RWSA. CONTACT RWSA ENGINEERING A ✓, yo• y0 DB792 PG 435 i MINIMUM OF 3 BUSINESS DAYS IN ADVANCE TO SCHEDULE A CORE OF A MANHOLE. S=2.61% INV.IN=350.0 ov�ti SITE PLAN NOTES: INV. `'ti\ ° titi . OUT=346.0 i 1. SEE SHEET 2 FOR BOUNDARY DIMENSIONS, METES AND BOUNDS, AND 5 d2, GM SURVEY INFORMATION. 1 ' CO 2. TRASH SHALL BE STORED & COLLECTED IN DUMPSTER CONTAINERS. w / 3. CONTRACTOR SHALL VERIFY ALL ROAD, STORM & UTILITY CONNECTIONS PROPOSED 4' EXISTING BLOCK VERTICALLY AND HORIZONTALLY PRIOR TO CONSTRUCTION AND SHALL CONC. APRON, " BU LDING NOTIFY ENGINEER OF ANY DISCREPANCIES. SEE DETAIL SHEET 5 z 4. ALL EXISTING AND PROPOSED BUILDINGS WILL HAVE SLAB ON GRADE FOUNDATIONS. 3' HIGH MAX. CONCRETE 5. A MINIMUM 2o' DRIVE LANE (CLEAR OF PARKED CARS) SHALL BE MAINTAINED RETAINING WALL W/ AROUND THE COMMERCIAL BUILDING. HANDRAIL. SEE SHEET 4 FOR 6. CONTRACTOR SHALL RELOCATE OVERHEAD UTILITIES AND/OR LIGHT POLES ELEVATIONS & SHEET 5 FOR S 1 I AS NECESSARY. CONTRACTOR TO WORK WITH UTILITY COMPANY FOR THE DETAILS. CONCRETE WALL TO DESIRED LOCATIONS. EXTEND 6" ABOVE PAVEMENT 7. CONTRACTOR SHALL REPLACE THE PORTION OF THE EXISTING ASPHALT FOR CONCRETE CURBING. / 1 25'X40' PROPOSED 1 / o 4 o�22"W TRAIL LOCATED ALONG THE FRONT PORTION OF THE SITE AS SHOWN ON / CARWASH 5' CONC. S/W 1 5r,2 THIS SHEET. / BLDG 4 1 8. INDIVIDUAL SIGNS WILL REQUIRE SIGN APPLICATIONS AND SIGN DESIGNS WILL BE REQUIRED TO MEET STANDARD SIGN GUIDELINES REGARDING SIZE, SCOTT/R. Cbi.LINS'Z Lic. No. 035791,E 3/05/21 ,Ori z 0 O_ Z O r, 2 �e- Ln VLA w 0 z \ oLn Lu z / .. W w SCALE AND PROPORTION RELATIVE TO THE SIGN BAND AND THE OVERALL i 1 £ 1 / • BUILDING.CD 9. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR a m SHALL BE ELIMINATED. / HEDGES io. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL NOT HAVE A p� / / CURB SURFACE SLOPE GREATER THAN 1:48. ACCESS AISLES SHALL BE AT THE SAME / / �^12„ V • 1�$'3� will00 PH j -' LEVEL AS THE PARKING SPACE THEY SERVE. rrl TMP 07700-00-00-04100 COUNTY OF ALBEMARLE DB 2372, PG.580 / w0 / Up / N / / 1 / 1 / 11 1 1 1 1 11 MB 55� 4_� REPAIR EXISTING PAVEMENT LZ / v WERLAY PORTION OF TRAVELWAY CURB / FOR WATERLINE LATERAL C FOR TIE-IN CONNECTION FOR PARKING f� G LOT SEE DETAIL SHEET 4 INSTALLATION m CG-6 BENCHMARK - TOP / / W CURB �\oFSDMH PRJOPOS_ ATERLINE LATERAL I TOP=3S4.39 // F �ND ill--- " WATER M TER CARWASH. Q 96 Up 2 R CN 9 15 r OUT 348.69 BENCHMARK / / CONNECT VYA E LATERAL WITH p z z / CORP STOP TO EXIS ING RLINE Q ° PROPOSED 5' ': E-i3. 8� 6 / / N �5 w R VED 494 7-4 htiry1 / o SIDEWALK AND PARKING SIGNS ELEV-355.00 / / �r ��I N J O� / G-12 OX) DES / f / W Q / / / i / 3'R q' / L u / 2p, w HANDICAP 2p J PARKING SIGNS J ^ Lf) ASPHALT TIE-IN DRIVEWAY (4X) / > w_ 5'R 3 R ~ - PARKING LOT TO EXISTING TRAVELWAY / U L: 32 SPACES �` 2'R // // LLI O _J / TOTAL I- / CG-2 1 ''� / 6 O CURB 9' m BUSSTOP / �? Q z AP 0 13 SIGN / / ��/ FH _ Q / PROPOSED 5' / / U / 19' SIDEWALK AND / / `� W m1 2' GRASS S52°40'22"�78 CG-12 // // W OVERHANG 20'WATE _ z Q o EASEMENT Z) ' / W CG-2 / / DB792 PG 435 J ' - I 2' GRASS CURB U // // rr� OVERHANG / W I 'v W ' EXISTING BLOCK / 12L BUILDING O Lu 0 3� TMP 07800-00-00-017G2 / / 0 U) N/F CHARLES ROTGIN JR F, / / / / DB 3880 PG 673 CD DB 1021 PG 410 (PLAT) 1 N O 1 1 1 w u w w / 1 0 w 1 /W 1 w ii vzi GRAPHIC SCALE 1 JOB NO. w/ 1 / - zo o ,o zo a112066 1 o so f � ' w � � ' w SCALE 1 N.F. 