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HomeMy WebLinkAboutSUB201500149 Plan - As-built 2022-08-05GENERAL NOTES OWNERS AVINITY ESTATES LLC 455 SECOND STREET S£, 57H FLOOR CHARLOTTESVILLE, VA 22902 DEVELOPER. RIVERBEND DEVELOPMENT, INC. 455 SECOND STREET SE, SUITE 400 CHARLOTTESWLLE, VA 22902 ENGINEER. COLLINS ENGINEERING 200 GARRETT ST, SUITE K CHARLOTTESVILLE, VA 22902 TAX MAP NO.: 09100-00-00-016CO 09100-00-00-016EO ZONE: PRO ZONE: PRO DB 4319 PG 247 DB 4571 PC 88 09100-00-00-016AO 09100-00-00-01400 ZONE: PRO ZONE: PRD DB 4571 PG 88 DB 3472 PC 015 TOTAL PROJECT AREA: AVINITY ESTATES 09100-00-00-016CO - 2.472 AC. 09100-00-00-016EO - 4.982 AC. 09100-00-00-016AO - 4,432 AC, 11.886 AC. TOTAL ZONING: PRO - PLANNED RESIDENTIAL DEVELOPMENT - ZMA 2013-016 TOPOGRAPHY: SURVEY & TOPOGRAPHY PROVIDED BY ROUDABUSH GALE & ASSOCIATES, DATED AUGUST, 2013. TOPO FIELD VERIFIED IN ✓UNE 2017 DATUM: NAD 83 FLOODPLAIN: THERE IS NO FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID 51003C0407D & 51003CO426D DATED FEBRUARY 4, 2005. STORYWATER MGM • STORMWATER FOR AVINITY ESTATES WILL BE HANDLED BY A PROPOSED STORMWA TER MANAGEMENT FACILITY JUST UPLAND OF THE EXISTING SWM POND. ADDITIONAL AVINITY ESTATES STORMWA TER WILL BE TREATED BY A SECOND SWIM FACILITY AT THE SOUTH OF THE SITE SWM SHALL MEET ALL STATE REGULATIONS REQUIRED WITH THE DEVELOPMENT. FIRE & RESCUE- AS REQUIRED, ALL FIRE FLOWS WITHIN THE DEVELOPMENT SHALL BE A MINIMUM OF 1000 GPM AT 20 PSI. ADDITIONALLY, FIRE HYDRANTS SHALL BE PROVIDED ALONG THE STREETS FOR FIRE FIRE PREVENTION AT A MAXIMUM SPACING OF 500 FT PER IRA VELWAY. PROPOSED USES. SINGLE-FAMILY ATTACHED UNITS & TOWNHOUSE UNITS SINGLE FAMILY ATTACHED UNITS 51 TOTAL UNITS (AVINITY ESTATES) TOWNHOUSE UNITS:• 51 TOTAL UNITS (AVINITY ESTATES) DENSITY: TOTAL NUMBER OF UNITS PROPOSED: 102 UNITS PROPOSED DENSITY • 8.58 UNITS/ACRE MAXIMUM ALLOWABLE UNITS WITHIN AVINITY ESTATES. 102 UNITS MINIMUM ALLOWABLE UNITS WITHIN AVINITY ESTATES: 60 UNITS S17F AMENITIES: CLUBHOUSE/PAVILION AREA (1,314 SF, • 1,000 SF MIN) TOT LOT (4,000 SF MIN) DOG PARK (10,000 SF MIN) PASSIVE RECREAT70N AREA (6,000 SF MIN) AC77VE RECREATION AREA (13,622 SF, • 11,500 SF AWN) RICH T-OF- WAY.• 2.27 ACRES OPEN SPACE.- 2.32 AC OPEN SPACE (AVINITY I PLATIED) 3.60 AC OPEN SPACE (AVINITY ESTATES) 5.92 121.13 AC TOTAL AVINITY I & ESTATES = 28.0% LOTS.- 6.01 ACRES SETBACKS FRONT - 6' M1N (WITH VARIATION SUBMITTED TO THE COUNTY) MIN. 18' FROM FRONT OF GARAGE TO BACK OF SIDEWALK SIDE - 5' MIN REAR - 10' MIN INTERIOR, 20' MIN WHERE LOTS ARE ADJACENT TO 774E PROJECT BOUNDARY CLUSHOUSE/PAWLION - 8' MIN FRONT, 5' MIN SIDE, 10 MIN REAR SETBACKS SHALL INCLUDE A 4' FRONT AND REAR ENCROACHMENT OF ALL SETBACKS WIT7-1 PORCHES, EAVES AND OTHER ARCH17ECTURAL ELEMENTS OF THE HOMES. SE79ACKS SHALL ALSO ALLOW UP TO A 1' SIDE YARD ENCROACHMENT FOR ARCH17ECTURAL ELEMENTS AND OVERHANDS, PROVIDED THAT THE ENCROACHMENTS ARE FIRE RATED PER BUILDING DEPARTMENT REQUIREMENTS WHEN BUILDING SEPARATION IS REDUCED FROM 10' SETBACKS WERE APPROVED WITH 774E BUILDING MODIFICATION WAIVER REQUEST WIN ZMA 2013-016. BUILDING HEIGHT. 35' MAXIMUM HEIGHT PARKING. EACH PROPOSED LOT SHALL PROVIDE OFF-STREET PARKING FOR TWO VEHICLES IN A MINIMUM 18' DEEP DRIVEWAY AND A GARAGE. ADDITIONALLY, ROADWAYS SHALL ACCOMMODATE OVERFLOW PARKING ON -STREET WITH ON -STREET PARKING BUMPOUTS (30). TOTAL NUMBER OF UNITS: 102 UNITS TOTAL NUMBER OF OFF-STREET PARKING SPACES PROVIDED: 102 UNITS X 2 SPACES PER UNIT = 204 OFF-STREET PARKING SPACES TOTAL NUMBER OF ON -STREET PARKING SPACES: (1) SPACE PER (4) UNITS REQUIRED: 26 ON -STREET SPACES REQUIRED TOTAL NUMBER OF ON -STREET PARKING SPACES PROVIDED: 30 BUMPOUT SPACES AN ADDITIONAL (10) PARKING SPACES HAVE BEEN PROVIDED AT THE CLUBHOUSE PHASING: THE PROJECT MAY BE COMPLETED WITH A MAXIMUM OF 4 PHASES, AS SHOWN ON THE ROAD PLANS (IN CONJUNCTION WITH BLOCK PHASING) STREETS` CURB & GUTTER PRIVATE STREETS. THE ACCESS ROADWAY SHALL BE MAINTAINED BY THE HOA. UTILITIES S17E SHALL BE SERVED BY PUBLIC WATER AND SEWER CONSTRUCTION TRAFFIC. ALL CONSTRUCTION TRAFFIC FOR THE DEVELOPMENT OF AVINITY ESTATES SHALL ENTER THE SITE FROM THE EXISTING DRIVEWAY AT ROUTE 20. DENSITY.