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Home My WebLink AboutSDP201400047 Plan - Approved 2014-11-05GENERAL NOTES FO D OWNER: 032Go -oo -oo -000Bo [D) WOODBRIAR ASSOCIATES PO BOX 8 - ,, - r / ♦• i , \ 1 ; ` , ,•r,J / /J1f ,\ \ �� , \ \ \\\ \\`\, �` \p ' „ \\\ , - - r !R C` �= \\\ \\`v 1r �4r, '. %/� /I Imo.`. ` '_/ // // -\ ,`r \ ` _ I r J• r % /Jl`1{� t , \� \` \:��\� \�' r \\{� l,1( _ `�` `- ./ / // _ t 1 �- \ \41ni �'O /1 / t / 1 t I ,.' i`' � \ l 1{ t t { \ °f\ `� :. J \i' I i ( `. \`� 1', It `\_ �� ', ' _ �\` ^ \\ \\`__ � _.�J�`��j\ \ '- �� -- - '-il / \\"'•= T /' /J l r I +��:: -':rt t�1 tl, 1 J ' \ =i�'� =��. -- \ t , , I 1•I I , r t1 J 1 ` \\ \ \` \` t,%1`')� I ( 1, 1 \`:::\ ,� \� \\\\ frl,l /, ' \ ,. - {/' ^^ \._ �� - � J � (� ! t i 1` \'1 i•i J�1ri �IJi '��, \ \� \\ \�` \\\ \ \• ` \\ ��` `` \\` \I 4 `\ `. \ /,' /1111 ' _ -_ ^L 'ti i / r ' r ! ' \ `\ , 1 , �• 11 ilf / //: /.'� /'J ,i: %'�'�' ^\\/ ` \�\ `�`, \\ I I . 11 ,`\ \`,tQ(l -r�/1 `\ J 1 1\`.`.` ,` � - / /i l '� 1 / ' / / /• / 1 / / , / / 1 r � / 'r' I � /' � i -_”' ` \ \ \ \ \ I t J \ 1 \ ` \\ `\ \ ' f "/ � `� � -ZA_; / " \ ` l _ _ _ � L n�\`C'Do \// r,1 /;(t'�i' // JJ /''�—f/tl' I'1' '- "'--_-=_---- ) \`\�\` r \. �,`\ ` \ 'L t ✓ 1rr .' _ = �� // 1/ /lr r -- :.+.� %'s; �yJ �/�� %�- �.- i --' // _ - l ! /�/ /', // , /� /'��_+ _ _ JrJff 1 { 1 r \ \ •- { i .-_ ,. ', i / 11 �` \\ \ / / 5 -�`�` __ ' - - -'i / /// / -' - "� � '/ /'i .. __ "` ..__- - _.. / / /111 / f / J /j / /� / / / � �.�~- -..`_� 1 I I ' I 1 -•� ^/` `- i ' I i / 1 1 r � ` __ -._ ___-'_ -_ � ^''\, _ �'"' // '. -,''" 'l'', �' /�IJ' t I: /�i(i r_ `Y ', '� J � / i'� /„ \ - ♦ � J/� `3� �l't1J \111/ / 1// \ `\ `` \ \Il\ \ t ^, '/ i ,_ .%� j (, i �� '� -_.- - -•"Y '\ \ 111111 _ X �'��k \\ \ �(( �� %,�%- ,�,,Ij11111111111'III,i/i ,o ,J \ _/ \ , \ \\ �r ' �Klf� 1�If / -�t�i i^ - - - - _/ Y- , , - � \\ ` ♦ .// / /'/ /, /f /'' / { 1111 "11111 N +` 1 JJ �1`Y'\ 1 / ,4` \ \\ J i'� _� = l \ ; / / ' ^'.,, 1 \ \ -- j ` ,. � s. \ :. % %' /% ��' 4�t'�1',n�;all�`t';��o'i 1 \ '- _ t 1 v\ `\ • ` t l \\ i / _ y�� \�� STATION \\�``� o�- i� J t_ yK\1 ;;\` •�''� ;`.\^ _ \ - \ / f 1 ,"./ _ _ _��L.t_._ \•_ T _ - _ _ = r -__ __ _ __ _ _ ��i ✓r', ✓i "J L d4\ ter'/ , . - . _ - , "`r'�— -- ____ _ -"�C�^C ---' S "�'' --- — - -`. { \ iv -• `'-• -- ta- _ __ ^' �'- "- -' -_ - -__nr' a` _� —_ /=' r__ - n�' a \�''-`�' ^f>��\'�`-c`��c�-- e». - - - -- /Y \ J� � J J l , \` � \ �\ \\ l` t "' \ ,/ 1 I I l� `A � lfl Y'�j' t_'_ \ 1 - ^ys -'.- ___ - !� •Tn ±. 'yi \ .// / /'4 �ql II � ♦ --"'r. � � -, - ��/ / r J r 1 1 i J I 1 t \.. 1 f rU W Y�l // \ ! - _ .....^4L- `,.::'ter '..:`� ._a.��:' -\- A. lN• i J /I t . \`. _ _ "i.4' '1 I 'v /, ,. - \'. �\ .� _ __- -- - _ •-:Mi -� - .i;. ,; - " -:. i , uu 'i% 'ii` ' !It ut\ ` _- _��;r�y -� � "'i / / 1 r , / / II JJ r r / \. 1 ( t \ 1 R, ` • 111/ i � .i:�' _ - \ �. L`t - _ \\ = ;�:... r/ , // ao:rr�rTl�+'�. ° °�� c�"�,_— — - _ _�.,.2':` / r r /, / // L�\ \ \ \il `' ..^� � � \ \ \ \Y �/r/ ?:a� !'' ^`o\ \ \ ,, /r r'il 1111 I,n 1 +\\ \ `�`.��_ �-_: �_: -� ^_ �• ^^ -" - �•/ / /J/ / , / / /i/ /'i /, '/ L\\ - / \ \ � � \ ,, m -,, - -- �. r / Y //' -- ��il M rl �� \•o \��` ^-\ %''i. %ri /ipI Illllnn \ ".. \• ^��\C_ - -. = -_�z,, _ -_, ..+�� \- �''�• / /,J /i' /iii "i % i/ Jqr�� \ql / 's= ,'/ � ,/ ;'7� SJ ate.. -_ rx'� ra'r _ - - -_- .'� °T^• =i'i fuiri f=_- >b.. =-�, �'r -``" r1r �� -_ =_'- - - - -= ______--___ - -_ --= — - -� _ -- --_ - `- - -ar -- \ — �� SHEET LAX OUT SCALE: 1" = 300' NOTES: i. PARCELS 1 -5 AND THE RESIDUE OF TMP 32G, PARCEL A & B, EACH CONTAIN A BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. 2. THERE ARE NO KNOWN LOCATIONS OF ANY GRAVES, OBJECTS OR STRUCTURES MARKING A PLACE OF BURIAL ON THE SITE. PROJECT ENG11F\40EER COLLINS ENGINEERING 200 GARRETT STREET, SUITE K. CHARLOTTESVILLE, VIRGINIA, 22902 PHONE: (434) 293 -3719 "Variation anoroved with this nroiect at the Julv 29, 2014 Planning Commission meeting under SUB2014 -120 1) Variation to the planting strip requirements, from six (6) feet to three (3) feet width and allow thie planting strip to be located on the back side of the sidewalk, in accordance with 14- 422(1) of the Subdivision Ordinance. Approved with a condition "The required street trees will be provided behind the sidewalks in lancdscaping easements to be recorded on a plat and depicted on the final site plan. " Special Exceptions and Variation approved with this project at the September 3, 2014 BOS meeting under SUB2014 -120 and SDP2014 -47 1) Buffer Zone Disturbance Waiver Section 21.7(c) - to disturb the 20 foot buffer zone adjacentt to residential districts to facilitate construction of Boulderview Road and Elm. Tree Court. Portions of each street are to be located wiithin the 20 foot buffer, as well as grading and landscaping associated with a landscape mitigation plan to remedy a site plan violatiom on the property. With a condition of approval that: "Landscaping shall be installed as depicted on SDP2013 -35 Landscape Mitigation Plan which provides plantings between the proposed road and Briarwood property line. " 2) Variation to Briarwood PRD application plan (ZMA2005 -09) - A variation to Briarwood's application plan was approved to construct Elm Tree Court on a portion of open space associated with the Briarwood PRD. With a (condition of approval that: "Landscaping shall be installed as depicted on SDP2013 -35 Landscape Mitigation Plan which provides plantings between the proposed road and Briarwood property line. " 3) Setbacks for Fuel Storage Tank Waiver Section 5.1.20(b) - to locate the gas station's underguound storage tanks and loading facilities closer than the required 100' from any property line provided they meet the requirements i of Section 5.1.20(a), which is a 3 foot setback." OJ v �w QOPO q /1O U � OJ 004 SUBJECT SITE ROq� �F,Qs CSR K � OR/ Eo 4v v� AO VICXNITY nAAP SCALE: 1" = 2,000' Sheet List Table - SITE PLAN 554 CHARLOTTESVILLE, VA 22905 APPLICANT: WOODBRIAR ASSOCIATES COVER PO BOX 5548 EXISTING CONDITIONS CHARLOTTESVILLE, VA 22905 ENGINEER: COLLINS ENGINEERING GRADING &DRAINAGE Zoo GARRETT ST. SUITE K, NOTES & DETAILS CHARLOTTESVILLE, VA 22902 WALL CROSS - SECTIONS & DETAILS TELEPHONE: (434)293-3719 LANDSCAPING PLAN FAX: (434)293 -2813 LIGHTING PLAN CONTACT: MR. SCOTT COLLINS, P.E. APPROVED MITIGATION PLAN EMAIL: scott@collins-engineering.com TAX MAP NO.: 032Go -oo -oo -000Bo (D.B. 3833, PG. 247) WALL DESIGN 032Go- o8- oo -000Ao (D.B. 4111, PG. 477) - ACCESS TO GAS STATION CROSSES OVER THIS PARCEL, BUT THIS PARCEL IS NOT INCLUDED IN THE ACREAGE OF' THE PRIVATE GAS STATION. SEE SUB- 2o14 -66 BRIARWOOD COMMERCIAL ROAD PLAN FOR DESIGN OF ACCESS ROAD TO THE PROPOSED GAS STATION. AREA: 1.94 AC. PARCEL PROPOSED WITH THIS PLAN (9.48 ACRES TOTAL)1 ZONING: C1 COMMERCIAL, ENTRANCE CORRIDOR OVERLAY BUILDING HEIGHTS: MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 65 FEET, PROVIDED ANY STRUCTURE EXCEEDING 35 FEET SHALL BE SET BACK FROM THE RIGHT O F WAY A MINIMUM OF 2 FEET FOR EACH :L FOOT OF HEIGHT IN EXCESS OF 35 FEET. THIS INCLUDES THE GAS STATION CANOPY AND THE GAS STATION BUILDING. MAXIMUM HEIGHT OF CANOPY IS 14' -6" IN ACCORDANCE WITH COUNTY AND ARB GUIDELINES. SETBACKS: ADJACENT TO PUBLIC STREETS: 30' (PARKING lo') ADJACENT TO RESIDENTIAL /RURAL DISTRICT: So' (PARKING 20') NO CONSTRUCTION ACTIVITY INCLUDING GRADING OR CLEARING OF VEGETATION IS ALLOWED CLOSER THAN 2o' TO ANY RESIDENTIAL OR RURAL AREA DISTRICT WITHOUT APPROVAL OF A WAIVER. ALL SCREENING AND BUFFER REPAIR /RE- ESTABLISHMENT IN THIS AREA SHALL BE PROVIDED AS REQUIRED IN SECTION 32.7.9. EXISTING /PROPOSED USE: EXISTING VACANT; PROPOSED 3700 SF BLDG, GAS PUMPS AND CANOPY MAXIMUM EMPLOYEES: 8 SUBDIVISION STREETS: CURB & GUTTER WATERSHED: NORTH FORK RIVANNA (BELOW WATER INTAKE) WATERSHED TOPO & SURVEY: TOPOGRAPHY AND BOUNDARY PROVIDED BY LICENSED LAND SURVEYOR THE ENGINEERING GROUPIE IN 2012. NAD 83 EXISTING VEGETATION: EXISTING TREES, SHRUBS, AND UNDERBRUSH. CRITICAL SLOPES: ALBEMARLE COUNTY MANAGED SLOPES ON SITE. SEE EXISTING CONDITIONS ON SHEET 2 FOR LOCATION. FLOODPLAIN: FEMA MAP NO: 51003Co145D, PANEL NO: o145D, DATE: 2/4/oS NOTE:THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS. THERE ARE NO FLOODPLAIN LIMITS OR WPO LIMITS ON THE PROPERTY. LIGHTING: THE SPILL OVER LIGHTING FROM PARKING AREA LUMINARIES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS; SHALL NOT EXCEED ONE -HALF (1/2) FOOT CANDLE. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRIICTS AND AWAY FROM ADJACENT ROADS. SEE LIGHTING PLAN FOR FINAL DESIGN AND LUMINAIRE SCHEDULE. LANDSCAPING: LANDSCAPING TO BE COMPLETED IN ACCORDANCE WITH SECTION 32.7.9 RETAINING WALLS: RETAINING WALLS ARE PROPOSED WITH THE ROAD PLAN SUB - 2(014 -66. THERE ARE (3) RETAINING WALLS ON THIS PROPERTY. THESE WALLS SHALL BE ANCHOR DIAMOND PRO GRAVITY RETAINING WALLS. THE HEIGHTS OF THESE WALLS ARE SHOWN ON SHEET 14 & 6. THE FINAL STRUCTURAL DESIGN OF THE WALLS IS SHOWN ON THE STRUCTURAL ENGINEERING PLANS BY CIRCEO GEOTECHNICAL ENGINEERING, IDATED loll/14. THE FINAL DESIGN OF THE RETAINING WALLS SHALL HAVE GEO- GRID); HOWEVER, THIS GEO -GRID CAN BE CUT AT THE LOCATIONS FOR THE PROPOSED LANDSCAPING, PER THE NOTES & DETAILS ON THE STRUCTURAL PLANS, ON SHEET 4. THIE MAJORITY OF THE WALLS ARE FOR THE GAS STATION PARCEL AND ARE INCLUDED 'WITHIN THE LIMITS OF DISTURBANCE FOR THE PARCEL; HOWEVER, THESE WALLS SHALL BE CONSTRUCTED WITH THE ROAD IMPROVEMENTS OF BRIARWOOD DRIVE AND THE PRIVATE ACCESS ROAD THROUGH THE COMMERCIAL PROPERTY. UTILITIES: COUNTY WATER - AVAILABLE ON SITE. COUNTY SEWER - AVAILABLE ON SITE. ACCESS: ACCESS TO THE PROPERTY IS PROPOSED BY A PRIVATE ROAD FRtOM ROUTE 29 AND FROM BRIARWOOD DRIVE. SEE PLANS SUB- 2o14 -66 FOR MORE DETAIL. ADJACENT PROPERTY OWNERS: SEE EXISTING CONDITIONS, SHEET 2 PHASING: NONE PARKING: REQUIRED: 1 SPACE/2oo GSF = 3700 SF1200 =1g SPACES 1g TOTAL SPACES REQUIRED PROPOSED: 23 TOTAL SPACES PROVIDED IMPERVIOUS AREA: 33,611 SF TOTAL 3,700 SF BUILDING 742 SF SIDEWALK 29,269 SF PARKING & CIRCULATION SWM FACILITY: DRAINAGE FROM THIS SITE WILL BE ACCOMMODATED BY AN UNIDERGROUND DETENTION FACILITY & FILTERRA INLET. SEE WPO PLAN FOR DESIGN INFORMATION. TRASH SERVICE: DUMPSTER PAD SHOWN ON SITE PLAN. TRAFFIC GENERATION: TOTAL 8 FUELING ISLANDS =16 FUELING POSITIONS 162.78 TRIPS PER DAY PER FUELING POSITION x 16 POSITIONS = 2!1604 VPD 1302 TRIPS IN AND 1302 TRIPS OUT WEEKDAY AM PEAK HOUR: 161 VPH (5o% IN AND 5o% OUT) WEEKDAY PM PEAK HOUR: 214 VPH (So% IN AND 5o% OUT) - ,, - r / ♦• i , \ 1 ; ` , ,•r,J / /J1f ,\ \ �� , \ \ \\\ \\`\, �` \p ' „ \\\ , - - r !R C` �= \\\ \\`v 1r �4r, '. %/� /I Imo.`. ` '_/ // // -\ ,`r \ ` _ I r J• r % /Jl`1{� t , \� \` \:��\� \�' r \\{� l,1( _ `�` `- ./ / // _ t 1 �- \ \41ni �'O /1 / t / 1 t I ,.' i`' � \ l 1{ t t { \ °f\ `� :. J \i' I i ( `. \`� 1', It `\_ �� ', ' _ �\` ^ \\ \\`__ � _.