1"=20' i w ( IN FEET ) w �' SHEET NO. 1 inch = 20 11. ' ,' 3 PIPE DESIGN in = 0.013 for RCP in = 0.01 for HDPE TMP 07800-00-00-017A / /� / / / e Ripe Hydrology Hydrology Pipe a g N/FTIRESUM LLC v v v DB 4417 PG 283 v s s _ E DB 2290 PG 421 (PLAT) / Qx r m E amrn v a _ E n Ur c c L E 0 O - > g rn w` -if�, QU U r _ O' O _ _ 0 of d li > u. Pipe run: YDA-66 // ///// /// V WM 001 YD1 1 0.01 0.90 0.009 1 0.009 1 5.00 1 6.67 1 0.06 1 0.06 1 351.00 1 350.00 1 28.0 1 0.01 1 0.0357 1 6 1 1.15 1 3.02 1 0.15 YD1 CO2 1 0.01 1 0.80 0.008 1 0.017 1 5.15 1 6.62 1 0.05 1 0.11 1 350.00 1 348.50 1 118.0 1 0.01 1 0.0127 1 8 1 1.48 1 2.44 1 0.81 Pipe run: YD H - POND 20' SANITARY SEWER EASEMENT DB 792 PG 435 sTR7 sTRS 1 0.33 oso o.zs7 o.a1a 6.z7 s.z7 6s s7 34a.7s 34aso 301 0.01 0.005o s asa a.7s a1s ) / // ///// // j�/ / // / / / ' - 1/ / N/F PANTOPS SHOPPING CENTER LLC STR5 STR3 0.00 0.90 0.000 0.314 6.40 6.24 0.00 1.97 344.50 344.02 81.0 0.01 0.0059 48 119.79 3.32 0.41 TM 07800-00-00-017D STR3 STR.1 0.00 0.90 0.000 0.314 6.81 6.12 0.00 1.97 343.92 343.71 42.1 0.01 0.0050 15 4.94 3.76 OA9 / // / ///j // / / 1 / / 1 DB 2870 PG 643 / /// / // / / 1 DB 4692 PG 584 (PLAT) STR1 Ol1r 0.00 0.90 0.000 0.314 6.99 6.07 0.00 1.97 343.45 338.00 82.6 0.01 0.0660 18 29.23 9.23 0.15 / DB 1021 PG 410 PLAT J.N. PHO✓ECT �/ j//�//// i// / / o� F V • 1 (PLAT) L&D229 COUNTY Charlottesville STORM SEWER DES/GNCOMPUTAT/ONS � DBY DAB 41S / I �j / 1 / T P 5��� /�// / // / / // / // / /i / 0 2021 AREA RUN- INLET RAIN- RUN- FULL RUN- /l FROM TO DRAIN. OFF CA CA TIME FALL OFF INV. INV. FLOW VEL. FLOW OFF VEL. / / // "A" COEF. INCRE- ACCUM- tc I-10 yr. Q ELEV. ELEV. LEN. SLOPE DIA. RATE 10 yr. TIME 100 yr. 100 yr. 2 acres C MENT ULATED min. in/hr c.f.s. IN OUT ft. % in. c.f.s. f.p.s. sec. c.f.s. f.p.s. / / j /// j /// /// / // / // / / - f _1_ _2_ _3_ _4_ _S_ _6_ _7_ _8_ _9_ _10_ _11_ _12_ _13_ _14_ _y5_ _16_ _17_ _18_ _19_ COl YD1 OD1 0.9 OD1 0.01 S.00 6,67 0.06 351.00 3SOD0 28DO 357% 6Dzo'WATERLINE D 1AS &02 93 0.1 33 II // // / / // //// /// / YDl CO2 ODl 08 0.01 0.02 S15 6b2 01l 350.00 348.50 11&00 127% 800 1A8 244 483 0.1 27 I I /// j / / ///// j // / // //// // /// / / CFDC £ EASEMENT CO2 S"IR.7 0 0.9 0.00 0.02 S.% 636 011 34&50 348.00 44DO 114% 8M lAO 238 18A 0.1 25 I // /// /// / / / / /// // / / // / / T -3 1.50 _ DB 792 PG 435 /�///� B 31.00 S'IR7 S'IR 5 033 0.9 030 031 627 627 1.97 344.75 344.60 30.05 050 15D0 4.94 3.76 SA 2.6 4.1 SIRS SIR3 0 0.9 ODO 031 6AO 624 1.97 34450 344D2 81D0 059%a 48D0 119.79 332 24A 2.6 38 S'IIY3 STR1 0 09 ODO 031 681 6.12 197 343,92 343,71 4210 050% 15D0 494 3.76 112 2.6 41 / // j //// // / / 1 1 �i / // //j/ / GM SIRl OUT 0 09 0.00 031 6,99 6.07 1.97 343.45 338.00 82.63 6W% 1&W 29.23 9.23 9D 2.6 102// /�i / z /,z // / //%/ /// EXISTING /�/// /// //// / //// / BLOCK f /// / = BUILDING ----/,�/ii///i�://:�I� 1 / c NOTE: SEE WPO PLAN FOR DRAINAGE AREAS AND / // ///j// ///�/ j /// / j TW=352.50 \ / STORMWATER MANAGEMENT CALCULATIONS FOR / // // / / // / / / / / / / / / ew=3so.o C01 1 \ THE PROPOSED DEVELOPMENT. / / // �j/ /// //i// // / // // / / / % % PROPOSED / / / /l CLEAN0T TOP=3� INV.=351.00 1 // B. PG. INY.OUT=338.