• AVIN/7Y 1. 107 UNl7S/9.243 AC = 11.58 UNITS/AC AVINITY ESTATES: 102 UNITS/11.886 AC = 8.58 UNITS/AC LANDSCAPING, • ALL PROPOSED ROADWAYS SHALL HAVE STREET TREES IN ACCORDANCE WITH ALBEMARLE COUNTY REQUIREMENTS. ALL TREES SHALL BE OUTSIDE OF THE ROW WITHIN A 5' WIDE LANDSCAPING AND MAINTENANCE EASEMENT AND ALL STREET TREES SHALL BE MAINTAINED BY THE HOA. LIGHTING. NO OUTDOOR STREET LIGHTING IS PROPOSED AT THIS TIME. THE FINAL S17F PLAN SHALL INCLUDE AN OVERALL OUTDOOR LIGHTING PLAN FOR THE PROJECT. TRAFFIC GENERATION: TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (87H EDITION) 51 SINGLE FAMILY UNITS (CODE 210) 488 VPD (244 ENTER/244 EXIT) AM PEAK: 38 VPH (10 ENTER/28 EXIT) PM PEAK. 52 VPH (32 ENTER/20 EXIT) 51 TOWNHUME UNITS (CODE 230) 296 VPD (148 ENTER/148 EXIT) AM PEAK. • 22 VPH (4 ENTER/18 EXIT) PM PEAK: 27 VPH (18 ENTER/9 EXIT) TRASH. ALL UNITS SHALL HAVE AN INDIVIDUAL TRASH CONTAINER AND 7HE HOA SHALL PROVIDE TRASH COLLECTION SERVICES. RESERVOIR WATERSHED: MOORES CREEK WATERSHED AGRICULTURAL -FORESTAL: NONE PLACES OF BURIAL: NONE RETAINING WALL: ALL WALLS AS SHOWN ON 7HIS PLAN SHEET AND THE GRADING PLAN SHEET SHALL NOT EXCEED 6' IN HEIGHT. AFFORDABLE UNITS: CASH IN LIEU OF AFFORDABLE UNITS WILL BE PROVIDED (15X): 0.15 X 102 UNITS _ CASH FOR 16 UNITS REQUIRED *ABOVE SITE DATA TAKEN FROM APPROVED AVINITY ESTATES FINAL ROAD PLAN BY COLLINS ENGINEERING DATED 1/16/2018* ASmBUILT PLAN AVINITY ESTATES SCOTTSVILLE DISTRICT ALBEMARLE COUNTY, VIRGINIA SHEET LAYOUT SCALE: 1" = 100' NOTES: 1) THIS PROPERTY DOES NOT LIE WITHIN AN AGRICULTURAL AND/OR FORESTAL DISTRICT. 2) THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS, BASED ON FEMA MAP NUMBER 51003C0407D & 51003C0426D ADOPTED FEBRUARY 4, 2005. 3) EACH LOT AS SHOWN HEREON CONTAINS A BUILDING SITE WHICH MEETS THE REQUIREMENTS OF SECTION 4.2.2(b)l (18-520) 4) ALL PROPOSED EASEMENTS SHALL BE DEDICATED TO PUBLIC USE. 5) STREET TREES SHALL BE PROVIDED ALONG ALL THE PUBLIC STREETS 50' O.C. IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS. 64 tN�a51P S MEOAgNI VMWNM c NUNm cnatecE SOU M RARNWAY HILL CREEK N CFLLO HIGH LAKF RMOM p E EM ARY THIS ,�. r`PROJ6Y.7' to HILL CREEK f� sUunr �� P J e VICINITY MAP SCALE: 1" = 3000' Vl AS -BUILT COVER SHEET V2 AS -BUILT ROAD & STORM V3 AS -BUILT ROAD & STORM V4 AS -BUILT STORM SEWER PROFILES V5 AS -BUILT STORM SEWER PROFILES V6 AS -BUILT ROAD PROFILES V7 AS -BUILT ROAD PROFILES V8 AS -BUILT LANDSCAPING V9 AS -BUILT LANDSCAPING 1. THE ORIGINAL DESIGN PLANS AND PROFILES USED FOR THIS AS —BUILT WERE CREATED BY SCOTT R. COLLINS, PE, COLLINS ENGINEERING, DATED JANUARY 16, 2018, LAST REVISION DATE APRIL 25, 2018. 2. FIELD WORK WAS COMPLETED ON DECEMBER 01, 2020. TOPCOAT AND ADDITIONAL SIDEWALK WERE LOCATED ON JULY 29, 2022. 3. RECORDED PLATS AFFECTING PROPERTY: DB 5124 PG 676 (SUBDIVISION) DB 5352 PG 468 (STORM DRAINAGE REVISION), DB 5110 PG 265 (GAS LINE EASEMENT) 4. VERTICAL DATUM IS BASED ON NAVD 88. HORIZONTAL DATUM IS BASED ON NAD 83, VIRGINIA SOUTH ZONE. 5. = DENOTES AS —BUILT INFORMATION 6. THIS REVIEW DOES NOT IMPLY IN ANY WAY; o. THAT INSPECTIONS WERE MADE DURING CONSTRUCTION, b. TO THE QUALITY OF THE WORK, OR C. TO ANY ELEMENT OR STRUCTURE NOT VISIBLE OR DEPICTED ON THE PHYSICAL SURVEY. APPROVED by the Albemarle County Community Development Department Date 08/16/2022 File SUB201500149 *ROAD, UTILITY, AND OTHER DESIGN DATA TAKEN FROM AVINITY ESTATES FINAL ROAD PLAN FROM COLLINS ENGINEERING DATED JANUARY 16, 2018. AS —BUILT DATA FIELD SURVEYED BY ROUDABUSH, GALE & ASSOCIATES, INC. ALL HORIZONTAL AND VERTICAL VARIATIONS BETWEEN APPROVED PLANS AND THE AS —BUILT FEATURES ARE INDICATED ON THESE DRAWINGS.