�J�`��j\ \ '- �� -- - '-il / \\"'•= T /' /J l r I +��:: -':rt t�1 tl, 1 J ' \ =i�'� =��. -- \ t , , I 1•I I , r t1 J 1 ` \\ \ \` \` t,%1`')� I ( 1, 1 \`:::\ ,� \� \\\\ frl,l /, ' \ ,. - {/' ^^ \._ �� - � J � (� ! t i 1` \'1 i•i J�1ri �IJi '��, \ \� \\ \�` \\\ \ \• ` \\ ��` `` \\` \I 4 `\ `. \ /,' /1111 ' _ -_ ^L 'ti i / r ' r ! ' \ `\ , 1 , �• 11 ilf / //: /.'� /'J ,i: %'�'�' ^\\/ ` \�\ `�`, \\ I I . 11 ,`\ \`,tQ(l -r�/1 `\ J 1 1\`.`.` ,` � - / /i l '� 1 / ' / / /• / 1 / / , / / 1 r � / 'r' I � /' � i -_”' ` \ \ \ \ \ I t J \ 1 \ ` \\ `\ \ ' f "/ � `� � -ZA_; / " \ ` l _ _ _ � L n�\`C'Do \// r,1 /;(t'�i' // JJ /''�—f/tl' I'1' '- "'--_-=_---- ) \`\�\` r \. �,`\ ` \ 'L t ✓ 1rr .' _ = �� // 1/ /lr r -- :.+.� %'s; �yJ �/�� %�- �.- i --' // _ - l ! /�/ /', // , /� /'��_+ _ _ JrJff 1 { 1 r \ \ •- { i .-_ ,. ', i / 11 �` \\ \ / / 5 -�`�` __ ' - - -'i / /// / -' - "� � '/ /'i .. __ "` ..__- - _.. / / /111 / f / J /j / /� / / / � �.�~- -..`_� 1 I I ' I 1 -•� ^/` `- i ' I i / 1 1 r � ` __ -._ ___-'_ -_ � ^''\, _ �'"' // '. -,''" 'l'', �' /�IJ' t I: /�i(i r_ `Y ', '� J � / i'� /„ \ - ♦ � J/� `3� �l't1J \111/ / 1// \ `\ `` \ \Il\ \ t ^, '/ i ,_ .%� j (, i �� '� -_.- - -•"Y '\ \ 111111 _ X �'��k \\ \ �(( �� %,�%- ,�,,Ij11111111111'III,i/i ,o ,J \ _/ \ , \ \\ �r ' �Klf� 1�If / -�t�i i^ - - - - _/ Y- , , - � \\ ` ♦ .// / /'/ /, /f /'' / { 1111 "11111 N +` 1 JJ �1`Y'\ 1 / ,4` \ \\ J i'� _� = l \ ; / / ' ^'.,, 1 \ \ -- j ` ,. � s. \ :. % %' /% ��' 4�t'�1',n�;all�`t';��o'i 1 \ '- _ t 1 v\ `\ • ` t l \\ i / _ y�� \�� STATION \\�``� o�- i� J t_ yK\1 ;;\` •�''� ;`.\^ _ \ - \ / f 1 ,"./ _ _ _��L.t_._ \•_ T _ - _ _ = r -__ __ _ __ _ _ ��i ✓r', ✓i "J L d4\ ter'/ , . - . _ - , "`r'�— -- ____ _ -"�C�^C ---' S "�'' --- — - -`. { \ iv -• `'-• -- ta- _ __ ^' �'- "- -' -_ - -__nr' a` _� —_ /=' r__ - n�' a \�''-`�' ^f>��\'�`-c`��c�-- e». - - - -- /Y \ J� � J J l , \` � \ �\ \\ l` t "' \ ,/ 1 I I l� `A � lfl Y'�j' t_'_ \ 1 - ^ys -'.- ___ - !� •Tn ±. 'yi \ .// / /'4 �ql II � ♦ --"'r. � � -, - ��/ / r J r 1 1 i J I 1 t \.. 1 f rU W Y�l // \ ! - _ .....^4L- `,.::'ter '..:`� ._a.��:' -\- A. lN• i J /I t . \`. _ _ "i.4' '1 I 'v /, ,. - \'. �\ .� _ __- -- - _ •-:Mi -� - .i;. ,; - " -:. i , uu 'i% 'ii` ' !It ut\ ` _- _��;r�y -� � "'i / / 1 r , / / II JJ r r / \. 1 ( t \ 1 R, ` • 111/ i � .i:�' _ - \ �. L`t - _ \\ = ;�:... r/ , // ao:rr�rTl�+'�. ° °�� c�"�,_— — - _ _�.,.2':` / r r /, / // L�\ \ \ \il `' ..^� � � \ \ \ \Y �/r/ ?:a� !'' ^`o\ \ \ ,, /r r'il 1111 I,n 1 +\\ \ `�`.��_ �-_: �_: -� ^_ �• ^^ -" - �•/ / /J/ / , / / /i/ /'i /, '/ L\\ - / \ \ � � \ ,, m -,, - -- �. r / Y //' -- ��il M rl �� \•o \��` ^-\ %''i. %ri /ipI Illllnn \ ".. \• ^��\C_ - -. = -_�z,, _ -_, ..+�� \- �''�• / /,J /i' /iii "i % i/ Jqr�� \ql / 's= ,'/ � ,/ ;'7� SJ ate.. -_ rx'� ra'r _ - - -_- .'� °T^• =i'i fuiri f=_- >b.. =-�, �'r -``" r1r �� -_ =_'- - - - -= ______--___ - -_ --= — - -� _ -- --_ - `- - -ar -- \ — �� SHEET LAX OUT SCALE: 1" = 300' NOTES: i. PARCELS 1 -5 AND THE RESIDUE OF TMP 32G, PARCEL A & B, EACH CONTAIN A BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. 2. THERE ARE NO KNOWN LOCATIONS OF ANY GRAVES, OBJECTS OR STRUCTURES MARKING A PLACE OF BURIAL ON THE SITE. PROJECT ENG11F\40EER COLLINS ENGINEERING 200 GARRETT STREET, SUITE K. CHARLOTTESVILLE, VIRGINIA, 22902 PHONE: (434) 293 -3719 "Variation anoroved with this nroiect at the Julv 29, 2014 Planning Commission meeting under SUB2014 -120 1) Variation to the planting strip requirements, from six (6) feet to three (3) feet width and allow thie planting strip to be located on the back side of the sidewalk, in accordance with 14- 422(1) of the Subdivision Ordinance. Approved with a condition "The required street trees will be provided behind the sidewalks in lancdscaping easements to be recorded on a plat and depicted on the final site plan. " Special Exceptions and Variation approved with this project at the September 3, 2014 BOS meeting under SUB2014 -120 and SDP2014 -47 1) Buffer Zone Disturbance Waiver Section 21.7(c) - to disturb the 20 foot buffer zone adjacentt to residential districts to facilitate construction of Boulderview Road and Elm. Tree Court. Portions of each street are to be located wiithin the 20 foot buffer, as well as grading and landscaping associated with a landscape mitigation plan to remedy a site plan violatiom on the property. With a condition of approval that: "Landscaping shall be installed as depicted on SDP2013 -35 Landscape Mitigation Plan which provides plantings between the proposed road and Briarwood property line. " 2) Variation to Briarwood PRD application plan (ZMA2005 -09) - A variation to Briarwood's application plan was approved to construct Elm Tree Court on a portion of open space associated with the Briarwood PRD. With a (condition of approval that: "Landscaping shall be installed as depicted on SDP2013 -35 Landscape Mitigation Plan which provides plantings between the proposed road and Briarwood property line. " 3) Setbacks for Fuel Storage Tank Waiver Section 5.1.20(b) - to locate the gas station's underguound storage tanks and loading facilities closer than the required 100' from any property line provided they meet the requirements i of Section 5.1.20(a), which is a 3 foot setback." OJ v �w QOPO q /1O U � OJ 004 SUBJECT SITE ROq� �F,Qs CSR K � OR/ Eo 4v v� AO VICXNITY nAAP SCALE: 1" = 2,000' Sheet List Table - SITE PLAN Sheet Number Sheet Title 1 COVER 2 EXISTING CONDITIONS 3 LAYOUT & UTILITIES 4 GRADING &DRAINAGE 5 _ NOTES & DETAILS 6 WALL CROSS - SECTIONS & DETAILS 7 LANDSCAPING PLAN 8 LIGHTING PLAN 9 APPROVED MITIGATION PLAN 10 WALL DESIGN 11 WALL DESIGN APPROVALS DATE DEPARTMENT OF tOMMWNITY DEVEL- OPMENT PLANNER/ZO DEPTH OF EC -3A DITCH -- ENGINEER DEPTH OF EC -2 DITCH ,J I. INSPECTION ` -- ® ARB _. DEPARTMENT OF FIRE RESC �l ALBEMARLE COUNTY SERVICE AUTHORIT �1 200 VIRGINIA DEPARMENT OF TRANSPORTATION 4=3 HEALTH DEPARTMENT 405.0 r_ III I q5txo(q COLLINS ENGINEERING IS NOT RESPON IBLE OR LIABLE FOR ANY CONSTRUCTION OR DAMAGES TO THIS PROJECT PRIOR TO ALL FINAL PLAN APPROVALS. 11 TOTAL NUMBER OF SHEETS LEGEND EXISTING CULVERT 0 DROP INLET & STRUCTURE NO. CURB & GUTTER TH SCO R. COLLINSZ Lic. No. 035791,E O"•��I ANAL ��1 EC -3A DITCH L Q0 6" v (7) ) DEPTH OF EC -3A DITCH -- EC -2 DITCH s" DEPTH OF EC -2 DITCH ••• --••• EARTH DITCH �J DRIVEWAY CULVERT ® BENCH MARK _. VDOT STANDARD STOP SIGN !� EXISTING CONTOUR 200 PROPOSED CONTOUR 4=3 THE TOP ELEVATION DENOTES THE PROPOSED 405.0 ELEVATION OF THE RETAINING WALL & THE BOTTOM ELEVATION DENOTES THE LOWER EXPOSED PROPOSED ELEVATION OF THE RETAINING WALL. PROPOSED SPOT ELEVATION R2T 27' RADIUS ON F/C TH SCO R. COLLINSZ Lic. No. 035791,E O"•��I ANAL ��1 g z J Z Lu i o 3; U) Uj z w (n E- > O O a i _j i H Cl- C m - w (n t� Z [ a a tjLj ' U, p w ] m w g W o Uj J .;—, Z LLJ W U) It ~ N e�i V-4 M cr O Z L Q0 FA M v (7) ) m o w Z Z O m J L (r)� U) w .-. c Z `u a �J � C L C !� U g z J Z Lu i o 3; U) Uj z w (n E- > O O a i _j i H Cl- C m - w (n t� Z [ a a tjLj ' U, p w ] m w g W o Uj J .;—, Z LLJ W U) It ~ N e�i V-4 M cr O / ,' _ - f \ \ ! 1 t t V - I 4 / , TMP OWNER ADDRESS ACREAGE ZONING USE D.B. /PG. ' 7/,//)/,////// '' -' / ,' / _ _ ` /' / / \ / II i I i i t I I ` r I `, \ / / \ �" - - /' ✓ /' \ \ A 02100 -00-00 -01400 GE INTELLIGENT PLATFORMS, INC. P.O. Box 4900, Scottsdale, AZ 85261 50.2630 AC LIGHT INDUSTRY 4281/241 / 1 / / / -___ _ -_ -X /,' - - H p / /' _ - / ,' /-/ ./ ,' / \ _ - / l ! I / / 1 / 1 y ` / I / / - , B 03300 00 -00 001G0 WOOD PROPERTY INVESTMENTS, INC. iNC. 216 Highview Lane, Charlottesville, VA 22901 0.9300 AC 3878)380 / -' - -' / �/ /-` , �,, t I I / / I r , -ter \ 1 / ! t \ \ %`-' -- -_._�/ /, /\ \ / , _ , - // I r / i ( / , \ \ 1 { \ _ _ r_-i - - - _ _ , , ,l'+ ( ` "p C 03300.00I -00 OO1A0 ROMANAC, MARTIN J ESTATE 3721 "Road, Charlottesville, VA 22903 9.5300 AC 1116/504 T , / / r - ' r ,' ,/ �� / I ) I I /' / - �! / I I \ \ _ _ �' - - - - -- - - /!I \ \ " !/ ! / J , / I r _ _ _ I _ - / / \ 1 / '_ -/ 1 / I 1 \ \ - - �,�"�_ - _ _ - = _ _ _ _ _ _ _ _ _ _ __' % //! 1 i t O 03200 00 00 -0OSCO NEXT GENERATION, LLC P.O. Box 5548, Charlottesville, VA 22905 19.2760 AC 1534/611 j / / , -' _ ' �/ / } / / / - _ _ _ - _ _ _ - - /' / , - , J f ` \ \ _ _ _ _ - - _ __` _ - - - - - - - - - - - - - - , �'!) ` E 03200 00 -0O-0O5C1 UNITED STATES OF AMERICA C/O US ARMY 803 Front Street, Norfolk, VA 23510 28.8800 AC 1595/138 Q - \ I /' r r ` // - ! - _ - - / - _ - - _ ^ .r I r 1 t\ \ - - _ _ _ - _ - - _ _ _ _ _ - _ _ _ _- - - - - - - -_ / / / i F 03200 -00- 00 -00SC2 NEM GENERATION, LLC P.O. Box 5548, Charlottesville, VA 22905 2.4890 AC ) r , / - / \ _ - -- `\ % - { t , 1 I - - -7 -- - - / / ^ > \_ ____ -- _ -- � - -- =_ - -_ - - _ - - -`' /'/ / ri - - _ - - - - _ _ _ _ I ~ ,' - - - ' - - - - - - - - - _ _ _ _ \ P.O. Box 5548, Charlottesville, VA 22905 3.1880 AC 1534 611 / _ , / ) G 03200 -00-00 -00500 NEXT \ r' i \ \ \ - -y _ �/ /' / _ - _ _ - _ - - -- - -- - _--- - - - - -- / /, y / SCOTT R. COLLINS'Z !! ' /' /// , /'/ �_- "- -- - `�`\ `�`\ t 1 \ �' / / -- - /- _ /?, �� - H 03200 -00-00 -005FO VELOCE, LLC CO PAUL OPIELA 2101 Whi 0 F--1 _ _ _ � / r \ / J' - _ < < 1 / pporwili Road, Charlottesville, VA 22901 6A080 AC 2799)086 ,,' --_ _ - � - - -_ -` - / i 1 1 I \ , r / /` �,,;. ; ,- , U Lie. No. 035791,a / - ` \ I \ >- ' ' , / / \ �`a / L = a ` \ \ y 1 03200 -00 00 -0OSEO CNIRO, LLC 620 Woadbrook Dr Suite SA, ChaAottesville, VA 22901 5.0230 AC 3585640 /' _ _ _ - ` _ / - _ -------------- _ - \\ ` ` ' \ \ Y / / " , / (/ / 11 - 1 U R r j ; ..r I I \ \` i / y �J J 032G0 00 -00 -OWCO WOODBRIAR ASSOCIATES P.O. Box 5548, Charlottesville, VA 22905 5.4400 AC PRD/C-1 (VACANT) 1556/097 p �j / I 1 / / / _� / - ,' l _ i _ _ _ _ - - _ _ _ _ \ _ _ \ - \ t I Ii i \ l� - - `- �' \`y - - - J, 1 L 0 M %; , i,: i I i i i \i \ ! K 032E0-0O -00-00100 SHUNG, STANLEY OR NAIFENG XIE 2668 Kandalwood Lane, Charlottesville, VA 22911 0.2426 AC R-4 (RESIDENTIAL) 3855/449 , IL Ac / / / I i / // -- � _ _ _' - -' ' -' �- _ _ _ _ _ _ - - _ ` - � \ 'N �' Ir \ it 1 1 1 _ - \ 1- _I_ _ _ r i i ^ i / i11 ' I' ;I: ! � j 1 I 1 1 I I I /I 1 \ L 032E0 -00-00-00200 HARRIS, BUDDY W OR KATH LEEN S 106 Camelot Drive, Charlottesville, VA 22901 0.2426 AC R-4 (RESIDENTIAL) 674/106 �� S A, / ,' -.I /I t 5 / / '- _ \ - -'' / ,_- -I---- ' - _ _ - - ` `' \ '\ \ It \ \i I 1 I\ 1 " I 1 ' _ / I I h I I I I 14 � /, M 032GO-00 -00-001W WOODBRIAR ASSOCIATES P.O. Box 5548, Charlottesville, VA 22905 71.4230 AC PRD OPEN SPA 1556 097 S`�jON L F'�� 11 / , / ! - t\ \ / / /'' - - - / \- -' / '' /' - - _ _ _ _ _ `'' _ i \ /' f \\ \\ \ i 1 1 \' ` ✓ j _ _ I ( N 032G0 -08 -00 -0OOAO WOODBRIAR ASSOCIATES P.O. Box 5548, Charlottesville, VA 22905 2.3180 AC PRD (OPEN SPACE) 4111/477 __ - _ / , ' - ' t i \ ) I i' i i 1 � J O 032GO- 1D- 02 -OOOCO WOODBRIAR ASSOCIATES P.O. Box 5548, Charlottesville, VA 22905 0.7930 AC PRD (OPEN SPACE) 4111/477 I IJ ' / /I \ / __ '' /�'' -�- - ' ' -� - '\ \ \ - r 1 1. 