%//�// / // /% /�J / GES /�i //// CURB / 1 /��P`OS d /�/%/ /% // �i/ // // � / EXISTING RIPRAP� T/ OUTFACE -RIPRAP OVERGROWN / / ///� // / // / // / /�� 5067/ / / /y / /�/iMB • PROPOSED 6" AND SILTED UP. CONTRACTOR TO / / /// �b� 68i ADS DRAIN PIPE F IMPROVE RIPRAP OUTFALL TO „/ / //ADSRAIN"P�I /DP / // / // / // Tw=352.50 / y PROPOSED 18" L=28', S=3.57% CURB / ALBEMARLE COUNTY PROPERTY // / k7 � S' %xt�o�o �j // / / // / / / / BW=351.0 / / GRATE INLET LINE // / // / / // / / / / / / 9 i TOP=352.67 \ i STR-1 :1 INV.=35o.0o B 37 CUR // PROPOSED 8" TMP 07t00-00-00-04100 // / // /�// 'x / / / / / / / I ADS DRAIN PIPE COUNTY OF ALBEMARLE // / �// / // // / BENCHMARK -TOP DB�2372, PG.580 /// /// / //�/` / / ////�%/�/ / / / / L=118', 5=1.27% OF SDMH / /��1 TOP=354.39 � Vy �f - - �.--- 18" RCP OUT=348.69 BENCHMARK /i �/i //�/ /// // / / / / /!�/ 3 9 / / / / // / V R VED E-1$ / / / / /i // / /i i // / // STR-7 / / �� / / PELEVARKING SIGNS 355•oo / OX) DES / F HANDICAP PARKING SIGNS (4X) ,p. 1 STR- STR- 4 / M / � /STR-5 BUS STOP / v/ /i/ / /// SIGN //�//�� //X// 20'WATE PROPOSED VARIABLE WIDTH PUBLIC / / EASEMENT � / SWM FACILITY & ACCESS EASEMENT D67gz PG 435 DB. PG. // / EXISTING / BLOCK / BUILDING ,1 TM 07800-00-00-017G2 / Design Year: 10 Project: Johnson Village Job #: 102045 Prepared by: KKW +JSD N/F CHARLES ROTGIN JR INIET UTLET WATER I D Q S H JUNCTION LOSS FINAL INLET WATER I RIM DB 3880 PG 673 1 STATION SURFACEEIEV ZW V H Q V- Q'V V /2g H ANO1E He H 1.3H 5H H URFACEELEV ELEV DB 1021 PG 410 (PLAT) GRAPHIC ' r 10 20 ., ' I : ( IN FEET ) 1 inch = 20 11. 11 11 1 1 1 1 1 � 1 80III ; N.F. / / / / / w w / / / / / / / / / w / / / 1 / / / 9 40,0 / Z / 1 / / / / / / / • N CL H InLn CL 2 1n o o 0N m Ch CL 1n o m ~ ^� STR-1 VDOT STD. DOGHOUSE MH m CL TP=353.o8 0 0 iM� g Ln x INV. IN=343 67T0 STR-3 M 1 0 o O o EX. INV.IN=343.73 r a » o "' EX. INV. OUT=343-45 V) z z F 1O zr 355 o Mt 11355 n v Z =O � a 55 STR-7 VDOT STD. A r z z TP=350.33 INV. OUT=344-75 F / 350 350 / PROPOSED GRADE ------------ EXISTING GRADE 345 345 / 48" RCP 15" RCP 81.00 LF Qa o.590A ri5RCP 30.o5 LF Qa o.5o% / 340 / 42.10 _F @ o.59% 340 EX.18" RCP 82.63 LF Qa 6.59% 335 EX.INV.OUT=338.00 335 N dco m N 1 M N ri � co m m lMJ1 M M M M 0+00 o+50 1+00 1+5o 2+00 2+50 STR-7 - STR-1 PROFILE VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 20 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 200 ( IN FEET ) 1 inch = 50 ft. DI-3C (L=io') ROM STR-5 SCOTT/R. Cbi.LINS'Z Lic. No. 035791,E 3/05/21 ,Ori rlN Jill rn Lu j� o M Q o L 3 - CV z 0 o L n N 1 Q n � `o W CD z C5D CN Q W N J Z W Lu �- J L ` J �� O C o o c n LL `- .W o O O ��( 00 LI) L 3 CQ G O z< Q - 0 U I ' n ` d W Lu Z o Lu O z u E w a �' ul U z_ zo w L w z w � z z z w ~ LL In z W w O o I ^ v) n o Q �/ / N 3 o O � U X N 6 CV w z ww Q w u Lu wa 0 O 73 a Ln o ° JOB NO. 112066 ` SCALE 111=201 0 o SHEET NO. 4 w NOTES: 1. THIS REM MAY BE PRECAST OR CAST N PLACE CC-12 NOTES COMPONENTS W CURB RAPS CONSIST OF THE FOLLOWING HYDRAULIC CEMENT SIDEWALK (OEPTN IN INCHES. AREA N SQUARE YARDS) GENERAL NOTES CURB WHEN REWIRED CCC-2 DR CC-3 IN LINEAR FEET) ITECTMLE WARNINGGULFFACE (AREA IN SQUARE )TARGET 1. THE DETECTIBLE WARNING SHALL BE PROVIDED BY TRUNCATED OWES. EACH OF THE (HOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD BE SUMMARIZED FOR EACH CURB CUT RAP. 2. SHALL STET THE (WARNING SURFACE. OF DETECTABLE 71M504 WAVING SURFACE PROIONS FOR OF SECTIW 504 OF THE SPECIFICATIONS FOR C6-12 DETECTABLE WARNING Sg6ACE. SIIw01 RAMP tqt MA% DETECTABLE WARMING SURFACE PRODUCTS USED SHALL BE FROM THE MATERIALS 4BP1 MA% 3. APPROVED PRODUCT LIST NUMBER 72. SLOPING SIDES OF CURB RAMP MAY BE P D MONOLITHI WITH RAP FLOOR OR BY USING PERMSSBLE MWTRUCTKN JOINT WITH SECURED BARS. p 4. REQUIRED BONS ME TO BE NED.5 E e" PLACED 1'CENTER TO CENTER ALONG Tll.