* AI zU 1� U� O ZO O Qrn � Q OU a .N O9 � O JZ J Z J m Q0 ZOU jr C w w w 0 O - U) z Cc �> LU rn� a F� Ocj U IL (E W QN O z 0 r a s c a 0 ' O z J J co z co z w v= o2f p J w LL or or co oOc a w 0 Z Q 0 z w� z M 0 in On w u a a � c M Q O Z o D o v 00 0 N M U OF D magow 11 J' y L. a gart Lic. No. 4 22841 Oo 8/5/2022 %14eSS'0NAL ENG Q z Z F3 U) w a rr�^- vJ z J _j m LLJ O U) z U C W Q > C17 m Q a DATE: 04/05021 SCALE: N/A JOB: AVINITY ESTATES FILE: 7124 SHEET: 1 OF 9 TOP=513.9 INV IN=509.0 SWM FOREST &OPEN SPACE EASEMENT IDS 5124 PG 676 / ... COMMON OPEN SPACE 5 DB 5124 PG 676 4" HP JV. OUT=504.8 CONCRETE HEADWALL HP )':L F 2.2% TOP=523.0 INV IN=514.8 "'�-•"�•� N INV. IN(8)�513.2 INV OUT=514.7 ^� - _ _ _INV OUT=513.2 5' CONC. SIDEWALK " 5" HP 109.6'±LF p 1.2% , (TV.) ESS R•r p6 qg. DESIGN C. DEGRAW STREET (T'P') _*� 15+64 N o pwm >_ 8+79 , �w q "® DB 5124 PG 6 0 33.2'tLF 0 (TYP.) O 2.1R 24" HP 15" HP STREET CURB INLET 28 SIGN 28.1'±LF CURB INLET 8 � ®8.2% _ TOP=528.4 TOP=522.9 NO PARKING \ STOP - --- INV IN(SE)-523.9 INV IN (YD)-518.4 SIGN (TYP.) INV IN(10)=516.2 INV OUT=515.4SI RETAINING WALL 0 NO PARKING INV IN(30)-516.0 CURB IN 38 SIGN (TYP.) INV OUT=515.8 J TOP=526.6 +' INV OUT=521.2 0 0o p CURB INLET 30 I TOP=526.7 + 20.2 INV IN(30B)=520.7 N a I INV IN(38)=518.9 3 n INV OUT=516.7 MATCHLINE 0 I J 64 30 TOPH528.4 n INV IN=521.4 I INV OUT=521.1 ~ LOT 65 0 _J M 6' PLANTING EASEMENT ,•� p (TYP•) OB 5124 PG 676 j I LOT 66 !!EN I� oEP (') NO PARKING LOT 67 + SIGN ( ) CURB INLET 40 CD TOP 7535. j + COMMON OPEN INV. OUT=527.10 - SPACE 1 1 DB 5124 PG 676 �-- CURB INLET 32 '• Np TOP=533.6 �'S 15 1k05 INV IN(E)=529.2 . --� �0.15 A9^ INV IN(34)=526.7 68 INV. IN(40)=526.7 270 INV OUT=526.6 CO f "' LOT 69 o J • 1 o LOT 70 ' o � 0 j � 4 " u LOT 71 CN 00 II NO PARKING F-- SIGN (TYP.) L.LILj to CURB INLET 34 TOP=546.4 72 0 INV 1N(YD)=541.3 ' .I - I INV IN(40)=538.6 I -I ' INV OUT=538.4 0-) j NO PARKING L 0 T 73 SIGN (TYPd e� � CURB INLET 36 TOP-549.4 ® INV. IN(YD)=545.1 P� I INV OUT=542.7 LOT 74 27.3 j 0 j i 'I I LOT 75 ACTIVE REC AREA-TOTL( I I q �4 Y 11 CURB INLET 22 TOP=525.8 INV OUT=519.2 'STREET SIGN I I CD IINV OUT=517.0 • LOT 102 COMMON OPEN NO P SPACE 2 SIGN 3 5124 PG 676 LOT 101 LOT 100 I LC CURB INLET 14 TOP=534.0 - INV IN(24)=528.5 INV IN(16)=528.4 INV OUT=528.2 LO I LOT 97 NO PARKING SIGN (TYP.) LOT 96 t LOT 95 LOT 94 LOT 93 INV IN(18)=540.7 INV IN(66)=540.1 6+00 ° > I STOP , SIGN r Q I ^y ry�S•ry°l• � i y IC T IN IN �• I II 4.6 HP III p 2.6_F 1 I II 27.0 Lo IJ 19.9 d I I m j 0 75'.HP IP '•-I I NO PARKING .I • ?) SIGN (Tw) LOT 91 LOT 90 I c j CURB INLET 20 TOP=528.1 INV IN=518.6 0 INV OUT=518.5 J Q0 0 - _I I INLET 12 =529.1 Q7 N(14)=517.6 L0 N(20)=517.6 )UT=517.5 0 00 L0 0 I INLET 24 =534.4 O )UT=529.4 0 co 0 F- M� o L0 0 n 0 3 INLET 18 =548.0 (V OUT-541.2 Ln 0 �6' PLANTING EASEMENT y (TYP.) OB 5124 PG 676 0 IDS 5124 PG 676 SWM MAINTENANCE & ACCESS EASEMENT IDS 5124 PG 676 TOP 4 � 2" l� OF COMMON OPEN MATCHLINE CURB SPACE 3 ss DB 5124 PG 676 ` e e 7 e° .. e 4" -5' LANDSCAPING & MAINTENANCE EASEMENT DB 5124 PG 676 ,1- fig' 2 DV OT #57,#68, OR #78 STANDARD CG-6 STONE BASE UNDER CURB CURB & GUTTER & CHECKED BY VDOT NO SCALE PRIOR TO PAVING AND/OR BACKFILLING. (VARIABLE 1t4D774) / MEMOAl 40 21-A STONE BASE CONCRETE SIDEWALK NO SCALE U 0 OP UJ 00 Z P W N O O 0 �¢ o x M J Z Q J Z J P v< Z Ova 0 N W Z N> 0Q P O a W C� W i Z O x 0- Ui H+ o_ w V) Q ,.0/ W z O a w ¢ Q OZ Y J J ca 