1 1 t ` i I \I, _ - i _ P.O. - � � ✓ /! ,' ,�- �,_ _ ° i \ ! / I ) l / r J I �- i I i , t • ---," _ ` , / , P 032G0-0a-00 -09700 BRAIRWOOD HOMEOWNERS ASSOCIATION P.O. Box 7146, Charlott esville, VA 22906 3.4000 AC PRD ()PEN SPACE) 722/110 ! / / I - - - /' -� \ / \ - / / / �/` \ ! 1 ! I / / _ - �j! J I i i I I - w ., ! .,,, { ,, , /" -- -- - Q 032G0 -03 -00-08300 BRAIRWOOD HOMEOWNERS ASSOCIATION P.O. Box 7146, Charlottesville, VA 22906 3.2650 AC PRD (OPEN SPACE) 781/574 \ ! \ - - _ - - �' �'' �� / I _ _ \ _ / i V f 1 I ) i y /"\ /, , f J / V 1 `i - _ - \ ) , _ , -7-- ! R 032G0 1Et-02 -0 0080 WGODBRIAR ASSOCIATES P.O. Box 5548, Charlottesville, VA 22905 0.0540 AC PRD (OPEN SPACE) 4111/477 \ -- !' ' ! \ I \ - /' - � / / _ _ _ _ j /- - - _ - t ! I \ / / J ! J ✓/ y� / /+ / + ` I` d \ - _ _ - - y `'' ^ �' J , - _ ` \ 5 032GO -16-02 -07100 SALEH, JAMILA 2111 M ICHIE DRIVE APT 17, CHARLOTTESVILLE, VA 22901 0.1150 AC PRD (RESIDENTIAL) 4164/070 i I ` - /' -' -'\ - - � -' - `v ` ! /' ! / / ' - - T 032G0 -16-02 -07000 RY00 JI HOON OR SO YOUNG PARK 4511 BRIA \ \ _ - - _ _ / � � , .. / / � • -.- '_ - � _ �yR \ � / if, ' , _ RWOOD DRIVE, CHARLOTTESVILLE, VA 22911 0.1320 AC PRD (RESIDENTIAL) 4273/389 i _ I tI / ! 1 ( \ \ / \ \ 'I t r y 'a � '/ ' /' / ,' - "�- _` 0 - �/ 1 / ! ! F U i - - _ t i I` I I I ! 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THE AN DS A GAL HER S 1S AL O INCLUDED I - I / -y , - WITH THE REVIEW ANID APPROVAL OF THE ROAD PLANS. i I / Fs��t('� F� - i i (` ___ t_ - g � I / I/ : TH oF� ��, SCOTT R. COLUNS% Lic. No. 035791,1n � 10-1-1 o A �"4 ko SSjONAL E � VDOT STD. CG -12 - _____ ____ __._ -____ -/ I / I � � / / p6 - - i i LANE IMPROVEMENTS � � / � � L.-rill. _ _ _ _ / PROPOSED UNDER SUB - 2014 -66 / i x X X X X X -- X X X X x Y -'- -- / 1 /° p -1 . . XX X --.- -___ _ NOTE: THE SALE OR STORAGE OF PETROLEUM PRODUCTS SHALL SATISFY '- x . 1. THE REQUIREMENTS ESTABLISHED BY THE FIRE PREVENTION CODE OF THE - - - - - - - - - - - - - - - - - - - - - - - - - / BOARD OF FIRE UNDERWRITERS AND THE LATEST EDITION OF THE TMP- 032G0 -00 -00 -00100 - - \ \\ / NATIONAL TMP 032G0- �$- 0� =000A� - - - -1-�- - � \-_- __._ _- ° "FLAMMABLE AND COMBUSTIBLE LIQUIDS CODE NEPA 0" OF THE NATIONAL WOODB OCI ASSOCIATES WOODBRICI ASSOCIATES \ \ ° z � 3 ASSOCIATION INC PROPOSED WOODEN FENCE ASSOCIATION INC \ \ '_ \ � � °. x. t�` � \ O a FIRE PREVENTION ASSOCIATION. D.B. 4487, PG. 111 SEE SHEET S FOR DETAIL D.6.4111, PG. 477 \ \ r W � ZONED: PRD ZONED: PRD \ r .. V) Co USE: OPEN SPACE RETAINING WALL TYPE: USE: OPEN SPACE \ \ \ '� � o ) ANCHOR DIAMOND PRO _ _ - - - - - _ _ __ .. � . z -' GRAVITY RETAINING WALL - ` - \ / I 0 o < s- M --m- arm m -�- = � m --��- r� M -�� - r - - Y r ° / . ' . .. . . . . . � � (n Z 1 r. ° D, ° EXI5TIING 2o' LAND USE BUFFER - b Z. . . . . . (n � "" ... SEE SHEET 9 FOR APPROVED MITIGATION PLANTING ° . ` ♦ . �` .. . o WALL #3 PROPOSED .� � �- '. ° °e" � � ..... % /...� . � ASSOCIATED WITH THE PROPOSED BUFFER ,,,, . .. . DISTRIBUTION FOR THE ROAD CONSTRUCTION UNDER SUB - 2014 -66 __ � - SEE STRUCTURAL ENGINEERING PLANS PROVIDED BY ° ° X. ° �� . ASSOCIATED WITH SUB - 2014 -66. ` __ ! ; " ' ° .. " CIRCEO GEOTECHNICAL ENGINEERING, SHEETS io & i1. . ao .. . . . . l . - - - - - - - - - - - - - - - �--- - ~ D' . LLS SHALL HAVE GEO -GRID; HOWEVER, PER STRUCTURAL - . ..... . . WA . . ------------------- - - - -_- � - - - - . ENGINEERING PLANS, GEO -GRID CAN BE CUT IN THE LOCATION " �5 R �� . � . .. 1� _ _ _ o _;� O . . . . . .�- - ". . b t, _. ' ° b . - .- ° . . °. - - e ° - '- - - -, I 23 +5 OF THE PROPOSED PLANTINGS AND LANDSCAPING. �. °� A e p °- _ p - ° a ° ° -. ° °. _ WALL #3 - ANCHOR 8" DIAMOND PRO BLOCK - -'\ - , , . , --.-- . . . W .... - .. ..____ . . __ ... . . �. ° P W�` --.�.� . or. ° w ALL, COLOR: RICHMOND - _ _ _ .. ... -.. .. _- 11 y . ' . .... .. . .. .. L HE _ 1 ' CROSS-SECTIONS & DETAILS . '"` PRIVATE >nf .�. - GRAVITY RETAINING W ci cn . PROPOSED MAX. WALL HEIGHT 3 . SEE SHEET 6 FOR CROSS -S . . . . 1 BOULDERVIEW ROAD PRIVATE R.O.W. , . ""�.. �3�00 �. UN ERDIDFFE ENT SET OFPLA�NOSED. �,.... -- tt + 20+ o 8" DI WATERLINE lit% ` . . ♦ -- - 20 00 " 5 ?1 +00. - a . �� pR : i8o �N e � . D . 4w . \� j - - - . I'. .. PROPOSED "UNDER "SUB -tai 66 22 +00 .. 5 2i+ o ... 11._-- - Q . ..... °. _ . UNDER SUB - 2014 -66 w " " . ... ... ... . 4-.. .... S. w VDOT STD. CG -i2. .. ... . .. .... w . LL .. .. 21 +So PROPOSED .. `N ... , 5 . - . p N .. . . .. a DO ." � S = IZ U J z x 9 Lij o °ate in w UJ z " w cn !;c- u o Ce .6 M 2 a m Y7 0 uj Q t9 U) or . > CL U W 0 I w o V w 5 w a D w Q w " at U) -- -- ..... VDOT STD. CG -12 . . .. .... ....... . .. . ... .. . . . .. . . .. ..... . . .. .. .. .. .. p Jr - - - _ �r Nr o �; . W =SDL = 28 ' wv .. w.. w � W. W . w, .. W . w . w . ..w STOP SIGN _ W . . ° . '� +- �\ e - - - - -- -- - - .-4 .-4 �_ - ...... .. TIE -INTO CURB ,� �. 2 - - - - - - - ; co ° " SDL = . • �,h� �, SHOWN UNDER .. , . , ... -- ° �/ / LANDSCAPING ARFr4\ PROPOSED LANDSCAPING EASEMENT `C- / _ ; _ �.. _ 280 ° �s, � .____ ° o ° ' 2 ;i� v ---� . .....' .° . ,:.° .. ° :. ° . ° . "-. -�- ° e SUB - 2x14 -66 ti ° . SEE SHEET 7 \ �� . 11 - ,:° ° . C . . . . . . . . ° - . ° ° .b -^ �' it b 11 . ° °• .: ' ' • • b b PROPOSED 11/2 WATER SERVICE LINE -- _ __ Q _ ° & 1 WATER METER. FINAL WATER METER ✓ 2 VDOT STD. CG -12 - • - ... �. � I ` .I -. '. '. ° / SIZE TO BE VERIFIED BY THE ACSA. ° . . ♦ / -- _ / .. PROPOSED VDOT • • .. s�, M VDOT STD. CG -12 � - - I / --� -CG -ii ENTRANCE ( h . PROPOSED VDO� .. ' BFP TO BE LOCATED WITHIN THE BUILDING. ° . . . - ! / ap PROPOSED FIRE CG -1i ENTRANCEr :.. - VDOT STD. CG -12` D p .. / t- HYDRANTUNDER :: • T TOTAL AREA: /.° ♦ / .. B -201 -6fi PROPOSED . :r = �. . . SU 4 ......... - .. ` �` N � .. ___-_ Cn 6 ... ...... .. .. / - 3 - X': 0 1. AC. . G D 9 ;' ... ..... . � .. .. LL �� - � L9 ........ PROPOSED VDOT - ... ER �- 5,;,' ;.; r' ........ PROPOSED DUMPST nr .... . . 1 :`- ` .. Cl) - . - f-�-- .. ) 3 --i D - SE °. PO / 1. STD. CG 6 (TYP.) PRO . . o ' PAD AND ENCLOSURE- ° v / ° 1 .. ... I .....................STOPSIGN. N...... (... .... . .....� .... SEE DETAIL SHEET -- ......... PAD' PROPOSED DETAIL, SHEETS „ ,. I I / . ... . .. .. '° � / 0 ........... PROPOSED CONCRETE . . . . ... . . . . . . . . .. . - . . . . . I .° :f,.,..::,,`.:qr.,;.�._.;,. ..,<;.._ . . . ♦ / SEE DETAIL, SHEET 5 ......... STRIPE HATCHING .......... - PROPOSED 5': •: vA I 1 �. .. . / N ... .......... - . _ . • CONCRETE - ' �' I I / . ... /// .... / I cf' T4� ' D - -- a �D ° ° 2a' b �- �. �- .R °gin -D -' 7. - -. Y_ . _- -_ -:. / /. / . .'( b .De °° - e, .�:° :b '°I .'...SIDEWALK- _ _ , ) 1,,,� / / M a, - . . . ( o. - °e °b. . . D >, D' - d °' s : 126'. . . /. / .. / Q TRACT B ❑ o ° ❑4 ❑ e ° . ❑ �jT / / D / / TRACT A . ° ° D - { WOODBRIAR ASSOCIATES I W ES • eeb. b . �A . ° I ... (... '. ' {' �. b / / I / / OODBRtAR ASSOCIATES N W ,, ASSOCIATION INC D ° :' . . . . . . . I . ° b . . . . I. . . . . . �Y� / /. . . / ASSOCIATION INC o • D V TAX MAP 32G PARCEL B 1 I° ° D .. �. I ..I-.... , ... ♦ / E- O ...1 �, GAS PIMPS °.....'......' ' I ° �; ° ..GAS.PUMPtiS ?.'......... _ ... .. . ropy i . . . / TAX MAP 32G PARCEL A o D.B. 3833, PG 247 . w . • - ' . • ... ' .. ' .... °'s ° I. { p MAX WALL HEIGHT 6'� .. ° D.B. 3833, PG 233 N // / ~ ZONED: C -1 I D / o . . . : : I . ° . ° ° : D l f �' ' ° p p ° °° f 1' ' I 6 -. / / �. / . / . / / ZONED: C -1 N .. USE: VACANT . . . . . . .. .. . ' . b ' • 6. .. e- . Pb. • ) - . (. �. / . . USE: VACANT ❑ I ° . eD ° - . - b - - .D. - ... .) y$ . . • .e '( -' ' / / . . . . .I. . I / N . - .� I- :D. n ° .. .p -' ;' ❑ •., ❑ - .1'.'. - - {. '. .'.- .'.'.'. - -.. '. .. '.::.:t.;.:'�', 7,c. -V. a.:, S� "':.;' -".;': .7' / . . / / i2' 24' .. . : D J - . D . { / / SEE STRUCTURAL ENGINEERING PLANS PROVIDED BY / ° 6 ° ° . uj > - W :' o.O a �D e• ° I {.:.:. I -:.:. - ° / ° OTECHNICAL ENGINEERING, SHEETS io & 11. / D / C °. { . '. '. ° g ° . CIRCEO GE (2) LOADING SPACES I' ' STRUCTURAL - - ° >�2�. b. : 62' :. ° ° I .... I... PROPOSED 7' .. / WALLS SHALL HAVE GEO -GRID; HOWEVER, PER STRUCT , W - 12 x30 TYP. - - - - - - - - - . -5 - . '. - . - .- - °-' - - ° -_ _I •. '. '. '. CONCRETE.. '%P .p ° .. ENGINEERING PLANS GEO -GRID CAN BE I °° .�) -= w I ... ;:,, D ': . . . . . . . . . . . . . . .. . . . . . . . .... . . . - . . . . - . I SIDEWALK 1 // , CUT N THE LOCATION �/ J OF THE PROPOSED PLANTINGS AND LANDSCAPING. ~, z - -°=; - - : PROPOSED -- ASPHALT PAVING. - -'. '... .. 1. / / / J. / ... 111 LANE IMPROVEMENTS ° z - PROPOSED CANOPY C 1 PROPOSED UNDER SUB " CANOPY a SEE SHEET 5 PROPOSED CONCRETE PAD ;l ° W / / . // .. /. I .. ../ / � 11 .. - .... (.. ._ o .y `... ° COLUMNS .. ..OVER CONCRETE PAD SEE DETAIL, SHEET S / / PROPOSED RELOCATION 1 =\I1 11 W W z D : ° :: : :: : :: :. : : : :. :........ . PROPOSED PRIVATE VAR. -. ' . • ' VDOT STD. CG -12 / . . / =11:1 '_ 1 - z PROPOSED CONCRETE PAD ....... FOR - b. . - - Co PROPOSED VDOT f / / OF EXISTING FIRE HYDRANT . / _ W J UNDERGROUND STORAGE TANKS - ° g ; , ° . °N STD. CG -6 (TYP.) ' ' . _ WIDTH SWM, DRAINAGE M ' .. UNDER SUB - 2014 -66 . . - J ACSA GENERAL WATER &SEWER CONDITIONS F-- L o I 0 0 ° . ' _ .... . . . . . .. .. . . . .. . . .. . . . . . . . . . . I &ACCESS ESMT. . . - . . . J �.... o w / / SEE DETAIL, SHEETS. P . . b . . _ , , , - / / ° ` ' i. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA �, ° L .. , . ... / .. .. .. O �--- . - .. T ' - ' • ' • • ' ' .. . . . .. .. `... b INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA C % �...... ,�- .......... ....., .. .- ...,�,.... ,0..........�,,......- .....I. -:II ..;�;.-- ...3R...... / / �..... -� 3- ......... 3 �. - - - ......... �I .'.....'..' ' ' ....,? ,A . - ... 1.- •.•,,) .�. ..... / / M ...� . . /.. OFFICIALS AT THE START OF THE WORK. HI C • S ' I - - - - -�•- - - - - - -- ._ - -{ / 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT 'o ° .. D �- 9 . " .O . - 4 4' g. 9 / . MAX. WALL HEIGHT = 6%\ I. . . NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. °; :.E. '....O : .. _ . . I 0 ' . . O ` 1 / / �. / THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND U o / D f / STRUCTURES, AS NECESSARY. o - . - L. 3 CL I / WALLS #i & #2 PROPOSED �/ ° 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL �. U) O NOTE: CONCRETE SLAB TOE PROPOSED 1 - - I PROPOSED / . �/ WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. >_ -. Q DRAINAGE - UNDER SUB - 2014 -66 ... . . .. x AT LEAST 12" HORIZONTALLY PLANTING I II - 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. r ) Q 0 1. BEYOND THE STORAGE TANKS CURBCUT ISLAND ( I EASEMENT / �' ��' � - / 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (i -800- 2- 001). LU v' ,� _j ,, - - - - - (TYPICAL)- (TYPICAL) - - - - - - - - - - - - - -f- - - - - - / WALLS #1 & #2 - ANCHOR 8" DIAMOND PRO BLOCK ° . J / 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE (3) FEET OF COVER MEASURED � ` E o tn 5 ENTRANCE CORRIDOR LANDSCAPING. SESHEET 7. �� --- . -_GRAVITY RETAINING WALL, COLOR: RICHMOND FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES (� _ / . ..SEE SHEET 6 FOR CROSS- SECTIONS &DETAILS (� v C 3 .y .. ...