�/(RAMP FLWR,MID-CEPTH OF RAMP FLOOR. MINMUA SIDE No COFF COVER TOI 5. ROADWAY CURB I CURB AND CUTTER SLOPE TRANSITIONS ADJACENT TO CURB TYPE A RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. PERPENDICULAR 6. CURB RAWS ME REQUIRED FOR SUEWKKS MO BHMEO USE PATHS. THE WIDTH OF ARE EPA CONJUNCTION WITH"A SIRED USEI THE MINMJM WIDTH SHALL THE�MVM ' S OF THE SHINED USE PAN. ./v 7.•Y'WR C'/A(A'iW'Of,,I'+S� 5 7. DETECTABLE WARNINGS SHALL EKTEIO THE FULL WDTH OF THEj,A1i„hR',V'�VA�, MALL 6. CURB RAMP LANCING FLOOR, CURB RAMPS WILL BE NSTALLED AND LOCATED WITHIN PEDESTRIAN CROSSWALKS 12^MAIN AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER. CURB RAMPS SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES, LIGHT POLES. FIRE HYDRMTS,DROP INLETS, ETC. TYPE B B. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTORS PROVIDED THAT PARALLEL THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CR055WXK AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IsPERIPENDICULAR TO THE CURB. 10. ING AING SURFACE PANELS SHALL BE INSTALLED FLUSH WITH DETECTALWAN h p1 T21 RIM 11. THE BACK I CURB. WHERE CUM RAMPS INTERSECT A RMIA SECTIONOF CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE WARNING SURFACE SHAL HAVE AT\ IS1 M +M y m 5xN X Xv ' A FACTORY RADIUS OR BE FELD-MODIFIED AS RECOMMENDED BY THE Y MANUFACTURER TO MATCH THE BACK OF CURB, SEE GG-12-I45 PAGES 2(14.05 AMID 204.07 FORMETHODS OF INSTALLING DETECTABLE WARNINGS ON A RADUS. ,,F,N A AT X F2 HIGHER THAN EDGE OF PAVEMENT AT XX , SAE AS TOP OF CURB TYPE C PARALLEL & PERPENDICULAR TRUNCATED DOME 00000 L 00000 0000000 U o O O O O O O O O O O O 77 ENDING RAMP U 00000000000 0000 a + O O O O O O O O O O O O O O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TO0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 X DIAMETER 000000000000000 DETECTABLE WMNINC o AT BACK OF CURB "-1Y SEE TABLE tt. BASE gAMETER VMIMLE FULL WIDTH - RMP FLOOR PAY LIMITS DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL �VCX]T A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION ROADANDBRIocEsiABOAD CG-12 DETECTABLE WARNING SURFACE R"`"`"" SHEET 101 5 REVISION DATE (GENERA NOTES) 1O5 04/DEB 502 204.01 VIRGINIA DEPARTMENT OF TRANSPORTATION 504 PROPOSED MIN. STEEL HANDRAIL 42" SITE RAIL PA \#57 STONE xa o BACKFILL (FULL HEIGHT) IT 2" CLR w a "MIT BARS � , . (VERT) St 4@10" HORIZ) H w w LL D. � P . 0 "0" BARS (DOWELS) �llilll��ll�lll�ll' "D" BARS SEE DIET "A" 2" CL D z "PAT BARS \ J "L" BARS CONT El) N W F4 3" CLR 2" SM-9.5 SURFACE COURSE 3" BM-25 INTERMEDIATE COURSE 5 21 A \ / BASF COUSE \/// COMPACTED \ \\\�\j"I .�\�1 -1 - SUBGRADE ASPHALT PAVING - DRIVE AISLES NO SCALE 2" SM-9.5 11 Hill SURFACE COURSE 8 21-A \ / // / / % \ BACOMPOACTED %�/�\///\/%�/�/��/ SUBGRADE / ASPHALT PAVING - PARKING SPACES NO SCALE PROPOSED 1" SM- OVERLAY EXISTING PAVEMENT EX. STONE SUBBASE ASPHALT PAVING - MILL/OVERLAY NO SCALE 12'x25' CONIC MIN. 12'x2O' CONCRETE DUMPSTER PAD LOADING SPACE 7" THICK - 3000 PSI CONCRETE TOP 6" COMPACTED 21B STONE BASE CONCRETE APRON DETAIL NO SCALE RETAINING WALL SCHEDULE DIMENSIONS REINFORCING Hw "B" "C" "W' "D" BARS PC BARS I'M" BARS "0" BARS "P" BARS 0'-0" - 4'-0'0'-6" 0'-9" 2'-1" #4 @ 18" (6) - #4 ------ L#4 @ 18" 1 #4 @ 18" 1. CONIC: 3000 PSI @ 28 DAYS 2. REINF: GRADE 60 3. MAX SOIL BEARING PRESSURE = 2000 PSF (ASSUMED) 4. PROVIDE WALL CONTROL JOINTS @ 20'-0" MAX DET "A" 16 GA. GALV. SHEET STL. COATED TO PREVENT BOND. WIRE TIES @ EACH I HORIZ. BAR.1 3/4" JOINT SEALANT N " 1" BACKER ROD SEE DETAIL "B" CUT ALTERNATE HORIZ. BARS AT JOINT a 3" CLR EAR H FACE WALL CONTROL JOINT CONCRETE RETAINING WALL NOT TO SCALE GENERAL NOTES L THE DETECTABLE WARMING SHALL BE PROVIDED BY TRUNCATED COMES. 2, DETECTABLE WANING TO BE CLASS A-3 CONCRETE (CLASS A-4 F PRECAST) WITH SUP RESET/NT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE RAID FLOOR BY 2 FOOT N LENGTH IN TIE DRECTION OF PEDESTRIAN TRAVEL. OTHER TYPES OF MATTER& WITH THIS TRUNCATED DOLES DETECTABLE WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. TYPE A B, SLOPING SIDES OF WIND RAP MY BE HUMID MONOLIRHGALLY WITH RAMP PERPENDICULAR FLOOR OR BY USING PU JABI CONSTRUCTION JONF WITH REQUIRED BONS. 4. IF RAMP FLOOR IS PRECAST. HOLES MUST BE PR AUDIM FOR DOWEL BONS SO THAT ,AOJ LEARNED SIDES CAN BE OAST N PLACE AFTER PLACENfM OF RPRREECAASSTTJlRED RAMP FLOOR. PRECAST CONCRETE SMALL BE CLASS M4. yN a' BOTH SIDES a ARE RIJIPEFLOOR.�-DEHISH PLANCED DER Fi OTOOR. CENTERALONG E "� CONCRETE COVER I/L• 771T B. CUB / CLUB AND CUTTER SLOPE TRMSITIOS ADJACENT TO CAST RAMPS ME INCLUCED IN FOR CURB / CURB ANDWTTER. TYPE B T. CURB RAPS ME TO M LOCATED AS SHOWN ON THE PLARS M AS DIRECTED PARALLEL BY TIE ENGINEER, THEY ME TO BE PROVIDED AT INTERSECTIONS WHEREVER M ACE,ES510.E ROUTE WITHAL THE RIGHT OF WAY OF A HIGHWAY FAULTY CROSSES A CURB REGMOLESS OF WHETHER SCREW" 6 EINTINC PROPOSED OR NOEIGSTEM, THEY MUST BE LOCATED WITHIN PEDESTRIAN CR558WALKS ' AS SHOWN ON ELMS OR AS DISSECTED BY THE ENGINEER AND SHOULD HOT BE LOCATED BEHIND VEHICLE STOP LEES USTNG MFff SBLL POLESFINE HYDRANTS, DROP INLETS. ETC. ACCESROUTES PROVIDE A CONINUOUS 12 S•� UNOBSTRUCTED STABLE FIRM AND SLIP RESISTANT PATH COHECTING ALL ACCESSIBLE ELEMEMS OF A FACIIJTY THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS. S BE PAPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 2' WIN AT :L 2" HIGHER THAN THE QNB OPENING 6 PLACED WITIN THE LIMBS OF TIE CROSSWALK AND EDGE OF PAVEMENT THAT THE SLOPE AT THE CONNECTION I THE CURS OPENING IS PEFPENDIOWR TO THE RIB. AT XX SAE AS TOP OF CHID B. YPI CONCRETE 510[1l1ILK 15 4" 7HNCIRRT�K$$ WHEN. TIE E TRANCE RIDICMNOT TYPE C MAE REFER TO SN'T CARD CG-U COMMERCLILMT P EA EN[A yr K PARALLEL & PERPENDICULAR MEN RATTC) ISO fl CO ETE DEPTH p' THE YINMA/ WOAD SMIN" BE THE WIDTH OFF THE SHARED WE �HPATH. LP' - 2.4" TRUNCATED OOZE C-c 0 0 00 0000o00ov o v o 0 0 0 0 0 0 0 0 0 0 M 0 0 0 0 0 0 0 0 0 0 0 0 (1 0 0= N d Y O O O O 0 O O 0 O 0 0 0 0 O 0.0 0 0 0 0 O O O O O O O O 0 0 O O O 0 2" u SEA - 657.. OF BASE DIAMETER - 0 0 0 0 0 0 0 0 0000000� LEN 0 0 0 O o 0 0 0 G 0 c 0 0 0 0 VARIABLE BASE dANETER 4'MMWW LINFIES TRUNCATED DOME PAY DETAIL DETECTABLLEE WARNING DETAIL SEET 1 DEAN CG-12 DETECTABLE WARNING SURFACE REV 7/0 GENERAL NOTES ID 20.1.05 VERGTN DEPARTMENT OF TRANSPORTATION 2016 ROAD a BRIDGE BTI1NDaROS .MUCEM TRAETL IAE ASBNAFT BEAR. NMINNO E" HI OF IAK BEFULANANNER AN .1 TALK C AT R CMSTRUCTIONEJOIM EYSFNO RSP"NT IAYHfi tP(MSm A9MILT LAYERS 51®ASE PROPOSED 9nBM1Y ------EESIFE ------ Gp..CTLp