7, m z z w z � 2 06 O tj ,wn w m w a w a Z Q Q ¢ Z ww 0 Q Q 00 Q r Q H v Q * 0 zN M 41�1�yTH OF DI�� r� cj Jimmy L. Taggart Lic. No. 22841 � 8/5/202 FSS)ONAL ENG W Q �W rz � -7 o Q Q �> H F 0 W w Z J J � m U)_3 HATCH LEGEND z m QaU)m CONCRETE Q STORM DRAINAGE EASEMENT DB 5124 PG 676 (UNLESS OTHERWISE NOTED) • DATE: 04/05/2021 SCALE: 1" = 30' JOB: AVINITY ESTATES FILE: 7124 SHEET: OF 9 : : : �I ~ I I':..II I LLv I I V I 'i• I III'::�I I MATCHLINE OSDMi ! m -I' I TOP52 00 ° &1=521.464 INV ILOT 1 INV 20.0 I .. LOT 6 5 o 2 F _ J L ad IN 6' PLANTING EASEMENT ••� I 0 TOP=534.0 15" HP (TYP.) LL INV IN(24)=528.5 34.6'tLF DB 5124 PG 676 I +1 INV IN(16)=528.4 OR ! LOT 66 INV OUT=528.2 _L qJ. CURB INLET •� : I L 01 9 8 TOP=534.4 • L�> INV OUT=529 i Aa u ! E I IIFI N r (TYP.) NO PARKING 27. LOT 67 ' r _ CURB INLET 40 j o SIGN (TYP.) 1 �•y •;. LOT T 9 7 COMMON OPEN LC) INV. OUT 527.01 I. SPACE 1 / DB 5124 PG 676 NO PARKING F- CURB INLET 32 SIGN (TYP.) O I ! .3 R'S 15 N� INV IN(E)=529.2 19.9 INV IN(34)=526.7 6 g I ® INV. IN(40)=526.7 ! INV OUT=526.6 ce 27.o LOT 96 CO LOT 69 I �-- 20.1 L 0 T 95 11 • L U. Cfl r: ! NO PARKING O I - - -- 0 J i =1 H I o n i. w LOT 70 LOT 94 F I O �:� co J I N- I LOT 71 o I c`III LOT 93DO LY l ff SIGN (� I m U I� CURB INLET 34 / 2 CURB INLET 1TOP=6 TOP=548.1 INV IN(YD)=541.3 INV IN( 18)= 540.7 '1 O " ! INV IN(40)=538.6 I 34.0'tLF i. ! INV IN(66)=540.1 0 7.6% >'• -I NV OUT=538.4 INV OUT=534.5 - -"---- CURB INLET 1 TOP=548.0 • 'o s' I - P� p . I INV OUT=541 NO PARKING L 0 T 7 3 NO PARKING . Q SIGN (T1P.) SIGN (TYP.) / I CURB INLET 36 / ' 1h ��`•�� I i TGP=549.4 k ®� •- j LOT 9 1� INV. IN(YD)=545.1 '• P� INV OUT=542.7 27.3 ;. LOT 74 o LOT 90- qJ. I N I CD I LOT 75 ®+� I J o LOT 89 � I + I LOT 76 - LOT -' I LOT 77 `y I I LOT 87 o I qJ ! LOT 78 CURB INLET 66 j I TOP=554.6 I I 19. L I INV IN(YD)=549.3 INV IN(60)=544.1 INV OUT=543.9 a I ppyEMENT MARM I L0T 79 I' }IL (TP•) • NO PARKING I .i I uL '..i I F--I SIGN (TYP.) ! 00 r. + LOT 85 �r I LOT 80 E; : I LOT 84 I o I I LOT 81 CURB INLET 60 r- TOP=551.9 I CURB INLET 64 NO PARKING INV IN(62)=545.2 TOP=551.9 O 00 Q0 ! I SIGN (TYP.) INV IN(64)=545.2 ;� INV OUT=545.4 LOT INV OUT=545.1 I )� 00 0 L0 ..4 0 4 0 CD F-- O -O L0 F- O L0 F- O 18 Ln 2 N F- O PLANTING EASEMENT (TYP.) DB 5124 PG 676 F- O L0 0 F- O MATCHLINE COMMON OPEN SPACE 3 DB 5124 PG 676 5' LANDSCAPING & INTENANCE EASEMENT DB 5124 PG 676 Ln O 0 O J J F- LOT 82CURB INLET 62 3�1-f SIGN `Y O To P=555.7 39' O F- O O O O I I INV IN=546.9 STREET - . - INV OUT.546.9 27.8'fLF J •--I J J CURB INLET 56 '�• I .SK,71 -'-®1.5R --- -- CURB INLET 58 ''•. 1C TOP=563.7 IN OUT=555.7 0 5 I INV OUT=558.2 - " STOPI ET v qJ. H q25• } MOFF T STR ® 6' PLANTING EASEMENT t �� 5" HP 155.3'tLF 01.1R " Q7y SIGN R _ _ _ V WIDTH PRIVATEt) (T,•p.) 00 ( B-rJfi24 PG -&76 DS 5124 PG 676 e , _ CURBOPLE56.3 CURB INLET 50 • - - - - - INV IN(S)=551.5 _ _ TOP=544.0 CURB INLET 54 �� / TOP=564.3 INV IN=555.1 INV OUT=555.3 L0 N N N N N N F- O � J O J F- O COMMON OPEN - SPACE 4 DB 5124 PG 676 N O OQ 0-) n O N F- F- F- O J O O O 0 J wo I pres-0--s- p I I y1f6• 1 2' STANDARD CG-6 DOT #BASE57j , DE CUR STONE BASE UNDER CURB CURB & GUTTER & CHECKED BY VDOT NO SCALE PRIOR TO PAVING AND/OR BACKFILLING. N / CURB F- O O J \ INV V IN V C -j CURB INLET 46 INLET 42 HATCH LEGEND CONCRETE a v' STORM DRAINAGE EASEMENT - DB 5124 PG 676 (UNLESS OTHERWISE NOTED) (VARIABLE WIDTH) v .. 