�..... SERVICE LATERALS AND WATER LINES ETC. w VARIABLE WIDTH f" """'�"�'- PROPOSED LOCATION -' ' �-m �� OF io'xi' SIGN / 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. � z c E E E E E E E E E E E E - E E / � � / / . . : ; 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE LI.I Y �- -VSO - E--- -- -- W 2 PROPOSED UNDERGROUND . E ' r , N ° EXISTING 3a' OHE . . . . / DURING A FUTURE EXTENSION OF THE LINE. w DETENTION CENTER. SEE ° E > 0 POWER EASEMENT GAS STATION WPO PLAN EXISTING I. '. ° _ - • . 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. - L- w UTILITY . . . . . . . . . . . . `. � io. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION � O U) = "� -n. FOR DESIGN INFORMATION POLE ° REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE w K . ' ... //. SAFE DRINKING WATER ACT). I-- o ° NOTES: i .... ... . 1. CONTRACTOR SHALL VERIFY ALL PROPOSED TIE -IN ROAD CONNECTIONIS . TO THE EXISTING ROADS. CONTRACTOR IS RESPONSIBLE FOR NOTIFYING .i E- :. L THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE EXISTING ROADS; . , . .. , . .... ' '' ftftm 'C� L o AND /OR CURB AND GUTTER AND THE PROPOSED ROADS, CURB & GUTTEER. _ H . CONTRACTOR SHALL CONTACT ENGINEER TO INSPECT CURB AND - - . . . ......... � ..... I ml Q I . j I .1 . . ... . .. ...... a) :2 ROADWAY TIE -INS TO EXISTING ROADS, PRIOR TO ANY CONCRETE OR �. ° Q� - . ___ � '.... 101% co . PAVEMENT BEING PLACED. - - 2. CONTRACTOR SHALL VERIFY CURB ELEVATIONS ADJACENT TO THE O U X ' SANITARY SEWER MANHOLES TO ENSURE THAT MANHOLE TOPS ARE / N ....I.. ... .. .......... rz CONSISTENT WITH THE ADJACENT PROPOSED CURB ELEVATIONS. . 3. CONTRACTOR SHALL PROVIDE ENGINEER SURVEY WORKSHEETS OF ALL_ �� ROADWAYS, PARKING LOTS, ALLEYS, MANHOLE TOPS AND DRAINAGE -, . u � .-. STRUCTURES PRIOR TO INSTALLATION OF CURBING, DRAINAGE, OR A HIC SCALE w D w �E UTILITIES TO COLLINS ENGINEERING FOR REVIEW AND APPROVAL PRIOIR U 20 0 , 0 20 40 80 a n ° - -� o TO CONSTRUCTION. COLLINS ENGINEERING SHALL VERIFY ALL SURVEY JOB NO. 0 C ._ - SHEETS TO ENSURE POSITIVE DRAINAGE AND PROPER ELEVATIONS FOIR CONSTRUCTION. SOUTHBOUND LANE * < *mm (IN FEET ) 122076 M PUBLIC STREETS OR PRIVATES 1 inch = 20 ft- SCALE ° 4. ENTRANCES TO PARKING AREAS FROM SEMINOLE TRAIL U.S. ROUTE 29 0 ROADS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH- i 1 " =20' ° VDOT REGULATIONS. (VAR. WIDTH ROW) W W W W W W W W W W W W W W W W W W 1� u SHEET NO. a o .. . -.. 3 �� ( I I _ I I I i I � , a. 1 I / /\ �� : e \ \ TH I i I I � \ / l \° \ \- -- \ " I I , -�.�, SCOT COLLINSZ I I .o'pi - - -� ° z O �-" I I I �/ % � LI U Lic. No. 035791,7 - _ ti I I 1 % / �s .� _ � I �� ( I I SEE STRUCTURAL ENGINEERING PLANS PROVIDED BY' II / '� / �o'A 10 -� ENV' / I - - I - - I - o� CIRCEO GEOTECHNICAL ENGINEERING, SHEETS 10 & 11. I /, Fj. / \ SSIONAL 11 1 _ - I -I- I - I I - - I� WALLS SHALL HAVE GEO -GRID; HOWEVER, PER STRUCTURAL / I / � / �\ - ENGINEERING PLANS, GEO -GRID CAN BE CUT IN THE LOCATION � ' // T I - OF THE PROPOSED PLANTINGS AND LANDSCAPING. ---- / I / X/ / / / ,>? / I / ,/ / 1 / / i \ - - , _. ____t___� :�� - - - _. - ,� __ -_ I/ /' X X x X --X- -I - - - - r - / � / / / � - X�- ! \ w UI F -j - - - WOODEN FENCE _ -'~ 47° / / /- o J � / �. � �� SEE DETAIL -SHEET 5 TMP- 032GO -00 -00 -00100 - - - - - 45 - \ / = ,:?�, \\ z o , ` - - _ CIATES W (AR C,AT ° . . . � \ \ I- p ,� o=c _ -_- __ / GRADING PROPOSED / / IATI C 440 , . - .. \ \ z o c� c F- -- - - -- -- -__ - - i �_= �`- '- 1 460 ___ UNDER SUB - 2014 -66 , D Z 1 : PR / / / . . .. . Z. . \ ) o u, o - - -- - - - -- J , j r - - -- `' 460 USE: OPEN SPA -� / E: PA / �/ 430 / / ' . \ ° ¢ o a w / / 6 \ w \ / _ / / D / ; o N O Ce _ _- �/ ---- / E- a / / / . . . . ® .Q� w C o. La -- - -- -- -- _ � \ \ 450 WALL #3 PROPOSED ° , . ! , �` . \ / '. m c� cwn 11 GRADING PROPOSED UNDER SUB- 2014 -66 / i D: s. ° z � m > -- UNDER SUB - 2014 -6 j FIRE HYDRANT PROPOSED . • . .. . . / �� a/ v / i. t Q oW Q \ �, / / ./ ` -- - -- __ - -- - _ - 450 - UNDER SUB - 2014 -66 _ - �� 442 , WALL #3 - ANCHOR 8" DIAMOND PRO BLOCK / :.::::r .. LU W o tu \ 444 - - - - - --,_ - _ �-� - - ' _GRAVITY RETAINING WALL, COLOR: RICHMOND . / . . _ - \ '. ' o En z to - - - - - - -- - - -_ _- _ r_ / ... ... > _ - - - L24tS0_ L--�. . , . . . . . . .. . . . . /' W -] W \ ° P 7=� a ° ° - - ° SEE DETAILS �. / . - /.. ... . - °\ `�-" o � ` ,- ; / 'So FOR CROSS SECTIONS & / D 'S . b. \ D p ° ` b b D . ° a b ��•J'. ° - .D ° b. P ° o ° / ?�k �'\ .. / ./ I . `7Cry j / 'i` . /./ . /. �� \ \ ° ` a W w Q - _ - _ b '_ D, ° e D �� ./ . . . . . / . . . . . . . . W--'�` ./. / . . . . . ° D W LD . . . . . . . . . - Jj / / /. /� // ' >, , I -`\ - - - -- -`- - - W ►.-a . . . �- T O / _ /. / . . . . . . ` . . . OC (� �` BO LDERVIEW ROAD �. , .. \ .. . i47 P IVATE R. .W.). ... . . MAX. WALL HEIGHT =13 +oo / /. . . ♦. . .. .. . . ..... . . 11 .� . r . .. .. DRAINAGE AREA . 22 +00 ,22 +50 _ /. \ _ O I' . /. . � . . . . . . . . . . - . . . . 21+ O . O 1. �' . . - \. �y . / . . . . . . . ° . . O ...... w -\ - = w .\ .. . 1. _ - 5 ...... -� .. . -- -_� .. .... �� .. D / - / j . .... .. .. .... . - -\ - - _ \ W. ��l - \. . . . . \ . . . . . . . . . . -- - . w- -�- GV W , W Wes` W - / � // . . . . . . - I -� - . . .. , , , - - �. ° / / \ VI"/ 1. % . . . . . . Q"" \ - \. ` \ a . ° .. 1 -. _ - -" - -T .... .. - ) o VAR. WIDTH PRIVATE DR 4G., p � ., /. / . .�. � ° Q rn i ROAD NOTES 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. 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 (2o) FEET IN LENIGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (i5) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION 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. 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 so, 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 EVENTTHAT 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 6o 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 COMPACTIONI BEFORE SURFACE TREATMENT IS APPLIED. 7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC -250 Qa 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 ROADWAY'S 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. LIST 1.: GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PREMIT 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 DESCREPANCIES OCCUR,1rHE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL 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.. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1(HORIZONTAL:VERTICAL). WHERE REASONA'\BLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN TFHE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED BY AN ENGINEER TO CERTIFY THE CONSTRUCTION OF THE ROADWAY FOR FINAL ACCEPTANCE BY ALBEMARLE COUNTY: L INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT -OF -WAY BEFORE BEING COVERED. iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE MATERIALS. iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE. vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL INSPECTION. vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE ENGINEER AND ALBEMARLE COUNTY A MINIMUM OF 48 HOURS PRIOR TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE. S1 4 "CONC. (3000 PSI AT\ 28 DAY OR STRONGER) �j /\ \j /\\ e..,•a° Oro, °., • °a a Q 4 "21 -A STONE BASE SIDEWALK DETAIL SCALE NOTE. ADD UNDERDRAINSAL ONG SIDEWALK ATSPECIFICLOCATIONS IF WARRANTED DUE TO UNUSUALL Y WET FIELD CONDITIONS. i'- o "(TYP. O n o _ H N O 450 CHAMFE io' -o "MAX SPACING v ix6x6 TREATED BOARDS v FASTENED 254" TREATED RUNNER I j 141.4-.14. ...... 1 -1 -A .............. 1. s.,; DETAIL N WOODEN PRIVACY FENCE NOT TO SCALE .10=O" 41 0" STEEL BOLLARD (INTERIOR) (TYA) (SEE DETAIL THIS SHEE7) o , n A E'R $ MASONRYDUMPSTSCREENING WALL (8 "WID7HX7'- o "HEIGH7) (REFER TO ° ARCHITECTURAL PLANS FOR DETAILS) A ° STEEL BOLLARD (E)TERIOR) (TYP.) (SEE DETAIL THISSHEE7) 1, o "d DUMPSTER GATE (SEE Q, DETAIL THISSHEE7) R DENOTES 8 C. Y. DUMPSTER 1) 6= o "WX5'- 677X6 =8'(H) LAYOUT iv ! _y (2 PER DUMPSTER PAD) 4X4 616 WELDED _2n WIREMESH 6 "CLASSA3 CONE 4 "21A STONE COMPACTED SUBBASE DETAIL -• CONCRETE DUMPSTER PAD NOTE: CONTRACTOR TO VERIFY WITH ON -SITE GEOTECHNICAL ENGINEER FOR FINAL CONCRETE DETAILS. Z D: 2 so' -6" ti a v sx6x6 TREATED BOARDS v BOLTED TO IRONFRAME ....� STEEL BOLLARD (EXTERIOR) (n'P) (SEE DETAIL THIS SHEE7) v' ' •• • ; f .�; 2x2x3/i6 CANEBOOT ANGLEIRON " FRAME DETAIL - DUMPSTER GATE DETAIL - DUMPSTER AREA NOT TO SCALE 4'X4" WOODEN POSTS NOTE: SEE TRAFFIC IMPACT ANALYSIS FOR THE BRIARWOOD COMMERCIAL DEVELOPMENT PREPARED BY DAVENPORT ENGINEERS. SEE FIGURE i - SITE PLAN FOR SITE MAP, TABLE 4.2 FOR PROPOSED ITE TRIP GENERATION, AND THE SUPPORTING DOCUMENTATION SECTION OF THE APPENDIX FOR EXISTING ITE TRIP VOLUMES IY I I ( � A"1 xN STREET APPROAICH SAME SURFACING (RAOAIS TO BE AS I sHOwN QH PLANSN CI `, AS MANLN,E ROADWAY (SEE NOTE 6) Design ADT CBR SSV Dr I (RADIUS TO BE AS 1 a NrA0U1. coHaeNATIDHN swwH ON PLANS) Sub -base i h !a 18 10.6 CURB AM CUTTER 8682 CC•6t (SEt< NOTE 7l 15.25 SM -9.5 2 2.25 BM -25 5 12.15 SIDEWALK l 16- j y OPTIDIatL 6,• FLOW LIE EX MT • •SHOWN TYPICAL MMRVLIE ROADWAY ON SECTOK A-t PLAN VIEW MAMLIE ROADWAY SLOPE MY 1PARABOLIC CURVE OPTIONAL SHOULDER SLOPE CHANCE ® - _ _D _ , D MAINLINE ROADWAY t,x MAX. _, D SLOPE CHANCE D ,Table 4: Pavement Desi n -� g (VDOT Pavement Design Gui `�- - -~ -�-- �- - --{ -- .T- - I Pavement �Desiin _ ! RF- 1.0 I I 1 a I Location Design ADT CBR SSV Dr Surface ' h 1 a Base b a Sub -base i h !a 18 10.6 Dp GAS STATION SITE PAVING 8682 5 5 15.25 SM -9.5 2 2.25 BM -25 5 12.15 21B 20.05 GENERA. NOTES 1. YINEN OG•TI15 USED FIXt STREET CON THE OTIP�OLJC.4, B TFE D ABLE4�NEN IT OF TIE V00T ROM DESKGN NNAIa!A ICLUOWG SIGHT DISTANCE HNEQt/tENENTS. 2 MIEN THE ENTRANCE RADR CANNOT ACCOMMODATE THE TURIMIG REQUIRDIEM OF ANTICIPATED HEAVY TRUCK TRAFF THE NN NEE L 5 OFFAE MM3F�101`AO B"E RCS INCREASED TO 7•- 3. wHEN USED N COFUUtlCTTON 147TH STANDARD CO-3 BCE AO AISLTED TO MATCH THE MOUNTABLE lX1R8 TO COl4lf;URATNON. 4. SEE STAMaARO CC -1Z 6 Outs R/i(P OESM TO NNE USED U# TNS STMDARD_ 5. OPTIONAL FLOWLIE MAY REQUIRE WARPING OF A PORTION OF GLITTER TO PREq•UDE POGOIIG OF WATER. ENTRANCE NOTES 8. PUNS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW LINE 66 BRED TO PROVIDE POSITIVE DRANAGE ACROSS THE 7. MINILIE PAVEMENT SHALL BE CONSTRUCTED TO THE R/w LNE tEXCEPT ANY SUBGRADE STABILIZATION Olt OMITTED IN ANLINE PAVEMENT EMENT We" CAN BE R. RADIAL CURB OR CONIOWT'ION Ctlffi AD TIT:R MNOFF'TT0.1 0 AC B� EYOO THE it/w LJIE a THE DESNRABLE AND MAXIMUM ENTRANCE GRADE CHANGES 'Ir ARE TA&i. TfESE VALUES ACRE NOT APPL ARE 'TO STREET 0 CONSTRUCT GRAADE cwt cEs WITH A PARABONJC CURVE. CONNECTIONS SECTION A - A ALLOWABLE ENTRANCE GRADE CHANGES B ENTRANCE VOLUME GRADE CHANGE 13" oESOP-48 IAAX5/J11 HON MORE THAN 1500 WO Ox 311 AEOIUN �D -+600 VPO sax ex Low LESS THAN SOO VPD 969 B x CC-tt CLASS A3 .V. .