A.SRAE CONSTRUCTION JOINT DETAIL ® REMOVE EMISTINC ASPHALT LAYERS TO EXISTING G®A4 AND REPLACE NTH PROPOSED ASPHALT MENNG TAKERS ® PI MNN,N 1 E, NTH Tld ACAPNNT SHI GDRST IEEE INTENT 5) A MINIOEMEVM xNmCHES. CRC IN. EAT AS ECESSNn TO I91T THE FULL THICKNESS OF SAVE. ASPHALT FMCS NOTES: 1, PSNiALT ANS AT AFFNINKIRE By THE 2, THE PAVEMENTNOEscN Fox RMLT NANDI EEXNC STALL LEE - -J EFTES 6 THE LAKESS OF DOBTING PAYEIENTEEz. wIAWFACE DRANALE OF THE EXISTING Np EPDgiEU fTCT P L _-' i TIE NKPENr I£sWM. O. A PAN AMA OF THREE CORE] sn4L BE TUEN NM, THE E T -. EL LAVE TO UTTERANCE THE TYPE ARE THICKNESS DE EXI57M PAVEMENT LAYERS- THESE CORES SHALL BE SENSED NO E r -3Cm 1NH IH KLHNT SURFACE CONSIST TO uPrcx rxEmaPEAEMET " ADNIKLSCCOUNSEUNLSS AN E,. THE L._. OJDG"VNEIU fKC 5. THE ENG"EER MAY REOUIRE THE MLL1WC DEPTH OF THE EXI5TF: PAVEIEM T_' -_ ..'i M TO ARENE AR AtCETTAILE PAVEMENT CHOSESLOPE PROEFFECTIJE SHENSI AANACC I. EXTETT.D PA.ENENT MARNINGR AND MANNHTN POOR THE N NI N1RL E - EVE HEHE R TO TANE ND��L DP THE wDPEE., A C YEACENIF UPITL T5 7. FINTRANOYERSE ATTHE Oµ LOCATIONS N1 5HeE E6TED IE'.E ARM A D HART SHANS '.. _ 1 __ ALTO THE KPNEYEM6 S AUCTION 515 SPECIFICATIONS. NVO1 SHE ON T RpA➢ µOP WIIL4E sTNpA®S ASPHALT PAVEMENT WIDENING FOR WIDENING SUBJECT TO TRAFFIC VRMNA CEPARTAENT CE TRNSFDRTAT%"1 SHEET I DE 1 PENSION DATE sts 2016 Road a BINocE sTANoaRos NOTE: CONCRETE (VARIABLE WIDTH) SHALL BE 3000 Psi (5' MIN.) AT 28 DAYS OR STRONGER. 4" CONCI 3 EXPANSION JOINT/8" PRE -MOLDED MATERIAL WHEN ADJACENT TO CURB 4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE i c IMMUMBIA TYPICAL SECTION CLASS A3 CONCRETE (3000 PSI AT 28 DAYS, OR STRONGER) CURB and SIDEWALK NO. 8 OR NO. 57 AGGREGATE COMPACTED SUBGRADE SCALE: NONE GRADED AND THOROUGHLY NOTES: 1) CONTRACTION JOINTS TO BE AT 6' 0. C. COMPACTED SUBGRADE 2) EXPANSION JOINTS TO BE AT ALL CHANGES IN DIRECTION AND AT 30' O.C. MAXIMUM. IE CONCRETE TO E CLASS TO P CAST IN PLACE, AOM 1. IF PRECAST. 3. COMBINATION qMB R GOTTEN HANNG A ROBUST OF ]W FEET OR LESS (ALONG FACE OF CRAB) SHALL E PAST 4VnN FOR AS RADIAL COMBINATION CURB R 4. FOR USE WITH STAHLIIID OPEN -GRADED DRWAOE urFA rE aOnaM OF THE CURB TO G III BE CONSTRUCTED PASFLLEL To TIE a suBERNE COURSES NO TO THE DEPTH M THE PAVEMENT. HE K.DWA. WTEMA FOR THE USE OF CG-B B BASED ON naawnr CLlS51E1LAn011 AN D DE5GN SHED AS SHOWN AN .WFTNOx A R CP THE MOT ROAD OEAGN MNRIIIL . D. I eA ' • M • 6 > > • N • N A'DI. S. A A.-N•---• --" A THs MFw WY E CMETE AT TE SPANN N THE comnuarm " COMBINATION 6" CURB & e GUTTER I VIRGINIA EPMTMENr E IRA�MTATYAI EY. wo 20 0 0 R SEE -- NOTE4 :..6..a I I WYAE NOTES LOSS ITw MAY E PRECAST OR CST In NNE. 2. W40PE TO S AS C ISO N ILNY, NOSS P51 F E CLASS MEGA T, 1 gR6 OF A&MUS OF BOB FEET.OR q55 1/LONG FADE OF WI®I WLL E PM FOR AS RWA GMW, M 11E DDTI E "a WAYBEEOIFID AS MLVN AS Y Ln ME TOP OF AoQ4 a MP Iu`CO�-IT"MICTIIRE OTHERWISE THE DEPTH 6 TO BE W AS BNYAN NO ADJUSTMENT M THE RICE FB 6 TO E M,WE FOR A DECEASE OR M INCREASE IN EPRI. I GEDg1RIIgp Tp� E AG dM BOND A NOTES mmEG A a`ME HOOT � 4ANA. STANDARD 8" CURB YFOLA EP.YRIFNT E TRMMMTATOR PAVEMENT: 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. 3. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE I, II, OR III PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY. 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE SURFACE TREATMENT IS APPLIED. 