4" 21-A STONE BASE CONCRETE SIDEWALK sza.a F 24.3 I Q� �a9� kV a i . ryh O h •M _ 17i'00 - - 1 _ 6' PLANTING EASEMENT 1 MID. CURB INLET 44 DB 5124 PG 676 {. TOP=531.8 INV IN(YD)=527.2 1 INV OUT=525.0 O F-I 00 C-) J Lc) c0 F- O ~ ~ O O O O O all NO SCALE SWM MAINTENANCE & ACCESS EASEMENT DB 5124 PG 676 WALL " HP OUTLET V=497.8 �10 'm 37.45'(110 COMMON OPEN SPACE 3 DB 5124 PG 676 OM FOREST & OPEN SPACE EASEMENT DB 5124 PG 676 U O o,0 Gn aP 00 Z P W N O 0 O 0 V)¢ o x Z Q J Z P O] v a zJ 0 3 0N W N> 0 P O a W W LL z O > Q x U � M o w 0 z 0 a W a Q OZ Y ca H Q Z7, W Z �2 06 o ti w v LL m w s a w a z Q Z w t 0 Q Q o� Q a r Q \ V \ Q u' o Q 0 � o ZN M �,I,T H Op Jimmy L. Taggart Lic. No. 22841 O,n 8/5/2022 �? FSS7 ON AL ENG VJ Q z��� w 1.- Z � o Q Q r- > Ln n LL � Q z J � n 0 o - S `w } `r Cn J � � o m Q \z Q Q DATE: 04/05/2021 SCALE: AS NOTED JOB: AVINITY ESTATES FILE: 7124 SHEET: 3 OF 9 r —0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 STR 58 - OUT 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+5012+75 HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 5' J U O o,0 Cn r Q� 00 P N N O 0 Q o x rT, U M > r J Z Z ❑ J Z J P O] v Q 0 wi z N> U' P O a W C� W LL Z O = aW v7 Q O z O a 0 0 O z Y J J G ❑ c0 Z Z W co O n LL w K m d Q ❑ w ❑ Z a Z w z 0 ❑ ❑ 00 Q ❑ Vl \ \ a r O inr O 0 zr 0 N M Z 1p?�4OF 1> r� Jimmy L Taggart Lic. No. 22841 2022 FSSl ONAL ENG VJ w �— Q z (J-) LLJ z 0 Q a>CD > d ° z J �� J p o � LLI J �zo� m a >m c Lu ch a Q DATE: 04/05/2021 SCALE: AS NOTED JOB: AVINITY ESTATES FILE: 7124 SHEET: OF 9 5 520 515 510 505 500 495 492 STR:50 VDOT STD. DI-3B, L=12' 550 STA.-0+04.04 TPB INV OUT: �'P TO 48 537.7 STR:48 VDOT STD. DI-31313, L-10' STA. 4141.T8 0+30.8 545 TP= 543.E `NV IN: 5z56-56 TO 50536.0 INV OUT: §3S--�9 TO 46535.9 PROPOSED 8" C . 52 AP W/L 540 1.0 RNG-S L r� o Uc D. LO 5Go N cc:)) �0- -> J o Q + o � + 0 o 7 H cr a 11 o o \ U7 Ln H > \ 1. 55u J } n m Z O cc Q >> H� � 0 ZZ 49 \\ PROPO ED FIRE STR:46 VDOT STD. HYDRA 7 DR TWL DI-3B, L-10' G-s/L \ STA. 1 545 _ TP=�r31 vN 531.9 INV IN: 524.81 TO 48 524.2 535 14- 3"14, \\ _ INV IN:TO 44 524.4 DRNG (1.4' S/L) INV OUT: 5-; TTO 42524.3 APPRO IMATE © 540 47 \\\ .-2-2-IT� e �\ \ LOCATI N OF 530 15" ci_. 4i ` 2 DI W/L ROPOSE D STR: 42 VDOT STD. 149.7 LF ®8.2% 4.8 LF 04.9% GRADE DI -KC, L=10' STA. 41 535 EXISTI G GRAD INV IN: TO 46 513.2 95 78 INV OUT: `�F TOM 530 4�520 %N ._7S, 43 r l �WA 515 510 4DRNG- (\ I 505 \ 498I BW 500 HP 1.1 1 495 492 h L" M I� .0 O w O I� .0 00 O M LOLO O L" L(1 O 0) LO It M N It N LO ^ O i.,j r Ln ui 00 On c j LO N LO LO Ln V) n N n N V) Ln -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 3+75 STR 50 -OUT 560 560 555 STR:64 VDOT STD. STR: 18 VDOT STD. DI-3B, L-4' DI-331 L=6'_ STA. 0+00.00 PR PC' STA. 0+00.00- TP-554.94 51. c ADr ' 555 TP=549;29 INV OUT: 944.4@TO 16 INV OUT: S4§9rr TO 60 545.4 STR:60 VDOT STD. 41. i ' DI-3C, L-6' STA. 4 1 11.419 0+27.8 �(TO 64545.2550 5 TO 62545.2545 �omTO 66545.1PROPOSED 4INV 8" CL 5 DI W/L (1.1' DRNG-W L) PROPOSED 8" CL. 52 D W/L(1.0' 6545 DRNG-W/L)545 540 -R�� 3 - n� 1�P5;2 �4 PROPOSED 8" CIL 5c DIPS/L 27.8 LF ® 0.7% 1 I , 540 5- 4 540 535 50Ull 1.T DR G-S/L, 538 538 532 F >> L 545 GRADE 555 STR:16 VDOT STD. GRADE GRADE DI-31313, L-10' 540 PRO STA. @ 1 ' TP--z5�8.26 548.1 STR:24 VDOT STD. OSED INV IN: o11.T ;TO 18 40. DI-3BB, L-12' \DE INV IN: t2t6-t( TO 66®.1 STA. 0+02.83 INV OUT: ��r TO 14 TP=4 44 34.5 INV OUT: 5��4 TO 14 545 520 EXISTING GRADE -P ROPOSEI 18" CL. ` C-4 Lo 52 DIP I V/L ' p� � (1 1' DRN -W/L) ` LO o� STR:30B VDOT STD. MH-1 N) � o STA. �++S-?r3 +44. o 00�\ TP=ter® OGF ~i +� ~ ~ INV IN: TO 32 [1. R ACO�M � _INV OUT: �ZB Pry TO 301E o 0 m n �0 ro ZZO o + 0 �� +m Q II >>> 33 PROPO ED 6" CL. 0 II J 52 DIP OR FH > ASSEMBLY BLY m - DRI -W � - z 0 M Q I > > > H H W Z - Z Z APPROX MATES 0 (n � LOCATI N OF rn � r PRO p R P E 8" CL. 00 LC �o o HORIZONTAL SCALE: 1" = 50' o 0 +c VERTICAL SCALE: 1" = 5' 530 530 N II XISTING STR:6 VDOT STD. STR:28 VDOT STD. > J FL: GRADE i DI-3BB, L-6' DI-313, L-6' O D� z_ STA. T61 63 6J 1+49.6 STA. 0+03.73 ¢ > TP-ter 527.8 555 TP-t22.81 cn INV IN: `5 TO 8513.2 INV OUT: TO 26 15. INV IN: 514.t55 TO 26513.4 44 �,n PROP Os D INV OUT:2s TO 4513.2 GRAD 550 520 520 OPOSED 8" CL. _--,,-PF 52 DIP /L (1. DRNG S/L) F 1 545 515 27 25 515 ®. H fan 510 15' N::ReP 15" � p 550 550 NW �0 . LON 109.E LF ®1.20 0.Lp N N 00 � N N N N N �Ln L �LO �� 545 545 ROPC_ LOT 62 W/L L STR:8 VDOT STD. DI-31313, L=4' STA. 126 5F 44. TP= eS I528.4 INV IN: Fes& TO 30516. 