►, •!• �' NOTE. ALLOWABLE ENTRANCE GRADE TABLE 6 NOT OM.S.H v ' •: •:. •►.'• ► APPLICABLE TO STREET CONNECTIONS Cc IETEE SECTION C -C SKCIFICATION METHOD OF TWATMW- COMECT#,tON FOR STREET INTERSECTOWS 502 = COMMOMO . ENTRANCES REV VWWA DEPARTMENT OF TRANSPORTATION 1 20344 L:IJA_ sn IN `_'6 _^ t.rr= H, ' j iA-41 JA I P.r t; -7 fa s4:. ^I.-. G4 i TA,. :I +•141• .H- ;•, It-It M [01 M r• :<41'f•:55KA• : ;CULT• W.0 =F: C.;;'Lll:s 'thrrtpi s -riw s o YAI iF?-; -f. As: IRPK',T.:r, >CTJ :C$ - :S4•'rF_ '.7!i• X B :4. WPLE 'r5 Cl;LrL1� 5 .-:+Ir U'•1 till IY ni.l ' 'ta. � "nY.'t Y 1 : 1 ts:' F wmv :. -•a,ti I1d:Y 11: t it TYPICAL SERVI E .LAT :,SAL INfiTALLATON R•T -1 r'nr w slytE t SERVICE Lk� _RAL C_ ")':.'d'_C; C`.h.' .�`ill:�.. 's- 'tlr"<r i. Fi -w".R srz , Cr I AT- F:.,.l - oNt %r'•TS Tcab A- 01:' HeI :hJI ?I:" \':) l "Ivi k 1 11 "A1 C h 104 . 11 S1'4V Cl . fitf PAI l :, R- C:CR'ELY ,FE 70= (CROWN! '?_= VA.TO\ OF TF -E S =RVIC= _r;T =r1,AL ' PE 5-AL- K_ ti LE.• °•.;.T ;;_2 FIGAE i ---f.-,N T -E TOP ELE;'.A t,,,F.' �-,�F '-1= 'F; L,r.E77 '.r'E _..,`•`•E..T_C �) I . M ANI GJt V. KIO •At,t•� r 4llNG >L d'R- 41A%l',J P I1AA 1= tir�tt`dECTE� '_SlF =� A, -PE SA-IUA, IIINk:,_.,A'CxA[jE F01 Et'F =r1. SETICE C' IAECTIOtJ =_.-MILL BE 2`s4 ry 6'. <" ' =E i =rt7T 4. All :S i4( Ft :,AlJ: Pk r ";Ilh Rt'J 21 L.II`d ,L S:; : ,', 5 -�'E P ►�:1FJ, +..{ Ceti =Z ALL .4Ef ..,:T�r,I Hr�__ . � , � .. I ' IW N'.A l <C f %..ICs -Nip (7= S E CTION P LAIN VAFIF:S SF WFR SFRUIC:F, I ATFf; I1,I C ONNF.CTION : -:7 • •oo PSI AT . Y OR STRONGER) 4X4 616 WELDED WIREMESH . s i A NO SCALE SURFACE COURSE - 2" SM -9 - INTERMEDIATE COURSE - 5" BM -25 COMPACTED AGGRE{ COURSE - 8" VDOT #; I CO•i NOTES, IL Tft ITEM MAY BE PIMA6T.0t CAST IN RAM S- FTOPGA4T. ' A3 IF G157' IM MAN. H. OMMATM cut( A�t�ItT�19�tgFIASi w A 1t ns KeW 0FRFOR JL4 RAOML.' 4" Lrve 'E BOTFf1 pG�yF� •TpElgi� AO 7'D 'THE, OEPT}I d'�" 1PE PA1AEiQf1(: t!. AALLOWAKS I F THE (at Or =4 is A N�NAL IN A CM ST +MIDK 7S w • w r ,t ♦ a .' A s THiE CONTT2AGTDR COMBINATION 6" CURB AND CUTTER aoAO ArmT, � vHR=NIn 13rTAiTTlf1TT OF TRAnIIPDarATIOx' REVISION DATE SAM T OF I 2wal COMPACTEG SUBGRADE ASPHALT PAVING - ROADS NO SCALE ROUTE z9 SCALE: 7-NH =6O' ce-L2 GENERAL NOTES= T: TW DEI.MAke wARHIWD SHALL BE PROVIOED BY, TRUNCATED OME_ S, i MiCTABLE 11AH M -TO K MM A -3 CO "ETE ICLASS A-* r PRECMT) N TE GW IM SU Rri F ACE' f CTHDN E OF I PWTTN NCF THE RWATLH + IPB6Y 2 NbT ENIpp :AM. MT P M RV. TH' TK* CATED OWES DETECTABLE AtnNO AAY P0 TH E IPROVAL - OF THE EN(WEER. . 3. SLOPING SIDES OF CURB RAP MAY vi *w" MDNam4dAdY NIHTM Raw PERPENDICULAR FLOOR OR BY UM PERMSSIBLE CORSTRUICTWN JOW WfTH RUKW D BARS.. 4, F RAMP FLOOR B PRECAST. 14M6 IIUST RE M- iODED FOR DOWEL 6ARS X50 1YAT AOJCMIWO PLAREO 50ES-CAN CAST N P7•ACE AFTER pLtCEMENT'OF HCAST RMt+ itOCR. PItH CAST COPtG7tETE SHALL BE CLASS Ar4. K. BARS ARE 10 BE NO.S'X 6" PLA{Ep TC Nit H TO'CETiTER.ALONG Txo MUk. 00 ws (HR T1 FLOOR• M/I.OEpTN CF RN,IP PLISOfL L HRHM , t •"' CONCRETE COVER /p'•. 6. � �JRG9 LO M R 0WtTI;0 CUM RAMPS TYPE.B 7: .CURB RAMPS AAE'TO LOCATED AS SHOWN ON THE PLANS OR AS CTED PARALLEL. BY THE ENGIIE6R. i1!r Y A/GE TO BE PROVIOED AT IHTERSt CTRJNS WHEREVER IaN ACCE.,E RsTUTE WITHWI THSE Rtd(f CF WAY OF A 9HIprAtAY FACR,rTY' OR NO€s THEY lE53 of NTET}IER Tt"N kJt 1t F](C'cTl1G RROP05it) OR�NCAIl7gSTElNT. THEY NMAST �� LOCATT:U W4rtgt PCDESTRHAN azSsswAH.NS ' AS SHOWN OIi PLANS OR AS dRECT}Ti BY. THE ggR, AM SH OX&V NOT II _ LOCAIEO BEIIA} V£AiICLE STOP UrEgS,, E9ftSTCICHT Pri£S.FF�weE ,,X NYORANTS, OROP IA.ETS, ETC, J1C SS�LE ROUTES PRCVDE . A CONTNUOUS IWOBSTRtlCTED STABLE FBAI 'AHD SL4+ RESISTANT PATH CQFLV£C7NO ALL AN SUS OEBYTAA FACLTY THAT CNr HTE APPROAtAEO, ENTED;H 9. ItANPS fAA1' OE PINKER 4*, tL RACIAL OR'TAt,iO� A XCT(p4 PROYM TPAT gIRN TIE CUN2B OPEHND N$ PLACED IY[iiNi. THE ; TS TTE 0 5*ALK AYH AT 2• HONER THAN THAT THff SLpp� At 7HE CCMECJNON OF , E CURL C4�F*. HS tN' PAVEMENT.: PERPEHwiuCtA,A('TO TAE- t7UR6. `. � iwT'.?IC XC v3MF_ A5 FOP Cf" GIyRO Or. trrICAL ALi _ 15 4X TtIE tP 0AIkAf Nf I i`1fP� C FFt�T ST CG t3 T t vY PARALLEL &PERPENDICULAR TRI, TRAFFIC >FOR CC 0EP'TK ' V. WHEN CURS RAIk,ARE CUBED N CCNAMIM YHTH.A SHARED USE'PATN TtE JMRIMRIM -wQTH SHALL, DE THE .NMTH OF..THE SHARED USE PATH L6" - 2.4" TRUNCATED DOME C•C . 0 00 4 O a O Ora 0 0 0 o 0�0 O O O O a O 0 O a 0 } To 0000`004= 00.0 "0.'000 a 30x 0 C1 6 6, 0 066 d 0 O 0 0 0 0 a a' 0 0 oo.6 0,0000.00. O. -`14 "' VkR1AELE' BASE OtAL1E ER 4' TRUNCATED PAY UNITS L ' DET'ECTA �IWARNING OF 4 Cc -12 DETECTABLE 11AW.N.0 SUR ACC - REV, 7105 :GENE.Rk NOTES .. - s i 20.05' YflrtA f>l PAEtTLIEMP:CF 'TRkGSPiittTATI , H T SCOT COLLINS'Z O 1•-t O Lie. No. 035791,a I�A1516111I1 E��l 7 J N iLLJ o G LLJ O Z W O 0 a C;6 C W Q C m 5:- p w z > a Q Uj J w p w N 2 g w D LU > z w cTC (n w z CL N U) O a LL!a T 1-- z 0 }...� 0 _o V) F-•� F-- V W Q v) _z oLd L w U) w V / z_ LL O ° 0z rte/ w V 0z a J Q C J z .o z �� O Q 0 o C .0 C In c C (� J o r U 0 _ C 3 (� All a V / Q) v , W .0 0_ x a� U) � o 0 � U.J 0' 0 E o (D O -c a 3 z C7 Q J O Q w w U) V z 0 '_ z 2 O a 0 L� w _ V Z=3 z t_ J C O O U U L o 0 T C i a H 0 I.. e 0 0 Q_ S v W .U) 7 � U O x � U V) C L 60 U J N tJ r N N U E d o- O JOB NO. ° 0 a� 122076 0 m to > SCALE ° N v = AS NOTED 0 to � L SHEET NO. a QQi 0 a� 5 r 3 z O c Q C (A w NTT ® Z Z O (r1 J L < c i> L i c � C C c U C L 7 J N iLLJ o G LLJ O Z W O 0 a C;6 C W Q C m 5:- p w z > a Q Uj J w p w N 2 g w D LU > z w cTC (n w z CL N U) O a LL!a T 1-- z 0 }...� 0 _o V) F-•� F-- V W Q v) _z oLd L w U) w V / z_ LL O ° 0z rte/ w V 0z a J Q C J z .o z �� O Q 0 o C .0 C In c C (� J o r U 0 _ C 3 (� All a V / Q) v , W .0 0_ x a� U) � o 0 � U.J 0' 0 E o (D O -c a 3 z C7 Q J O Q w w U) V z 0 '_ z 2 O a 0 L� w _ V Z=3 z t_ J C O O U U L o 0 T C i a H 0 I.. e 0 0 Q_ S v W .U) 7 � U O x � U V) C L 60 U J N tJ r N N U E d o- O JOB NO. ° 0 a� 122076 0 m to > SCALE ° N v = AS NOTED 0 to � L SHEET NO. a QQi 0 a� 5 r 3 470 46o 450 440 430 420 o +00 46o 450 440 430 420 o +00 0 +10 0 +20 0 +30 0+40) o +50 0 +60 0 +70 WALL SECTION G BOULDERVIEW ROAD - STA. 23 +69 0 +80 0 +90 1 +00 (SCALE: i " =zo') 0 +10 0 +20 0 +301 0+40 0 +50 o +6o 0 +70 WALL SECTION H BOULDERVIEW ROAD - STA. 23 +99 450 440 430 420 0 +00 470 46o 450 440 430 0 +00 PROPOSED WOODEN FENCE PROPOSED WOODEN FENCE i I - ! ? PROPOSED U�ADE j EXISTING GRADE _ r --- - - - - -- ----- - - - I ; o _.__ - - - - -- - - - - - -- -__- I -- -- - - - - - -- -- .. -- - - - - -- -- - - - -- -- - - - -i HAND RAIL 4 - - - -- - - - - -- - - -= - -- - - -- - - -` - �_� - - - - - - - -- - - - -- - - -- t I SEE DETAIL, SHEET 10 i � TW -442 I PROPOSED GRADE _ - - -- ... - ! 1 I I i j 1 WALL HEIGHT =i3' i I ---------- - - - - -- ---- - - - - -- j - ! 4 - - -- _ -- - - - - _ -- - _ _ - - -- - - - - -- - -- - - - -- -i i BW =429 ? Z BOULDERVIEW ,ROAD OV ! NOTE: SEE STRUCTURAL PLANS BY', CIRCEO ENGINEERING FOR SPIECIFIC 1 15' S/W I NOTE: SEEiSTRUCTURAL FLANS BY CIRCEO EMBEDMENT DEPTHS AT EACH 1_06 � 10N ALONG WALLS, SHEETS :o & 11. j ENGINEEIRING FOR SPECIFIC EMBEDMENT DEPTHS AT I j I R/W i I I i f EACH -1 LOCATION' ALONG WALLS(, SHEETS 10 & i1. RtW , I ! i I ------ - . I -- -WALL HEIGHT-5' { 46o 450 440 430 420 o +00 0 +10 0 +20 0 +30 0+40) o +50 0 +60 0 +70 WALL SECTION G BOULDERVIEW ROAD - STA. 23 +69 0 +80 0 +90 1 +00 (SCALE: i " =zo') 0 +10 0 +20 0 +301 0+40 0 +50 o +6o 0 +70 WALL SECTION H BOULDERVIEW ROAD - STA. 23 +99 450 440 430 420 0 +00 470 46o 450 440 430 0 +00 PROPOSED WOODEN FENCE 470 46o 450 0 +80 0 +90 440 (SCALE: 3 " =zo ) j EXITING GRADE i AL 4' HAND RAIL SEE DETAIL, SHEET lo vm o _.__ - - - - -- - - - - - -- -__- w - - - -- - - - - -- - - -= - -- - - -- - - -` - �_� - - - - - - - -- - - - -- - - -- t I i i � I I I PROPOSED GRADE I ff ! 1 I I { PROPOSED GRADE I I ---------- - - - - -- ---- - - - - -- j - ! I WALL HEIGHT = 3' i OV ! I ; 2Z ` HANID RAIL I NOTE: SEEiSTRUCTURAL FLANS BY CIRCEO i ENGINEEIRING FOR SPECIFIC EMBEDMENT DEPTHS AT I I EXISTING GRADE ! EACH -1 LOCATION' ALONG WALLS(, SHEETS 10 & i1. RtW - - - - - - - I ! i I ------ - . I -- -WALL HEIGHT-5' { EACH L(CATION ALONG WALLS, R/1N L? CATION 0 BW =436 - -r -- - - -- f I BOULDERVIEW ROAD NOTE:' SEE STRUCTURAL PLANS BY IRCEO ENGINEERING FOR SPECIFIC � 5� S/1N � I 1 EMBEDMENT DEPTHS AT EACH LOCATION ALONG WALLS, SHEETS i0 l& 11. _ 1 I R/N ! m _.._ ------- ._.____ - -_. ---- .____ -_ - -- .___. - - -- -._ _!- _ -- ------- _- .___ -.- __ -. -- _-._ _ -_ - z._.__.__.... -_._ HAND RAIL - ------- _____---- - - -.__ a c N ° .N ce i ! SEE DETAIL, SHEET 10 I TW =443 Ce LU -- -WALL HEIGHT=' 3' 1 i , I ...._.... - -_ __ _ -. W• =440 ------ - ROAD Lu i ; ( 8OULDERVIEW NOTE: SEE STRUCTURAL PLANS BY CIRCEO ENGINEERING FOR SPECIFIC WALLS, 5' S/W j EMBEDMENT DEPTHS, AT EACH LOCATION ALONG SHEETSj10 & 11. j u 470 46o 450 0 +80 0 +90 440 (SCALE: 3 " =zo ) GRAPHIC SCALE 50 0 25 50 100 200 ( IN FEET ) 1 inch = 50 ft. 0 +10 0 +20 0 +30 0 +40 0 +50 WALL SECTION I BOULDERVIEW ROAD - STA. 24 +41 430 0 +00 0 +10 0 +20 0 +30 0 +40 0 +50 o +6o 0+70 WALL SECTION D BOULDERVIEW ROAD - STA. 21 +97 o +8o 0 +90 2 +00 (SCALE: ,. " =:10') j EXITING GRADE i AL 4' HAND RAIL SEE DETAIL, SHEET lo vm o _.__ - - - - -- - - - - - -- -__- w - - - -- - - - - -- - - -= - -- - - -- - - -` - �_� - - - - - - - -- - - - -- - - -- t z 1 4' HAND RAIL i � i ; ;,,• SEE DETAIL, SHEETlo RETAINING WALL CONSTRUCTION NOTES a ~ { PROPOSED GRADE I I ---------- - - - - -- ---- - - - - -- j - ! I WALL HEIGHT = 3' i OV li BW =4 �7 I BOUT DERVIEW ROA I ; 2Z ` HANID RAIL I NOTE: SEEiSTRUCTURAL FLANS BY CIRCEO N ENGINEEIRING FOR SPECIFIC EMBEDMENT DEPTHS AT I EACH -1 LOCATION' ALONG WALLS(, SHEETS 10 & i1. RtW CIRCEO ENGINEERING FOR I r TW =441 SPECIFIC !EMBEDMENT DEPTHS AT ------ - . I -- -WALL HEIGHT-5' { EACH L(CATION ALONG WALLS, R/1N L? CATION 0 GRAPHIC SCALE 50 0 25 50 100 200 ( IN FEET ) 1 inch = 50 ft. 0 +10 0 +20 0 +30 0 +40 0 +50 WALL SECTION I BOULDERVIEW ROAD - STA. 24 +41 430 0 +00 0 +10 0 +20 0 +30 0 +40 0 +50 o +6o 0+70 WALL SECTION D BOULDERVIEW ROAD - STA. 21 +97 o +8o 0 +90 2 +00 (SCALE: ,. " =:10') 470 o +6o 0 +70 (SCALE: 460 1 1 Tall - 00101 '!.'