7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC-250 @ 0.3 GAL./SQ. YD.). 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. 9. ENCROACHMENT: POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAYS CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN THE STREETS RIGHT OF WAY. GRADING: 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. 3. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. DRAINAGE: 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT OR AN APPROVED VDOT PIPE MATERIAL. 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS INDICATE. 3. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES FOR SITE PLANS: 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR=S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). SCOTI CT,` INS'_Z Lie. No. 035791,a 3/05/21 lli in W J J C) W Lu U) L�1 z W 0 z Lu Q W I, -^I V / 0 J OQ I--1 Q W ��1 06 ILI LL LL.I UPI O zz Lu V H� O 0 z U w 0 w a (_/) JOB NO. 112066 SCALE 3.11= 20' SHEET NO. 5 I PARKING LOT & INTERIOR LANDSCAPE REQUIREMENTS: REQUIRED LANDSCAPING i/io SPACES = 31 SPACES @ 1 TREE / io SPACES = 4 TREES REQUIRED PROPOSED PARKING LOT TREES = 6 TREES TOTAL TREES PROVIDED ADJACENT TO PARKING SPACES: 6 TREES PROVIDED PARKING AND CIRCULATION AREA=14,120 SF REQUIRED LANDSCAPING (5%OF PARKING AND CIRCULATION AREA) = 7o6 SF PROVIDED LANDSCAPING = 2,014 SF TOTAL PROJECT AREA: o.686 ACRES PERCENT OF REQUIRED CANOPY: io% TREE CANOPY REQUIRED: 2,988 SF TREE CANOPY PROVIDED: 3,137 SF (1o.5%) LANDSCAPING PLANT SCHEDULE SYM BOTANICAL COMMON NAME SIZE CANOPY (sf QUANTITY COVERAGE (sE) TREES QP QUERCUS PALUSTRIS PIN OAK 3 1/2" cal. 471 2 942 PA PLATAN US ACERI FLORA LONDON PLANETREE 31/2" cal. 422 1 422 1 AR ACER RUBRUM RED MAPLE 21/2" cal. 1. 2 904 1 UNDERSTORY TREES 1 PY I PRUNUS YEDOENSIS YOSHINO CHERRY 6'-T ht. 1 99 1 1 1 99 1 SHRUBS 1 AB ABELIA GRAN DIFLORA GLOSSY ABELIA 24" ht. min 14 1 11 1 154 I / IV ITEAVIRGINIA'HENRY'SGARNET' HENRY'S GARNET SWEETSPIRE 24"ht. min 56 11 616 I // CS CORNUSSERICEA RED TWIG DOGWOOD 24" ht. min 62 11 682 EXISTING VEGETATION Existingtreesonsite 475 TOTALCANOPY 3,137 / NOTE: SHRUBS WILL NOT BE INCLUDED IN PARKING LOTTREE CANOPY CALCULATIONS. 39 SHRUBS TO BE REMOVED AND REPLANTED ONCE CONSTRUCTION IS COMPLETE. ADDITIONAL SHRUBS TO BE ADDED, AS SHOWN, TO MATCH EXISTING SHRUB SPECIES ON SITE. NOTES: 1. 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. 2. ALL LANDSCAPING AND SCREENING SHALL BE MAINTAINED IN A HEALTHY CONDITION PROPERTY OW ROC ATION, AND REPLACED WHEN NECESSARY. REPLACEMENT MATERIAL SHALL COMPLY TMP 07800-00-00-017A / N/FTIRESUM LLC DB 4417 PG 283 / 4J�/ DB 2290 PG 421 (PLAT) SP� / UP (� / / gyp/ / WIM 20' SANITARY SEWER EASEMENT DB 792 PG 435 N/F PANTOPS SHOPPING CENTERLLC TMP 078 0-00-00-017D DB 2870 PG 643 DB 4692 PG 584 All) DB 1021 PG 410 ((PLAT) I 40 ,0 , Tfty1R7��A�/ /A/P/ 20'WATERLINE I / �/� //�i� // �i, //// // /�// / s ' CFDC 1 EASEMENT -3 1.50 r DB792 PG435 zzz GM //// EXISTING BLOCK BUILDING TW=352.50 BW=350.0 r HEDGES WITH THE APPROVED LANDSCAPE PLAN. // /'/ / / �/ 00 so 11) CS A / TW=352.50 BW=351.0 / CURB OF, TMP 07700-00-00-04100 / / / COUNTY OF ALBEMARLE //'/ Z// / / / / / // / // / / r / I BENCHMARK - TOP / / ,/ //MH I / ////�� \/ / //// // / (1) PA \ TOOPD354 39 DB 2372, PG.580 i/ / �// / / / // 18" RCP OUT=348.69 BENCHMARK N-389 / fairy / / V E-11 8i . 