15" fl_ +�J r' NV IN: TO 10 INV_OUT: �4F; 64 TO 6� 74.E LF ®8.3% ® PROP SED LOT 62 SAN LAT. a' MIN. sAN-DRL 18" z-H P 18" �. H TI 39.�r� 29 i.55z- 2-1 515 33.2LF®2.1% 8-1 IO 0 r It r N m 00 O^ r'l M LO T) LO LO LO LO LO LO It LO LM LO LN LO LO 0+50 1+00 1+50 2+00 2+50 3+00 3+50 STR 36 - STR. 8 545 540 i /Fr""AD"E R 540 pq 4,� V0:31 540 535 535 STR: 14 VDOT STD.cf) + STR:22 VDOT STD. DI-3BB, L=6' RO OS D8"CL o moo,, ' \ DI-3B, L=6' STA 4.49ITT-in STA. zn +® 5 DI wL T' T K', S/L'; 11 .c' TP=ter® TP=� .�� 534.0 > v INV IN: TO 16 528.4 530 0 IT z T n ca�n NV OUT: , TTTO 20519.2 530 INV N:-i4r�r TO 24528.5 N m PROP M7 GRADE SED PROPOSED 4"S/L LATERAL FOR LOT 62 INV OUT: Sii- .69 TO 12528.2 I Q > (2.0'S/L-DRNG&2.5'S/L-W/Q V7 0 U) z (ASSUMES 2.08% SLOPE WITH AN INV. AT THE MH=521.03') STR:12 VDOT STD. DI-3BB, L-6' 530 STA. 8 SS.SS 1110 525 MTP=min C1-/ O/` PROPOSED 8" CL. 52 DI W/L = , INV IN: a rro8 TO 14 517.E 540 (3.1' DRNG-W/L) H INV IN: 59�frTO 20517.6 LU z47 HGP INV OUT: 5 7CrT0 10517.5 -15' 3-2 3J 6J�a rT 34.0 LF ®1.5% PROPOSED 8" CL 5o DIP S/L 525 23 525 520 21 520 ('.0' DRNG-S/L) 3-2 w 535 HP C-o' DRNG-s/') 15" �-Hi--RAF 15" +�+�� 15" P . o ROPOSE LOT 61 c r 42r_ or n W/L LAT. 532 34.0 LF ® 1.57 520 520 515 c o sswG (1' MIN ) 4 2- LF ® 2.2% LO "' W LiLO O L W LO 0,CV 0)J J N J n Ln W Li 00 00 W It � 4 Lo LO U' 0to LO '2 L0 L0 W L� L� 0+00 0+50 0+75 0+00 0+50 0+75 0+50 STR 64 - STR 6o STR 18 - STR 16 STR 24 - STR 14 m r N 't M00 LO O LO � � Ln 0 U-) 0+00 0+50 1+00 1+25 STR 22 - STR 12 0+50 1+00 1+50 STR 28 - STR 6 540 STR:40 VDOT STD.- DI-33, L-10' STA. 0+05.00 535. TP=;91.8T� 527.1 INV OUT: 5 TO 32 1535 530 "T V� 540 STR: 32 VDOT STD. DI-3B, L-10' STA. 1 +70.76 E TP=S 533.E t �4 TO 34 526.7 +�3 TO 40 526.7 : §ems TO 30B526. PROPOSED 8" CL. 52 DIP W/L 1.0' DRNG- 525 - 15" BE111 RISP- 37.8LF®1.1% 520 520 515 515 ON L6 LO 0+50 STR 40 - STR 32 540 540 540 540 STR:44 VDOT STD. STR:46 VDOT STD. DI-3B, L=10' DI-3B, L-10' STA. o+oo.o _STA. �-rs�535 535 s� + 4.5 z TP=§31$'r 531.9 TP=§4a� 531.8 §21 81 INV OUT: F TTO 46 525.0 INV IN: �� TO 48524.2 INV IN: S2�r TO 44524.4 INV OUT: o� 'rTO 42524.3 iR STR: 38 VDOT STD.: DI-3B, L=6' R',DE 530 STA. 0+05.00- ®TP=ozv�r 530 530 OUT: §_'.-�To 30521.2 gnDC - -PROPOSED 8" CL. 1 52 DIP W/L PR POSED "CL -F (1.2' DRNG-S/L) 52 DIP W L 525 1 525 DRNG S/L) STR:30 VDOT STD. 525 45 525 DI-3BB, L-6' STA. 3-F6�res TP=�rEM 37 INV IN: & TO 38 5" H N�S� 520 INV IN: Si,9.48 TO 3C T' H r ; 944 14-13 INV OUT: S�S.Se TO E 520 34.5 LF ®1.7% 0 © I 5" P 20 8nv-vo- 1�F G) 9.iai'c 515 28.1 LF 0 8.2� 8-1 515 515 (1.0' DRNG- /L) 512 1512 510 510 O L O L r`7 NO7 O 10LO 0+00 0+50 0+75 0+50 STR 44 - STR 46 STR 38 - STR 30 U 0 0,0 o r Q 0LLI 0 (-) o 2 a Z W N O U 0� �> 2 V U J z Z Q J Z J P m v Z Ov o= > ° N 0 o U Q� o- W C� W W Z O = 0- 0� H+ aW a� Z 0 a a 0 0 OZ Y J J ca z o m z W 06 z � � O ti v LL on w K d w Q a Z Q Q Z w 0 0 Q oQ a G Q ti ino b `^ aoo ZN M �yTH OF DI�� r� Jimmy L. Taggart Lic. No. Q- 22841 8/5/202 FSS/ONAL CNG V / U) Q Z LLJ z G_ L LL Q J Q Fr-> Ln > CD a Z J w J 0 0 i Lu J ~ W V, z o G_ 2 J m Q U) /f Q DATE: 04/05/2021 SCALE: AS NOTED JOB: AVINITY ESTATES FILE: 7124 SHEET: OF 9 I, HIGH PT STA: 11+47.96 HIGH IT ELEV: 555.�!� 554.9 LOW IT STA: 10+50.00 PVI STA:11+62.12 LOW IT ELEV: PVI ELEV:556.89 LOW PT STA: 10+15.00 PVI STA: 10+75.00 5521 K: 7.05 LOW IT ELEV: 551.4 551.8 PVI ELEV:552.59 VC:98.00 PV K: "1 /.U"1 q VI EL V: 551.39 LVC: 0.00 SD=12 ' M 560 K 2. G 00 560 ^SD 230'00 VCS: 0+10. 