� ' �� -•mss, __ •+w • • 450 440 430 420 0 +00 0 +10 0+20 0 +30 0 +40 0 +50 0 +60 0 +70 WALL SECTION E BOULDERVIEW ROAD - STA. 22 +44 440 430 420 410 400 o +00 PROPOSED GRADE i AL 4' HAND RAIL SEE DETAIL, SHEET lo vm o \ i w { I PROPOSED GRADE z �'�� i EXISTING GRAD � PROPOSED ! i x i ' j I EXISTING �RADE WOODEN FENCE'S RETAINING WALL CONSTRUCTION NOTES - - - - -z ~ W =422 I ---------- - - - - -- ---- - - - - -- j - ! a OV i f WALL HEIGHT=' 6' I ; 2Z ` HANID RAIL I BW =413 N 4' I I { I 1 SEE DETAIL, SHEET 10 i = ' -4 I i i a CIRCEO ENGINEERING FOR I r TW =441 SPECIFIC !EMBEDMENT DEPTHS AT ------ - . I -- -WALL HEIGHT-5' { EACH L(CATION ALONG WALLS, R/1N L? CATION 0 BW =436 -1 W I BOULDERVIEW ROAD NOTE:' SEE STRUCTURAL PLANS BY IRCEO ENGINEERING FOR SPECIFIC � 5� S/1N � I EMBEDMENT DEPTHS AT EACH LOCATION ALONG WALLS, SHEETS i0 l& 11. _ 1 I R/N ! m I i I •-' W 470 o +6o 0 +70 (SCALE: 460 1 1 Tall - 00101 '!.'� ' �� -•mss, __ •+w • • 450 440 430 420 0 +00 0 +10 0+20 0 +30 0 +40 0 +50 0 +60 0 +70 WALL SECTION E BOULDERVIEW ROAD - STA. 22 +44 440 430 420 410 400 o +00 440 0 +10 0 +20 0 +30 0 +40 WALL SECTION A BRIARWOOD DRIVE - STA. 0 +94 I' rTH 0� s("3e(� R. SCO COLLINS C Lic. No. 035791 � 4 w4 O��SSj4NAL '��01� PROPOSED GRADE i AL 4' HAND RAIL SEE DETAIL, SHEET lo vm o : w I - ' I � =428 z �'�� i EXISTING GRAD � WALL HEIGHT= 6' RETAINING WALL CONSTRUCTION NOTES ui ~ W =422 o a OV i f WALL HEIGHT=' 6' (SCALE: i " =1o') I BW =413 N , - ---------- _.___.__.___-- __ -?'- - .---- _____._.._. - {- BRIARWOOD DRIVE NOTE: SE STRUCTURALiPLANSBY - -- = ' -4 I i i a CIRCEO ENGINEERING FOR I r J SPECIFIC !EMBEDMENT DEPTHS AT F EACH L(CATION ALONG WALLS, R/1N L? CATION 0 10 & 11. { 1 -1 W < IEMBEDI�AENT DEPTHS AT EACH LOCATION ALONG WALLS, SHEETS so & 11. R/W i ; I j i i I i i m I i I 440 0 +10 0 +20 0 +30 0 +40 WALL SECTION A BRIARWOOD DRIVE - STA. 0 +94 I' rTH 0� s("3e(� R. SCO COLLINS C Lic. No. 035791 � 4 w4 O��SSj4NAL '��01� S Z a a (� J ° Lu ui i i 5 � � 0 En w M :Z i u cn + 4• HANU KAIL i µ� SEE DETAIL, SHEETlo i f 430 _... -_ - - - - -- 1. - -- - - - - - -- - -- - PROPOSED - -- 429._ - ; - -- -- - -- - GRADE EXISTING GRADE i f I j w •d, -, WALL HEIGHT = 6' iBW =423 t 2; 420 - -- _ - - - -- - _ ---- - - - - =1 - -` TW NO YESEE STRUCTURAL PLANS BY CIRCEO ENGINEERING FOR WALL HEIGHT '= 6' SPECIFIC EMBEDMENT DEPTHS AT .� BW - 1 EACH LOCATION ALONG WALLS, { -4 4,`,; { 1 SHEETS 10 & 11. ! 2• ` 410 { zl i BRIARWO00 DRIVE R/W 0') 0+00 0 +20 0+20 0 +30 0 +40 0 +50 o +6o T' WALL SECTION B (SCALE:, " =zo') M BRIARWOOD DRIVE - STA. 1+40 G N M 440 - PROPQSEDGRADE i uj a f i i T �gl � y' HAND RAIL C:, t— a ` 'SEE DETAIL, SHEETlo `t� °w� I EXISTING GRADE 0 +80 0 +90 1 +400 430 jTW =428 - -- - (SCALE:1 "= 110') WALL HEIGHT =3't i J 1 BW e• Y r { > ++ 7, =425. W z 3:1 TW =423 — _ i } i w -- '�' J H W z 420 - - -- - - -- ,- - - - -- - - - - -t -- -- -WALL HEIGHT = 6' --- - - - - -' -_ Q PROPOSED WOODEN FENCE z o 0 +50 o +6of w 0 z � 'EXISTING GRADE f ! I i f ,E .__._�.._..- .--- ..,._._._ _ _---------- _....__l____._-- .._...__.___. -- { - ------------ RETAINING WALL CONSTRUCTION NOTES ui ~ o a OV F p ; c F S Z a a (� J ° Lu ui i i 5 � � 0 En w M :Z i u cn + 4• HANU KAIL i µ� SEE DETAIL, SHEETlo i f 430 _... -_ - - - - -- 1. - -- - - - - - -- - -- - PROPOSED - -- 429._ - ; - -- -- - -- - GRADE EXISTING GRADE i f I j w •d, -, WALL HEIGHT = 6' iBW =423 t 2; 420 - -- _ - - - -- - _ ---- - - - - =1 - -` TW NO YESEE STRUCTURAL PLANS BY CIRCEO ENGINEERING FOR WALL HEIGHT '= 6' SPECIFIC EMBEDMENT DEPTHS AT .� BW - 1 EACH LOCATION ALONG WALLS, { -4 4,`,; { 1 SHEETS 10 & 11. ! 2• ` 410 { zl i BRIARWO00 DRIVE R/W 0') 0+00 0 +20 0+20 0 +30 0 +40 0 +50 o +6o T' WALL SECTION B (SCALE:, " =zo') M BRIARWOOD DRIVE - STA. 1+40 G N M 440 - PROPQSEDGRADE i uj a f i i T �gl � y' HAND RAIL C:, t— a ` 'SEE DETAIL, SHEETlo `t� °w� I EXISTING GRADE 0 +80 0 +90 1 +400 430 jTW =428 - -- - (SCALE:1 "= 110') WALL HEIGHT =3't i J 1 BW e• Y r { > ++ 7, =425. W z 3:1 TW =423 — _ i } i w -- '�' J H W z 420 - - -- - - -- ,- - - - -- - - - - -t -- -- -WALL HEIGHT = 6' --- - - - - -' -_ Q PROPOSED WOODEN FENCE z o 0 +50 o +6of w 0 � 'EXISTING GRADE f ! I i f ,E .__._�.._..- .--- ..,._._._ _ _---------- _....__l____._-- .._...__.___. -- { - ------------ RETAINING WALL CONSTRUCTION NOTES ~ (SCALE: , uo ) ; I C (SCALE: i " =1o') o N ° = ' -4 I i i a Z J REINFORCED FILL ARE REQUIRED. F 0 Q -1 W < IEMBEDI�AENT DEPTHS AT EACH LOCATION ALONG WALLS, SHEETS so & 11. R/W i ; I j i i I i i m I i I •-' W a c N ° .N ce m Ce a Ce LU UI Q Lu W W` u S Z a a (� J ° Lu ui i i 5 � � 0 En w M :Z i u cn + 4• HANU KAIL i µ� SEE DETAIL, SHEETlo i f 430 _... -_ - - - - -- 1. - -- - - - - - -- - -- - PROPOSED - -- 429._ - ; - -- -- - -- - GRADE EXISTING GRADE i f I j w •d, -, WALL HEIGHT = 6' iBW =423 t 2; 420 - -- _ - - - -- - _ ---- - - - - =1 - -` TW NO YESEE STRUCTURAL PLANS BY CIRCEO ENGINEERING FOR WALL HEIGHT '= 6' SPECIFIC EMBEDMENT DEPTHS AT .� BW - 1 EACH LOCATION ALONG WALLS, { -4 4,`,; { 1 SHEETS 10 & 11. ! 2• ` 410 { zl i BRIARWO00 DRIVE R/W 0') 0+00 0 +20 0+20 0 +30 0 +40 0 +50 o +6o T' WALL SECTION B (SCALE:, " =zo') M BRIARWOOD DRIVE - STA. 1+40 G N M 440 - PROPQSEDGRADE i uj a f i i T �gl � y' HAND RAIL C:, t— a ` 'SEE DETAIL, SHEETlo `t� °w� I EXISTING GRADE 0 +80 0 +90 1 +400 430 jTW =428 - -- - (SCALE:1 "= 110') WALL HEIGHT =3't i J 1 BW e• Y r { > ++ 7, =425. W z 3:1 TW =423 — _ i } i w -- '�' J H W z 420 - - -- - - -- ,- - - - -- - - - - -t -- -- -WALL HEIGHT = 6' --- - - - - -' -_ Q 0 +10 0 +20 0 +30 0 +40 0 +50 o +6o 0 +70 WALL SECTION F BOULDERVIEW ROAD - STA. 23 +30 LANDSCAPING NOTE: AREA BETWEEN WALLS #1 I& #2 SHALL BE HEAVILY LANDSCAPED TO PREVENT' TRESPASS. 1 mm �r■r o +8o GRAPHIC SCALE i O E. SEE STRUCTURAL PLANS ° W BY CIRCEO ENGINEERING FOR BW =4 �7 (n 06 L SPECIFIC EMBEDMENT DEPTHS AT l i j ,I ,J 1 z EACH LOCATION ALONG WALLS i BRIARWOOD DRIVE z o 410 SHEETS to & 11. R I- Z o 0 L9 0 C: O 0 0 V o +oo 0 +10 O +ZO 0 +30 0 +40 0 +50 0 +6o Q O WALL SECTION C (SCALE: x " =so') = W C v Q cn D Z BRIARWOOD DRIVE - STA. 1+77 }-- N V7 y Y 0 Q �x H U) =s U 0, RETAINING WALL NOTES s. SEE SHEETS so & = FOR RETAINING WALL DESIGN & RELATED DETAILS ul COMPLETED BY CIRCEO ENGINEERING. I— Q Q Z cc 2. THE OWNER SHALL ENGAGE INSPECTION AND TESTING SERVICES (QUALITY ° W wY w 0 za CONTROL) DURING CONSTRUCTION TO ENSURE PROJECT DESIGN REQUIREMENTS w o ARE MET; THE LACK OF QUALITY CONTROL BY THE OWNER DOES NOT RELIEVE I— O ° THE CONTRACTOR OF THESE REQUIREMENTS. V) 3. QUALITY CONTROL SHALL INCLUDE BUT NOT BE LIMITED TO: FOUNDATION j Ce O SOIL INSPECTION, VERIFICATION OF GEOTECHNICAL DESIGN PARAMETERS, AND W o VERIFICATION THAT CONSTRUCTION IS IN GENERAL COMPLIANCE WITH THE T DESIGN DRAWINGS. 4. ONLY QUALIFIED AND EXPERIENCED TECHNICIANS SHALL PERFORM TESTING Q a AND INSPECTION SERVICES. 0 m O N U O NOTE: SEE STRUCTURAL ENGINEERING PLANS BY CIRCEO GEOTECHNICAL N ENGINEERING, SHEETS io & 11 FOR FINAL o DESIGN OF RETAINING WALL SYSTEM. PROPOSED WOODEN FENCE - PROPOSED GRADE ; 0 +90 1 +roo w 0 � 'EXISTING GRADE f ! I i f ,E .__._�.._..- .--- ..,._._._ _ _---------- _....__l____._-- .._...__.___. -- { - ------------ RETAINING WALL CONSTRUCTION NOTES ~ (SCALE: , uo ) ; I E. ! � i 4' HA , a m { i i ' SEE DETAIL, SHEETlo = ' -4 I i i a i-- - - - - - - -.. -- - - - - -- - -- REINFORCED FILL ARE REQUIRED. , WALL HEIGHT = � 2' fi I l i i i i 1 j - ! - -- - - 1 -- - - - - -- - - -- j - - - - - - -! -- - - - - - - -_ BW = 0 -- - - - - -- r 1 { _ __. _--- ___ -__ 43 BOULDERVIEW ROAD- ______ X06 No. 0 I i i I i i i 5, SJW NOTEr SEE STRUCTURAL PLANS BY �IRCEO ENGINEERING FOR SPECIFIC 4 i i IEMBEDI�AENT DEPTHS AT EACH LOCATION ALONG WALLS, SHEETS so & 11. R/W i ; I j i i I i i I i I A CIVIL - GEOTECHNICAL OR STRUCTURAL ENGINEER'S REPORT CERTIFYING 0 +10 0 +20 0 +30 0 +40 0 +50 o +6o 0 +70 WALL SECTION F BOULDERVIEW ROAD - STA. 23 +30 LANDSCAPING NOTE: AREA BETWEEN WALLS #1 I& #2 SHALL BE HEAVILY LANDSCAPED TO PREVENT' TRESPASS. 1 mm �r■r o +8o GRAPHIC SCALE i O E. SEE STRUCTURAL PLANS ° W BY CIRCEO ENGINEERING FOR BW =4 �7 (n 06 L SPECIFIC EMBEDMENT DEPTHS AT l i j ,I ,J 1 z EACH LOCATION ALONG WALLS i BRIARWOOD DRIVE z o 410 SHEETS to & 11. R I- Z o 0 L9 0 C: O 0 0 V o +oo 0 +10 O +ZO 0 +30 0 +40 0 +50 0 +6o Q O WALL SECTION C (SCALE: x " =so') = W C v Q cn D Z BRIARWOOD DRIVE - STA. 1+77 }-- N V7 y Y 0 Q �x H U) =s U 0, RETAINING WALL NOTES s. SEE SHEETS so & = FOR RETAINING WALL DESIGN & RELATED DETAILS ul COMPLETED BY CIRCEO ENGINEERING. I— Q Q Z cc 2. THE OWNER SHALL ENGAGE INSPECTION AND TESTING SERVICES (QUALITY ° W wY w 0 za CONTROL) DURING CONSTRUCTION TO ENSURE PROJECT DESIGN REQUIREMENTS w o ARE MET; THE LACK OF QUALITY CONTROL BY THE OWNER DOES NOT RELIEVE I— O ° THE CONTRACTOR OF THESE REQUIREMENTS. V) 3. QUALITY CONTROL SHALL INCLUDE BUT NOT BE LIMITED TO: FOUNDATION j Ce O SOIL INSPECTION, VERIFICATION OF GEOTECHNICAL DESIGN PARAMETERS, AND W o VERIFICATION THAT CONSTRUCTION IS IN GENERAL COMPLIANCE WITH THE T DESIGN DRAWINGS. 4. ONLY QUALIFIED AND EXPERIENCED TECHNICIANS SHALL PERFORM TESTING Q a AND INSPECTION SERVICES. 0 m O N U O NOTE: SEE STRUCTURAL ENGINEERING PLANS BY CIRCEO GEOTECHNICAL N ENGINEERING, SHEETS io & 11 FOR FINAL o DESIGN OF RETAINING WALL SYSTEM. o 0 +90 1 +roo w 0 � rn RETAINING WALL CONSTRUCTION NOTES ~ (SCALE: , uo ) E. 1. SOIL TESTS TO VERIFY SUITABILITY OF ON -SITE MATERIAL USED AS a m 0 REINFORCED FILL ARE REQUIRED. X06 No. 0 2. SOIL TESTS OR REPORTS FOR IMPORT MATERIAL USED AS REINFORCED FILL a� 122076 ARE REQUIRED. A CIVIL - GEOTECHNICAL OR STRUCTURAL ENGINEER'S REPORT CERTIFYING N ° .N SCALE 3. CONSTRUCTION IN CONFORMANCE WITH DESIGN IS REQUIRED. AS SHOWN N U a 4. MONITORING DURING CONSTRUCTION AND TESTING BY A QUALIFIED C ( IN FEET) SPECIALIST (ENGINEER- TECHNICIAN) WILL BE REQUIRED. SHEET NO. a o 1 inch = 10 ft. 5. BEARING CAPACITY TESTS FOR WALL FOUNDATIONS WILL BE REQUIRED. 6 � a Imo- 3 \ \\ GAS STATION LANDSCAPING CALCULATIONS: TOTAL SITE AREA (i.q4 AQ: 84,So6 SF \ / \ CANOPY REQUIRED (io%): _ _ - - 8,45i SF \ \ I � PROPO ED THE NOPY: 12,883 SF � / \\ \ / --I — + I TOTAL PARKING LOT TREES REQUIRED: -- PARKING SPACE5: / J' \ \\ / #TREESREIQ'D 33 I — — I _ — / \ , TREES PROPOSED: 14 � I \\ / \\ / NOTES: \ — _ s. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATIONS OF THE AMERICAN ASSOCIATION `— x x x x OF NURSERYMEN. THE PLANTING OF TREES SHALL BE DONE IN ACCORDANCE WITH EITHER 7t7t / \ \ THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA — \ NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS AND THE x x \ \ VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR THE ROAD -� --_ — — AND BRIDGE SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. 