6 � t � R VED 494 7 4 // , //�/ //// // /No / i PARKING SIGNS ELEV 355.00 /'/'/i/' OX) DES - B HANDICAP PARKING SIGNSse // AR /! BUS STOP // / / SIGN ///// / '�i/ 20'WATE EASEMENT DB792PG435 / EXISTING TREE AREA OUTSIDE OF UTILITIES TO REMAIN: 475 SF TO REMAIN EXISTING / / BLOCK / / BUILDING TMP 07800-00-00-017G2 / N/F CHARLES ROTGIN ADB 3880 PG 673 DB 1021 PG 410 (PLAT) / 1 / 1 / / GRAPHIC SCALE 1 20 0 10 20 40 80 si / W / / / 1 N.F. w / ( IN FEET 1 1 inch = 20 ft. i / / / / / / / / / / • County of Albemarle Conservation Plan Checklist— To be placed on Landscape Plans (Handbook, pp lH-284-111-297 for complete specifications) I he following items shall be shown on the plan: U Trees to be saved, LI Limits of clearing (outside ddphne of trees to be saved); KI Lomtionand type ofpretective fencing; 0 Grade changes requiring tree wells or walls; 0 Pr000sed trenching or tunneling beyond the Inuits of clearing. 2. Markims: U All treed to be saved shall be marked with prim orribbon at a height clearly visible to equipment operators. U No grading shall begin unhl the tree mmfdng has been inspected and approved by a County Inspector. 3. Pre -Construction Conference: U Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Equipment Operation and Storage: 9 Heavy equipment, velucular traffic and sWrage ofcomtruction materials including soil shall not be parmi ted within .he driphres of trees to he saved. 5. Soil Erosion and Stornswater Detention Dedees: U Suds devices shall not adversely affect tr . W be saved. 6. Fes: U Finis ue not pamihed within 100 feet ofthe dripline of trees W be saved. 7. Toxic Materials: 21 Tomc materials shall not be stored within 100 feet ofthe dripline oftrees to be saved. S. Protective Fencing: El Tres to be retained within 40 feet of a proposed building orgrading activity shall be protected by fencing. U Fencing shall be in place and shallbe inspected and approved by a County Inspector prim to grading or construction. 9. TTree Well.: E3 What the ground level must be raised withn the driplim of atiea to be saved, a tree well shall be provided and a corstruction detiil submitted for approval. 10. Tree WaOs: El When the ground level most be lowered within the dripline a tree W be saved, a tree wall shall be provided, and a ccandructien detail submtted for approval. 11. Trenching and Tunneling: (J When trenching is raquirad within Na Iirrdts of clearing, it shall ba done as far away from Ne trunks oftn;as as possiile. Tunneling ander a large was &ball be considered as an alternative when it is anticipated that necessary trenching will desovy feeder reeds. 12. Cleanup: El Prsia ive fencing shall be the last items removed during the final dearmp. 13. Dams Trees: 51 D gedtreessldlbetrealedimmediatelybypmr ing, fertilization or other methods recommended by u bee specialist. NOTE: I IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. 3/05/21 CONTRACT PLRCHASERSICNATLRE (DATE) 511/06 Pepe 1 of 1 SCOTT/R. 0, LLINS7Z Lic. No. 035791,E p 3/05/21 �� ,0 ��„�S70NAL E1:o L9 N z 3 U Z W C 0 I� G o M Q a M 3 N N Wn C'7 � n o 1 WN z N N ' N J W; WL Z� N LU J > LLI n n � r^ c LU - o ~ O J N L90 a?3 c z� �o0 Q ' z o 2 Q W v oc f- 1 W D o LU 0 > z Q E C W J Ul CO n U Z K W L7 W W Z Z w z Z z c W O O III O V v, N O O x O N O w N w U z c ^ a) L.L U U O n W d In o JOB NO. 112066 SCALE o 111=20t m 0 n SHEET NO. m 6 t