0 0 0 BVC ± v j 551.7 : VCS: 0+ > EVC 8' 551.8 &i v m - " w LOW T STA: 14+ 5.00 SSD= 555 > > �- 'MIN.COVER LOW IT EL V: 529.4 555 OV R WATE MAIN + 5000 �� PVI ELE :531. 1 23X K:1 7.14 550 " - \ 550 AS -BUILT SURFACE GRADE SSD 124' 00 8"x8" TEE \( D Q) ' 1" A.R.V. + P OPOOIP SEE 8LCL.5z 8" 6" T E \\ m 545 .0' DR G-W L 6" G. - U > Lj 545 63 F.H. a.8% PROPOSED "CL. 52DIW/L__--�) 'I � (1.1' DRNG-W/) N/­WA 8" CL. 5 D.I. 540 L T49 TERLIN ��� 540 A 4. LAT. LO 50 SAN. LAT. OT Si \ 5 N. LAT. LO 5z � \ 535 SAN LAT. 1-INUNE 8" c.V. \ 535 SA , LAT.ul W \ LOT \ y ` - SAN. LA \ Q j 530 LOI w 530 F 3.4X w w 8"x "TEE z " � W 1 -15 ' G.V. PROP 5ED 8" L. 5z DI vi I- O SAN. T. a 0 525 U- 525 2 3 522 F Z F 5 OT N. LAT. LO SAN 58 LAT. LOI SAN. 6o LAT. 522 > > W W dF I 0 ry4{ J1 yIl LOTs9 SAN. LAT. 8"-90° B y'• M (ND a n y11' u c�v rA N w u� u� u� 4tiLL''' u) 4¢jIJV u� OT61J n Ili SAN. LAT. 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 20 MPH DESIGN SPEED MONTAGUE STREET] LEGEND = AS -BUILT SURFACE GRADE HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 5' 15+00 15+50 16+00 16+5016+75 EX5TTV OR 10- 1 j "-2" SM-9.5A SURFACE COURSE 0-3" BM-25 INTERMEDIATE COURSE 5"-6" COMPACTED AGGREGATE BASE COURSE, VDOT #21A OR #21B DEPENDING ON ULTIMATE TRAFFIC LIMITS AND UNDERDRAINS / COMPACTED SUBGRADE ASPHALT PAVING - ROADS NO SCALE: SEE CHART ABOVE FOR MINIMUM DEPTHS NOTE: PAVEMENT REPORTS INCLUDED IN BOND RELEASE SUBMITTAL PACKAGE INDICATE THAT ALL ROADS HAVE BEEN CONSTRUCTED TO THE SPECIFICATIONS SHOWN ABOVE. 7lrILAL r7r7Yd76 3IIL637- 3.Z&lIVIY (I'AIC /1777777 7[(/N/ Dh'CRAI® STRd'hT, B8'RGL'N STREL'7; .i/ONTAGUh' STREET, 8. 7lOFF.4T STRL'L'7' PARSING IN 7" 1®IBE BUA(P OUTS ONLY NOTES: NOT TO SCALE NOTE FOR ALL ROAD PROFILES: VERTICAL WATERLINE LOCATION IS FOR ILLUSTRATIVE PURPOSES ONLY. ACTUAL DEPTH OF WATERLINE WAS NOT FIELD VERIFIED BY RGA. 0 0 O Ln + LOW IT STA: 8+17.50 LOW PT ELEV: 5z4r65r 524.E II PVI STA:8+00.00 PVI ELEV:524.83 K: 34.56 cf) LVC: 35.00 Y LOW PT STA: 8+95.46 ¢ n rn BVCS: 7+8250 W Ln BVCE:LOW IT ELEV: 522.30 � s 525.9 m EVCS: 8+17.50 PVI STA:9+00.00 II VCE: SD=940' 524.4 K: 1 .41 Q w 540 HIGH T STA: 6+ 4.14 LVC: 165.00 0 w 540 LOW IT STA: 6d 04.56 HIGH IT EL V: 528.E 0Lc� _19 0 03 LO PT LEV: 527.8 PV STA: +22. 6 I-SSDm1 N EXIS ING V RTICA CURV N 4 P ELE 529.0 ' 00 N PVI ELEV: 27.27 \ K:1 .3-3 o m 284 ` VC:1 0.50 w w O 535 Gi > > 535 BV S: 5 98.88 c, \ CN m m w VCE: 527.8 AS -BUILT + ' \ + ' SURFACE \ VCE: S D=123' \ (NOT ART F 527.8 GRADE E EV. 528.E 530 >in\u THISPLAIN)530 O0% 2gX O W TIE INTO AVINITY I CONSTRUCTION STA 10+DO.0Ci \ \ ELEV. 525.3 5.1X `\ VDCT STD ' 525 2'x " G V CD 1 VDOT STD. 525 " VDOT STD. LOW PT STA: 9+ 7.50 "- 45% CD- ' LOW PT EL V: 52 .72 8%6" TEE TIE INTO / W/L PVI LEV:5 7.85 1-INUNE 8" GV. 520 1-6" G.V. Q RE OVE E B /0 K: 25 00 520 8' CL. 2 D.I. O WAT RLINE Of / BVC 9+8 .50 PROPO D8"CL. zDIW/L P POSED 'CL. ` Z / BVCE: 524. 2 (6.2 DRNG-W/L) U 52DIP ' L \ H U EX 8' CL. 2 + U (1. DRNG S/L) / EVCE 534.10 515 w N ¢ • N D.I. ATER INE EXIS ING R ADW Y CURVE 515 co M 7t / 7 1 27 z 0 W J 1­- U Z 510 Q zco iM W 0 W �W 510 m o� 508 z � z z °+° 508 - - Lj CID w co �Li LC6 ro In In ro Inm N N M M 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 20 MPH DESIGN SPEED DEGRAW STREET 10+00 10+50 11+00 11+50 12+00 A Uz 0 OP �UJ UJ P � z W N O 0 O UQ �� c Q J P m J - Z J v z0 0En W N> P O a w 0 W Z = O j c� aw Q v7 Z 0 a Q Q Oz Y J J co coz 7, z W co z � � 0 tj Wn LL cow a w a z Q Q a z w 0 o�Q0 Q a Q a in O r 0 o 0 .