2. ALL SITE (PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE + ---- \� \-\�, _k MAINTAINIED 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 - + �+ ` — — / \ x PLANT. k k - k k k x / V GAS STATION PLANT SCHEDULE SYM BOTANICAL COMMON NAME SIZE CANOPY (sf) QUANTTrYj COVERAGE (sfl TREES NS NYSSA SYLVATICA BLACK GUM 21/2" cal. 151 5 755 QP QUERCUS PHELLOS WILLOW OAK 31/2" cal. 471 9 44,239 PA PLATANUS ACERI FLORA LONDON PLANETREE 31/2" cal. 422 9 3,798 AS I ROTUNDILOBA LIQUIDAMBAR STYRACIFLUCIFLUA AMERICAN SWEETGUM 12 1/2" cal. 1 23$ 6 1 1,428 UNDERSTORY TREES PY PRUNUS YEDOENSIS YOSHINO CHERRY 6' -7' ht. 1 99 1 3 1 297 EVERGREEN TREES IN JILEX x'NELLIE R STEVENS' INELLIE R STEVENS HOLLY 5' -7' ht. 1 44 6 1 264 SHRUBS AS ABELIA GRANDIFLORA GLOSSYABELIA 24" ht. min 14 20 280 IG ILEX GLABRA INKBERRY HOLLY 24" ht. min 23 28 644 JN 1ASMINUM NUDIFLORUM WINTERJASMINE 24" ht. min 10 20 200 VB VIBURNUM BURKWOODII BURKWOOD VIBURNUM 30" ht. min 22 24 528 VP IVIBURNUM PLICATUMTOMENTOSUM DOUBLEFILE VIBURNUM 24" ht. min 50 1 9 450 TOTAL CANOPY 12,883 � ,'/ II I � // 11 I t / / / 1 \ \ � (UNo.035791,1- �� I i / / — — i i / / / \ / / / 'S"jo J y / P 1 / / \\1 a I �/ / '/ / % / / --- I \ \ A d,. e ~ U) � / /� � ,- / \� . /ba n. l k i/ i _ OL —i — l ° W \ �� r /' a . . . � H Q — �.b o w 0 � � oI 5 vmon v orAibrin" .. o a oe Coritci ean!'��e Cbtdd -Iro be placed on L,aadsca'pe Plans Z to aG � (UwWbook, pp lll= 2W- 111- 297Ior complete spec3Pxmliom) Q J > � W Q e �- M , ' k k k x SE DP- 2013 -35 OR Nf l IGATION � � _ _ — — — — — 1. � tolkwS,.rOmti: �' , (A o Q `� \ \ - �, y REA LANDSCAPING - APPROVED I k + _ — — — — ® r. irrrilxafcYe hiri6(c�Ulaieiedripfinenfat tk *ieaNLYiI? (n m W o T k / k \ k k k ' D'' °' ® T �+adi.,n caul npnirCPnVecli�rfe+uan Q t� pf -� E -(� �(G) k MITIGATION PLAN ATTACHED TO , —�� , o . ' °4°� Z W Q ee = W ce � llr - -- - O \ / iYYi(� ! 0 l+ropm -d utaeiaag, or tann,4 ng b4*cv ttw lim u ofdmwg. . . ® Q -i � I-- n- \ — \ I r kmo THIS FINAL SITE PLAN SHEET 9. + �, ° ' W `` � — i — \ \ k + �' /I \� �/ � i / . . 0 A11tro- sMbadnsalsl ialibz mArke, ittath, pri qYiy. ii Wo; rt aliaightcleuivvisibletpeo ,r.mentpperatnnc. / - `�� LLJ Q Z .�-a - - (t.5-- %1- k -- - - -� k -�, � � /'j - C(" - i �� / o e:. e . /.� 0 r: ogiaclinBxhnllbrgiiiuntiitivufireemslriinghaRheertinsp« tedandappmv«lbvar,mnhr7naptemr. W0' ¢ W d \ \ � r>rn - - - - -- -- �/'.. m , . /' . . . . . . . . . . . . . . . . . . j . ). t rL U oc — _ ._ ,t — — _ — — — — — — — -,- — — — — — — — — — • - - - — . _ . —. _ = — 2 1're�lonsirwdioet ouirseaee rc+icuc•d uiih Ihe•ec :urtxY�r u" sits. W W U v ° sa Ttcv_ avahattmd tcciimaamunrtx6,ditia Q b a _.p;- ° e °_`_\ o . .a . b D p • M'p`e(�\ e ° a a. - — - e b — — — — — — _ a `/ . ° i. , � / . / ) . 0- F-y z N . `° a .. ° -e . e p I . , 7 ' I l o. °. \ v e .. a . v , . a v b. > b °'. P g •e / . . _ W > W -- -_. a D - v e .�- a °- o. � \. /. , . . . . /. liaat+yegvipmmt, lcvlazhaBlc and stc� .a>;eel`renattucaanmatrt'ials inclndi sal shall not ba uiM;in tl dd 'liars,rf tress W � oC _. - s D . . . ./. _ . . l tobaR�rcal Petnutted P j Q :D . . ... . . . . .r y. . . . \ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I / / y. ./ 3. sailC nAWstomm texUctcn"Vrdm: w � Z -17 . . . . . . . . . . . . . . . . . . . -i . �\ \ ` . iii / . ' . W H \. -.. . . . . . __ . . . , . . . . . . /, / / �1 $ udtzlc�iazs .helltr,l+ulvurxiyatfcWbc actbusmat. L' " — % -. . . •�..\\. ,... `.., .�.• /. n to ��.... . \�.�. BCaULDERVI .. . / — a //. F .) -. -.. . ..... ..... /......... ........ I ........... E W ROAD ..... ....... fiira<urmrn,ipnmrid iuithiu ICii1 teeE .rC�},adtijlineartras�k,ix3evad .. ---.. �.....-., :4. . -- . - .- .... , \—.. --- — — .. .._.. _.. _ _ .. .� .. ........ .... ... .............. .. - - - - --� �. .. .. ..... ..... ...... -'� . \ \ ............ .. .... w / +>� .... ......... • . - ... � . • . - . \ . . . . . . . . . . . . . . . . . inatuiats mill n•i bo airnd wiihirt• iniF fi.et 3ftho`cidplitoc'rftat c to U senzYl. ..— . !n! ........ ...... w \� w—� — -- w.... _ _ ... ... ..� ... ...... ................./ . / i . -.- -- -'W �. W�. W ' -- . �4( JW-- - w iA/ VI/ w . �i1/ . i & rolecliro Ye"fir — _ ........ ....... \ .... .......... -- -IT - . . - - : : : : : : : . . fl 1 rtt Oe aad tliail ted Gb pd r x tc n r.. D 'iYeee to brretaintdtGin 10 feet of aprepesed bwldittg yr clading actiFiri- sdai[ be bw fencing. I. . . . . , - - / - / ateg halt is place b; iaspac and aPpirit sdby n iwty luspectcr pti M gcoding c . moue "e i . a ° p •, e . . P b ` o .. . v. • . . . . . . . . - a ... _ --•-,. D _ ; -�, . . A �/ I .�' -- / v /J !. Tree li'Ak: Cf• �I' d' / / �}' d- a : ° \ e • .b .. - . p a .. a �� s c v . D . e _ o v../ /� �� W ri ri �•-1 4 a �b . e .. b D a .. E�+1 LL'T,rn ihe'}trxnmd'lcvel mmi benn�exi veithiB the ildplinc'orri'tnx t.} I>c laved at Inti+ll shs111a: roid�$ arxl a wm.hiaxi:x, �1dui1. e-� -- — — -� __ b . ° a 'O D• 0 a _ o b A b .. ° / / aubr &W- ri.•r �ur4a1 ~ 1 N �` -4 1-4 (28)IG Q 1 ► ----- ..... "'I — _ - / / / :.. v � o lit Imanaft \ \ .~ I I ., . . . . _ - (3)I N i' -1 !'.'.:':' / ID ' hed t elmnnd level �t belmered % tbin thedriPiitu' s tree to be swO. a tteowalt stall be provided; and a m mmetioudetait \ NS \ ..lo. .I'. / \ \ - (s) ....... .I.... I I .. i ° / / . /. :. int�,itl�� 4K .t•la A \ ...I.... .. r't. 'Trenclrhaxad'ruaneAt,a+; l . 0 SVltzn i ts4 � tlee limits ofcl" ' i / /. trettciung � tttputed , thut rann�A ahelC he dated 99 for at► fi'am the tttml:s of ttets as 3i bte+.'J nnurlins, . . . . . ��•..'.'.'.'.'.'.'. •.:•'.'.•' ::'.'.:• :'.' •.' . \ \ t undars tree RhaII lx otv,a,dered aaxn nlrurmtrveufien ,t es anb d that ne ll e•dot \ � � • largef 'a trarahi a r / . �� . \ .... - ��-- � *-, . . . , . . . `. . . . . . . . . . . . . . . . . � . . . . . . . . . . . . . . . . . .�. . . .. . . . . � . . . - \ \\ \ \ I / /--, � " �\ "*"* �/ �� fi 1 :, :,;' . n pare ng � destroy rotes. /� . a. =,'' ' l.'.'. /.' . =''r X2 lesson: r �;J � r VP !'itxrctiva enc be ::�" f shell thrlastitrtm remcwed the t5m[ dtxlnn /'. /'��h� ..... ........... .... . ............... I............... I.......... .. . / is.l>a try I �� ,- PROPOSED LANDSCAPING- tTmn' .trailKuintctixlim „ reericiici li nerd f 'li �;. �4i' � y Yp �: env .m tmnrt .dtermettxxt,trixkmtmenttntl•ls xtrsx' •alitu: T \ /- ° VJ \ &MAINTENANCE EASEMENT' \� . .1. +w tic. r r r�l Ptrl .ut Vl l drl 1t�5 rf>tsroybr rr t r rrx ear r c e t3 tYTacbn>Mxwtru' !RA taxan.rftl ctivsaxt °�i'lar �/ °' - .'):% - Al , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � . . \ \ . . ✓ . /// i l lP r ? .. . . / . til(.�Lu1N'ii'��+i� r.�. \ A . . . . . . . . . . . . . . /. . . . . . /. �. . . . . �. . .�. -� 4 $ , k ' / ./. D \ \. . . . . . . . . . . . . . . . \ b _ a — /. ail4ER Sl(;.`41r t,.rtk; (ox”) C' a �b 2 \ O D a e.o. b I b --11 /'n °.i`� I./ 7�o . P / �l� VJ _ l a e - �,. p a l o• �D rY -�" i. /a /. I -k .ri _ y / ./ /. /�1 \ \ l o . :a e ° I % f� O l . ��. e / ...... [ AhTR 1(`T PrlRCTlASRR STCIR \TrIRF i v D b: a k / D 5i1Jt16 Puget 1 nt r 11 ° .'' \ M e a. v D v e . , -. ° .• -�' ; a , - / / %l (1)AS .5 � ,.,a tr .. ° \ \ i . \. \ , t. 6 .l /. a .° a .. A / / s= w - _ .� - - to 0. ..... / d' . i : <V" / 1 I = :°` /. \ w ........ i ... .......... / / \ N C \. G i .� i I' . L D s J1 ■ . o b ,,'1 'e ti 'e / O l' II ■ ��``\\ / \ -f / / I 4- •D m l ' � 6 a' b / . i. .a `D. . . . . . . . . . . . . .� - - . /'� '< , // / N i _ i / N \ % \ O' P g a' O / 1 a a l / •D O b / '7 a l /. a ' V b 4AA7 ' / N P 4 Lj . . . . . . . . . / l \ Q .J -w : ....... ... ............. : l :.. f r / ......... .... .. ... ........... :. ........... ............. /. % -�jY�l � \ . \. �D ....� -..... . / Z . . . ..... 1'. . . . . F ) I-:.,\,.,. .. -( )AS , b .e °. j /'......... .. . - \..........I .... I ........ :.: ::: f... I / W Z � W \' °. a o . a o ° �i i/, . � f . - ... I - . . . \- �— y ... `. \, 4� ' / II•f p - . j ' , , . �'� % - e /. D . . . . . . . . . . . ..�!j� •' ' ' 4 . . . . / / \ er / . • .. ° .. �' ' ....... _ . - - (3) PY "' (.. z . . . . . . . . . . . IAA) J . . . . \ (20 1 . . . . . . . . . . �%'� .e. a �, ++ e -� �" . ,' .. ...... I . ... .... ... R I :. � ` (n Q L .., . -b---- . — - - - . . . . . . . . . . . . . �: ♦ . ( _ a z .. (ZO) AB . . �' . . . . . . . 1. (2) AS �../ D ` ° w .� Q J . . / . . . /� - Cis. �. / / O -- `'c I O l — l� �. ° — O — _ a _ :\:. :.: ... __ ° . / — .. I 3 to -` W . I. / E UB -201 -66 O..LANDSCAPING .. . : :. I�—•I — >_ _ .: �'..':....::' : ASSOCIATED WITH THE BRtARWOOD . : a <C 0 '.'. �. L ' ... .. ..'.' .' .'.' .'.'...�.�:. .. C MMERI AL AD PLANS U -� ,. r __ / 'i P : /. ..................... . ............................... _- �)(w', .'.'. -. L- ... V /. -�- Q '.'.'. / 0 z x D L, Qi O _ / / - -_ �••' _ a - - E - E ��- E - �_ - E E E E E E E E E ''' E E \ / A / f °. • +. + + E� -� V - -'- �� \ O IN O QP � / / � / / MULCHED AREA FOR � \ � -�" � � ', .- E .. •. • . f ..../.. .. � a . ,• t�; ; : ••� -•• ,• :� : ..,• —` - --, (i� o 0—\1 wwwwwwo—wo �/ - l / LANDSCAPING -\ \ \ \` ��p�.` _ --/ / . %- - - .. -p.'. (/ .... .... .. > : ;.' a • %�`:;•.' c� S r �''• ' t TREES UP TO e CAL. SHALL BE STAKED . ° \ -_ _� ''�'' ` W 4 of 0 z.0 ;' I f ^ 3: �!� — WITH 2 -2'x2° HARDWOOD STAKES. / / \ \ ` • V J =.e � ' / TREES OF 4" CAL. OR LARGER SHALL BE / . . . . . . . . _ . . . _ ' . . / J GUYED WITH 3 EQUALLY SPACED, TWISTED, AND TURNBUCKLES. LOOP HOSE AROUND / t ~ \ �, W ° O / TRUNK. FLAG WIRES WITH COURVEY TAPE. I _ . , - „ - . , . • 1 \ `� \\ � 0 REFER TO SPECIFICATIONS FOR / . • - . . " " ' a' I I ) /' a �t �� FURTHER INFORMATION 1 \ . . �... . . . . .' . -` ~I 0-6 i mi �% DOUBLE STRAND #12 TrURN WIRE i / t� .. - --... \ � 11 : ;a / WITH RUBBER HOSE & TrURNBUCKLFS �i �� .aia j 2 "x2- HARDWOOD STAKEE _� . . . .. . \ \\ \ iai.i \� GUYWIRES WITH RUBBER HOSE AND \ O �` i CD o \\ \ CUT& REMOVE BURLAPS FROM TOP = 7 TURNBUCKLES 2/3 UP TREE . . . . . . . . . . . . . . . . . N m a Ir 1/3 OF BALL AS SHOWN s ,•, L Qi L \ SCARIFY SUBSOIL TO 4- t MIN. DEPTH 2'k2- HARDWOOD STAKES, ALIGN ''�j� " c _�` / ,J TOP OF STAKES \ �� \ @ W a 0 _ �% MULCH SAUCER y�� (/ i l I MULCH SAUCER \ \ `,�\ GRAPHIC SCALE --- �, F- U , - ` FlNISHED GRADE n� AMENDED SOIL MIX ! \ . `` O W TREES UP TO 4' CAL, SHAALL BE STAKED. ; i i , /�'\ J l C - TREES a CAL. OR LARGEER SHALL BE , " ' � _ GUYED WITH 3 EQUALLW SPACED �I I l'; SEMI O L E TRAIL (RT. 2 a o TWISTED, #iz GAUGE W' /IRE WITH HOSE `. I I �) '/ / 706 NO. ' HT. FTREE AND TURNBUCKLES. LO40P HOSE _ /� _ AROUND TRUNK ABOVE: BRANCHES I_ UT AND REM VE BURLAP FROM TOP a_ �_ } / 1 inch = 20 ft_ _ _ y G .. I,•,,,: . IT ,:: :: `: AS SHOWN, FLAG WIRE$ WITH / - 1��O�V v Q :'' C 0 :_ (uI� 2/3 OF BALL AS SHOWN __- I �: I I COURVEY TAPE. REFER ITO SPECS - / I I I i� I _� � � 0 J FOR ADDITIONAL INFORRMATION. SCARIFY SUBSOIL TO 4 °MIN. DEPTH -- .._._.:. / / -- SCALE 3 AMENDED SOIL MIX 1 -J 1 r I I. (- - (11=11 I I- �I �--- COMPACTED SUBGRADE - - _•-�^� _ n t C 0 / / a C 1 , . I r COMPACTED SUBGRADFF I .. I C � - — 0. — � - / 1 - �O m ��/ , --- C >_ Evergreen Tree Planting Detail .,... `: ' : =`: 4 / / / � — a ° f ;. .: / SHEET NO. ( a'e Tree Planting and Staking Detail Not To Scale .'' ' - / / 1 , / / / 7 w ° Not To Scale . . . . . - , / / / F- 3 OV //, --) —/ �/ '0 �l nn ' 4 '. •.t . .: '. -'. fi 1 :, :,;' . n pare ng � destroy rotes. /� . a. =,'' ' l.'.'