--i INM z �yT H OF DING Jimmy L. Taggart Li No. 22841lp ��� of 8/5/2022 �� FSS/0NAL ENG c/) Q z w z U c7 G_ L� Q a> d(j oz o W Z Q J w J O0 CD (> J J o w cn Q cn m Q a Q DATE: 04/05/2021 SCALE: AS NOTED JOB: AVINITY ESTATES FILE: 7124 SHEET: OF 9 I, HIGH PT STA: 10+35.87 HIGH PT ELEV: tbt.98 563.6 PVI STA:10+85.87 PVI ELEV:562.96 L 12+50 13+00 13+50 20 MPH DESIGN SPEED HORIZONTAL SCALE: VERTICAL SCALE 1"=50' :1"=5' 16+0016+25 1 1 "-2" SM-9.5A SURFACE COURSE 0-3" BM-25 INTERMEDIATE COURSE 5"—'6" COMPACTED AGGREGATE BASE COURSE, VDOT #21A OR #21B DEPENDING ON ULTIMATE TRAFFIC LIMITS AND UNDERDRAINS / ASPHALT PAVING - ROADS NO SCALE: SEE CHART ABOVE FOR MINIMUM DEPTHS W It: YAVtMtNI KtYUK I INULUUtU IN UUNIJ KtLtAJt JUtlMII IAL YALAAbt INUII.A IC }HAT Al I RnAf1S HAVE RFFN CONSTRIICTFn Tn THE SPFCIFICATInNS SH(1WN ARnVF JJrJOAJi rJIWVAJ.Z JJJW.ZJ •730JJ(RY (VAJG /YJ"JJJ JWWI DECRAF STREET, RERCEN STREET, "ATACUE STREET, & M PPAT STREET PAREINC IN 7' NZOE BUVP OUTS ONLY NOT TO SCALE HIGH PT STA: 11+20.49 F5-66--21 HIGH PT ELEV: 5615.,t5 HIGH PT STA: 11+85.00 PVI STA:11+20.75 HIGH PT ELEV: r 565.2 PVI ELEV:567.19 PVI STA:12+25.00 K:16.30 PVI ELEV:563.98 LVC:100.00 K:16.71 p n SSD=226' n LVC:80.00 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 20 MPH DESIGN SPEED MOFFAT STREET i Uz Y--�I 0 OP LLI 00 P 0 N N O rT, O ¢ o = Q n O 0 J P O] J Z Z J v a z� of 0 wi w z = W N> P O a w 0 LL Z = 05 aW Q cn Z O a of 0 O z Y J J H 2 c0 Z cW Z N Gco O J N LL ca w K d W a Z a Z w z 0 0 p 00 Q � 0 a ul O b � � � V O W O .--i N M Z �o����yT H OF DISC r� U � /� y a 7 Jimmy L. Taggart Llc. No. 22841 �,n 8/5/2022 �� FSS/0NAL ENG A Q (n Z in w w QQ�> CD U) a co o Lu Q J_ CD U) J J Q' 0 w m aQU)Q Q DATE: 04/05/2021 SCALE: AS NOTED JOB: AVINITY ESTATES FILE: 7124 SHEET: r Ty Sin 64 J 46 1 r L A,y�ni 9 .z5 e,° w �l'iiPTLE6St';i AI STE AWA: , �1TI�J �ta�E attTiC �7��s1 Elm +I, 2 G CANOPY CALCULATIONS: �� RO j 41TMVMW p , t IEMOWM � q 1 PARK CIRCULATION: fi W'3filLEI.�tT�"ITII#!i!"tl14TYM�9'•I[I'-IS+�a�_r.4'k£4,- NA T - ��tfil1��{}��ryp��j�'0WTU115 �;;� i�lj��lly=6i A ISd8X ,1���[ A t11f'� CALCULATIONS: �j� yid `(�(F�" REITar`M;YiTiiALi'..i}r 9ffW A�t:+1}, 1 4 "{I74S1E"IIFJi#LEst:ff MEDIUM : 1 T a - d e® d ' oo ®a ° L r f r r �om fj r I. ff y ,r I ,I I II FI t A i I t I Ell 11 M? Its A-) Wok �fl Ir. 1 d m R.. A PIf e —. q. © L � � I' m- 3r r ' I 'pq�` }���g.-7a� '� � �y •=F � �, � . �r .3k� }1r� � � I A �v w ._ L 5 7 e, .",.y„; i f. i ,. `jy i "�asnh.'i •�.��,,,, �y q v ,A y 1.V e l _.__ Ms 1 ll. ^11k3 {I y[� 9£W (61) QP ..5 Ell : 55II I� L ETA �i TOTAL # OF AS -BUILT STREET TREES = 4:. R' "4�fst T6TALSITE QUANTITY COVERAGE (sfl Tim l9EK 3lPA"l PINOAX, _ . 9022 cat. 4n 1 61 1 28,731 ' ' lao owl_ _ _ V, 52 22,048 3 . IX 'llA=m11'om oa kcH 13 5,161 ur 24,534 "EROTO""'1fRMS AQ Imo__ .. _ 9MY ski �1AVWGA1� ARAklloZ �7� � 17 1,t)21 693 N Rt TWE-M WIRLY N&I 4t 22 968 LIM MjE&%AMAWM_ffA ... FYL• -C CT#l.___ _ R A�'Va'lWl 7 gyp'" �$9 g� iwd Erl :. gr sr Cad ' `aC�q I !yx?�.I(�if "T�� 'i" I� t1 w". - °�, . • _-- - k— _ , - _ - e .,,. a y �' ,�� 'fyy� 9�+s . , ,6; 3•r� i r _t .�� �i. •d1_ . #g " 8 t� Yr - R a r bM . ems. , STREET TREES HAVE BEEN INSTALLED IN APPROXIMATE LOCATION INDICATED ON APPROVED PLAN UNLESS NOTED OTHERWISE ON THIS SHEET. SPECIES HAVE NOT BEEN IDENTIFIED BY RGA. ONLY TREES CONSIDERED "STREET TREES" HAVE BEEN CHECKED FOR COMPLIANCE WITH DESIGN. p Ai Lll'JE Cc #s_N $48 mho® `ti i --.,_jai. 'W:f,v', L1�su Ir owIllIm,�smom im"" Rx"" $Now *00014"W 1 r U w 0 0 `0 m o• � Q 00 z P W N O 0 O V) x , V=)3 J z QJ z 0 m v n z0 0 o w O V O � wcn zw = T> LD Po < O xw C� Wz O 0- Ld �+ aW v7 Q z O Q W a Q Oz cj Y ca H 2 z m z � W � � co O d ti n LL w s m O a w Q Z Q Q z o 7)o Q 00 Q r Q in in u o r o o ZN M �yTH OF DI�� Jimmy L. Taggart Lic. No. 22841lp O, 8/5/2022 FSS/ONAL ENG vJ Q W U z � c� z << > Q i > d 0 o w u Q J J O \ M� W Uo Q \ U) LLI LIJJ Q Q Q DATE: 04/05/2021 SCALE: AS NOTED JOB: AVINITY ESTATES FILE: 7124 SHEET: 8 OF 9