. /.' . =''r X2 lesson: r �;J � r VP !'itxrctiva enc be ::�" f shell thrlastitrtm remcwed the t5m[ dtxlnn /'. /'��h� ..... ........... .... . ............... I............... I.......... .. . / is.l>a try I �� ,- PROPOSED LANDSCAPING- tTmn' .trailKuintctixlim „ reericiici li nerd f 'li �;. �4i' � y Yp �: env .m tmnrt .dtermettxxt,trixkmtmenttntl•ls xtrsx' •alitu: T \ /- ° VJ \ &MAINTENANCE EASEMENT' \� . .1. +w tic. r r r�l Ptrl .ut Vl l drl 1t�5 rf>tsroybr rr t r rrx ear r c e t3 tYTacbn>Mxwtru' !RA taxan.rftl ctivsaxt °�i'lar �/ °' - .'):% - Al , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � . . \ \ . . ✓ . /// i l lP r ? .. . . / . til(.�Lu1N'ii'��+i� r.�. \ A . . . . . . . . . . . . . . /. . . . . . /. �. . . . . �. . .�. -� 4 $ , k ' / ./. 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SHALL BE STAKED . ° \ -_ _� ''�'' ` W 4 of 0 z.0 ;' I f ^ 3: �!� — WITH 2 -2'x2° HARDWOOD STAKES. / / \ \ ` • V J =.e � ' / TREES OF 4" CAL. OR LARGER SHALL BE / . . . . . . . . _ . . . _ ' . . / J GUYED WITH 3 EQUALLY SPACED, TWISTED, AND TURNBUCKLES. LOOP HOSE AROUND / t ~ \ �, W ° O / TRUNK. FLAG WIRES WITH COURVEY TAPE. I _ . , - „ - . , . • 1 \ `� \\ � 0 REFER TO SPECIFICATIONS FOR / . • - . . " " ' a' I I ) /' a �t �� FURTHER INFORMATION 1 \ . . �... . . . . .' . -` ~I 0-6 i mi �% DOUBLE STRAND #12 TrURN WIRE i / t� .. - --... \ � 11 : ;a / WITH RUBBER HOSE & TrURNBUCKLFS �i �� .aia j 2 "x2- HARDWOOD STAKEE _� . . . .. . \ \\ \ iai.i \� GUYWIRES WITH RUBBER HOSE AND \ O �` i CD o \\ \ CUT& REMOVE BURLAPS FROM TOP = 7 TURNBUCKLES 2/3 UP TREE . . . . . . . . . . . . . . . . . N m a Ir 1/3 OF BALL AS SHOWN s ,•, L Qi L \ SCARIFY SUBSOIL TO 4- t MIN. DEPTH 2'k2- HARDWOOD STAKES, ALIGN ''�j� " c _�` / ,J TOP OF STAKES \ �� \ @ W a 0 _ �% MULCH SAUCER y�� (/ i l I MULCH SAUCER \ \ `,�\ GRAPHIC SCALE --- �, F- U , - ` FlNISHED GRADE n� AMENDED SOIL MIX ! \ . `` O W TREES UP TO 4' CAL, SHAALL BE STAKED. ; i i , /�'\ J l C - TREES a CAL. OR LARGEER SHALL BE , " ' � _ GUYED WITH 3 EQUALLW SPACED �I I l'; SEMI O L E TRAIL (RT. 2 a o TWISTED, #iz GAUGE W' /IRE WITH HOSE `. I I �) '/ / 706 NO. ' HT. FTREE AND TURNBUCKLES. LO40P HOSE _ /� _ AROUND TRUNK ABOVE: BRANCHES I_ UT AND REM VE BURLAP FROM TOP a_ �_ } / 1 inch = 20 ft_ _ _ y G .. I,•,,,: . IT ,:: :: `: AS SHOWN, FLAG WIRE$ WITH / - 1��O�V v Q :'' C 0 :_ (uI� 2/3 OF BALL AS SHOWN __- I �: I I COURVEY TAPE. REFER ITO SPECS - / I I I i� I _� � � 0 J FOR ADDITIONAL INFORRMATION. SCARIFY SUBSOIL TO 4 °MIN. DEPTH -- .._._.:. / / -- SCALE 3 AMENDED SOIL MIX 1 -J 1 r I I. (- - (11=11 I I- �I �--- COMPACTED SUBGRADE - - _•-�^� _ n t C 0 / / a C 1 , . I r COMPACTED SUBGRADFF I .. I C � - — 0. — � - / 1 - �O m ��/ , --- C >_ Evergreen Tree Planting Detail .,... `: ' : =`: 4 / / / � — a ° f ;. .: / SHEET NO. ( a'e Tree Planting and Staking Detail Not To Scale .'' 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A, :3865 69 4 D SINGLE X P W S 3 - F T - L E D - 4 8 - 4 5 0 - C W - U E 10' MT HGT 1.000 NIA, 6159 72 0 I E SINGLE XPT3-FT-LED-128-350-CW-UE-HSS-S-18'POLE-+2BASE 1,000 N,Al [8067 144 nrovided, all dimensions and zvminaire locations -decd positions, The engineer and/or architect must of the layout to existing cr future field conditions. -ts Uumination levets catcutated from laboratory data :nditions In accordance with The Illuminating Engineering thoc;s. Actual performance of any manufacturer's luminaires in electrical ventage, tolerance -in tamps/LED's and other alcutations do not include obstructions such as buildings, other architec:tura( elements unless noted. CQtcutatiori Summary Label, CoJcType Units Avg Max vin Avg/Vir. Max /4n ALL CALC POINTS Illuminance Fc 1:.49 20.0 u N.A. N.A. CANOPY Itturninahce Fc 15"68 20,0 9,2 1-70 2.17 INSIDE CURB Ittuminctnce Fc 3.67 IL5 0 3 5,24 16,43 N 11 EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THA7T EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL- BE ARRANGED OR SHIELDED TO REFLECT LIGHT WAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROMADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHAILL NOT EXCEED ONE HALF FOOTCANDLE. Footcarid(e (eve(s taken at glade Canopy fixture Type A was taken at 14'-6" FIXTURES TO HAVE BRONZE FINISH CRUS-SC-LED LED CANOPY LIGHT - LEGACY XPTS3 LED Crossover Area Light PERSPECTIVE MEW XPT3 LED Crossover Area Light PERSPECTIVE VIEW X PWA S 3 LED Crossover Wall Mount Light PERSPECTIVE MEW Toto,l Project WatLtS Total Wttts = 2334,8 15COTAR. COLLINS'22,' Lic. No. 03579141t�l �S OXAL I C� 1-4 L U umm w w= vu. maxmsc, tr4a 4%*w Ldn (%)I m4 . FAX xetv "3.00 LIGHTING PROPOSAL 1-0-120860-1 00 HOLTZMAN 01.1- RT '29 CHARLOTfESVILLF-,VA DYWE �ATEG-2' , 72-14 OF I SCALE, 1*=20' 0 20 z 0 0- :3 Uj C: < r 0 (3 z U.1 z ED -0(.) C Z U. to z Z -j 0 z 49� 0 0 CL Q) 0 72) c 0 z' 2 1-4 U) X V ) 0 -C < E (D 0 0 cy) ,Y- Uj Uj (n z 0 5 q 0 Z.0 Lj V) Z+l 0 00 rvol 4- 0 >"o C: < P--q 0 rie C co =3 (.) 0 X �1- 0 0 ,P .c 0 C1) bc W a) E - LU E3 F= 0- YI 0 _0 JOB NO. C 122076 0 > SCALE 0 AS NOTED 0 c > SHEET NO. 0 0 Q) U) 8 I /, /�/ I / / -,) - -&., LU in -j 0 LU b 0 Ce U t; 0 O > �: _j z W Iz Ce =0 U- to 0 W 0 ce 0 zo in ED W > z Uj 1 ul Ce H M > Ce Uj Uj U > (A . 0 Z in LAJ w > W ju> LU GC ELI M (41 z 1-4 L U umm w w= vu. maxmsc, tr4a 4%*w Ldn (%)I m4 . FAX xetv "3.00 LIGHTING PROPOSAL 1-0-120860-1 00 HOLTZMAN 01.1- RT '29 CHARLOTfESVILLF-,VA DYWE �ATEG-2' , 72-14 OF I SCALE, 1*=20' 0 20 z 0 0- :3 Uj C: < r 0 (3 z U.1 z ED -0(.) C Z U. to z Z -j 0 z 49� 0 0 CL Q) 0 72) c 0 z' 2 1-4 U) X V ) 0 -C < E (D 0 0 cy) ,Y- Uj Uj (n z 0 5 q 0 Z.0 Lj V) Z+l 0 00 rvol 4- 0 >"o C: < P--q 0 rie C co =3 (.) 0 X �1- 0 0 ,P .c 0 C1) bc W a) E - LU E3 F= 0- YI 0 _0 JOB NO. C 122076 0 > SCALE 0 AS NOTED 0 c > SHEET NO. 0 0 Q) U) 8 I /, /�/ I / / -,) - -&., �! `, �•' , � ��` �� .•� �ia 0 �' fir"' �� i��i►�� ,,,�%1� , � ' , � ' '� � - -�� i'i� 1 � �'� i5 ' n'1� �� ,fi� •� \� . r.. ♦� � � �-- . . • � �,� ��► ?ice � ......... � � � • . �j `- ��"'�` \ Ate\ Cry 1 ' �, I ... • . . ... ow. :•. ,w. ` • e�►r rte_ _ . �� r • \�' - i' �`� /ice' _ �� _�,' --�; �� ` �..►- �_� iI /, • t ,,. t -�.-- -,�.. � ► '` .� ..��5+11�rG'� �iTi.�. --- rte- - -.►- -... _./C - v1r.�_ F. 1 _ _, .,/„'4' � •,.mss. � � �3ff�ilw!.*.: 1��., ''•�''�_ ►-1/��rJ"�%�,��i�.r��►� '•--' ' �,�t1G��!%�'`�' � �C,.�` -� ,��i r ��. � ■'`�- . r► • @! ,J� •�h � '�'' i�►-r- - �,/_'• fF��ral ►•i..�R1+f%.rYi+.`li�"".� /!�� ."�' '��.i��;l �.d,,►� -+L �.':�� •:�� ';,(■►• '� �I � ,. ,i � � � ,� � �, ./' � �� -'< .�f /�� .+�e- ^ i ` +�Y' �i�� tlffllt � � � ��.'- `' /�' •�A�w�' •/ - � �' '4 f^yt• � �'; ._ ! `— � - - - -_ • :. u. �♦I, �� ,'�, .. Alu' R .. � � _� t � III �0 �.. .tt♦`.� � 1.�'� T .'V '� A1�at�/■: t1rA�s,AT��i�+I►�et. - •.`"llfli•S ..R - _..,_— :...... jr.._<<.1��V1'�;,•�i�i�,E�1 ��ss'1�- �J'"•"'�/' %�lc =% ;A_ �"��` � � � •,/�i �E3,.1 ©� >�'l�rTi ■.. =lrTr1A v"G1�'! s _�wR5�1_`+1tX3 arc. ��r� ��.. —.��" -�� ..I •IIi•2i.��. +A.A..Ai%i"'1 i� Vr �i� r^` jGl\atG - 7 ly -- � -- .� = nI ■ w_ r �r.�� -^ -� - fir► ��; ' ►- > e�,�r- '•.��rr��rsi �[ a n►�..��a�w�r�i� : � -��iii i !F��► A -p-mufti- kw, G ---ter � ID'.A 1►iri•��jjrgLVl/� ®_ ld:llf'.+•"'ti:�+�� ..+ii!■1►.�R.•. '.:L�� \� ��" - \�� +�I "'•'�'• iii //J�►`," '�� its' /a��!_�16i�r "'y'�r""n�ir�er + `lyi - — /�i ■T�iff+wj /,aliY�`r. %Y�irlwtra - � _. �,�...'t� t•Irl�•�_ .. -- - ��_i -.'� � ----- �f.:'�'ii�l,� - 01 w_— lC �`.•� � ►'ei�,�l 7.�+'`' -- -- �...1 - ... -..� ,�P' •',�' 1'' / i - •,��■��.I�► �r.�`�,�� ►� „ > ��ir ■r '_ �c Lam. \ ii1��►� / . .�.�,�►�■r� - .NEI �- � . - �►.�.. ■ter- .a�.r..+�. - -_ -_. —� �� .��•ii�+��i '�1�[� mss' �"��- E'1i��`SVi �.� ^�iF:•Li�7i �i.�/11 ■ �i'` +� - � ,:, t__ -- .— •,... ___ i`iral•► � ' . _ � - . lir�� . �'„�,'.c �,�.,�� J' � � its 1f • -- �. 8 - - -- - - -- / }�� /fit: -li./- \ � _ .iw�a._ } � �i _ NINE Ai f r • f I OVERHEAD X I ELECTRIC EXISTING TREELINE EXISTING Y f r i f r I' I: I �{ t i POVVERFOLE ..• ��; U � • f j ' a .: • • t+ • r r f , � J • J 1 !j — ..A► -' Nml.. �v r :s ! is 1 - BRIARWOOD MITIGATION - PLANT SCHEDULE SYM BOTANICAL COMMON NAME SIZE CANOPY (SiI QUANTITY TREES AR ACERt RUBRUM RED MAPLE 1 2" c I. 2 a 4 52 7 MA MAGiNOLIA GRANDIFLORA SOUTHERN MAGNOLIA 4' -5' ht. 54 1 QC QUEiRCUS .000INEA SCARLETOAK 21/2 "cal. 419 7 TD TAXC)DIUMDISTICHUM BALD CYPRESS 21/2 "cal. 92 3 UP ULMIUS PARVIFOLIA'ALLEE' ALLEE ELM 21/2" cal. 423 5 SMALL FLCDWERING TREES AG AMAILANCHIER x GRANDIFLORA SERVICEBERRY 6' -7' ht. 130 7 CC CERCIS CANADENSIS REDBUD 6' -7' ht 124 4 CV CHIONANTHUS ViRGINICUS FRINGETREE 6' -7' ht. 125 4 CF CORiNUS FLORIDA DOGWOOD 6' -T ht. 124 7 U LAGERSTROEMIA INDICA CREPEMYRTLE 6' -7' ht. 1 77 6 MV MAGINOUA VIRGINIANA SWEET BAY MAGNOLIA EVERGREEcN TREES CD CEDRIUS DEODARA DEODAR CEDAR 4' -5' ht. 143 14 CJ CRYPTOMERIAJAPONICA CRYPTOMERIA 4' -5' ht. 123 16 IN ILEX x'NELLIE R STEVENS' NELLIE STEVENS HOLLY 5' -6' ht. 44 19 V NI A J UNI' PERUS VIRGI AN EASTERN RED CEDAR t 5 -6 , ht 16 13 MG MAGNOLIA GRANDIFLORA'LITTLE GEM' UTTLE GEM MAGNOLIA 5' -6' ht. 54 26 TG TSU@,A'GREEN GIANT GREEN GIANT ARBORVITAE 5' -6' M. 7 19 SHRUBS &: GRASSES MP IMYRtICAPENNSYLVANICA IN ORTHERN BAYBERRY 18 " -30" ht. 18 1 35 VR IVIBUJRNUM RHYTIDOPHYLLUM JLEATHERLEAFVIBURNUM 18 " -30" M. 1 54 1 55 : , ALL MANUFACTURER. TYPE: ANCHOR., '` =; ,� '' ¢ a n .. DIA ACIND PRO GRAVITY WALL? - j / Ce v r w t` 4 w Lu w •:i •, r, x k / ` �N > w •'sue k ! /', : ' - • - � . o ` : t : \ W LOT 1 a 1.73 ACRE SUBDIVISION w 1,11111111 w U) OF TAX MAP 32G, PARCEL B'' LOT 2 1.6o ACRE SUBDIVISION X \ �. \ \:: OF TAX MAP 32G, PARCEL A / ,. \ \, J.'=^ ..i. �"" yam-,• ,'�;:; � , ` 1 N r•'1 ,\'q 4 .i i x r� 4 cn J / v TT , - - - - Z i�- - — J — — M — .... . - - - - -- \ / — — _ j \ \ \ \I SOUTHBOUND LANE i \ SEMINOLE TRAIL (U.S. ROUTE 29) \ \ \ I \ 4 N VAR. WIDTH R/W / / ) / 4 o \ :\•.. \� \ \ \\ / �' \ \ \ \\ /i/ /i i /// // i i i� i / /i% / /�/ / I I I I I i1 i 1 1 1 I III 11 I l I I \ C W o-'18-02-000L o// z WOO BRIAR ASSOCIATES / I i I I i i I I o / ACREAGE: 0.79 AC N ~� 4- i.._ `� \ / j/ j j/ ZONING: NMD / / // // I I I I I i I i i { i I I I i i I { I \ \ \ \ \ o3zGo 08- 0o -000Ao :'. : - Q� / / / o32Go- o2 -00 -0 700 { WOOdBRiAR ASSOCIATES . ` \' \ �—_\ � US :OPEN SPACE 9 \ � \ / / / \, \ / / � / / / / / / �/ / / / / / / „ I 1 � � TREES UP TO 4" CAL. SHALL BE STAKED N ai I -- // BRIARWOOD HOMEOWNERS) 1 I I T 1 1 i I I \ \ \ WITH2 -z "x2 "HARDWOOD STAKES. J ACREAGE: 2.32 AC EXISTING SANITARY SEWER \ / / j / / / // / / // / / / / / / /rj / I 1 I { I I i i \ \ \ ' / TREES OF e CAL. OR LARGER SHALL BE Q J m ZONING: NMD \ \ /� / / // / / // / / / / / / ASSOCIATION INC iNC I i I USE: .O�NSPACE., ° EASEMENT TO BE VACATED \ \ / / / / // / / j 3 I 1 i I I I I I I I I I I I I I I \\ \ \ \ \ \ �8p J GUYEDWI TH3EQUALLYSPACED,TWISTED, / / / �``/ / / / / l ACREAGE: 4 AC � o :.r WITH THE SUBDIVISION PLAT / / / / / / /� / /��' / / // \ p z AND TURNBUCKLES. LOOP HOSE AROUND z / / / / /// / / / // /�� / // \ ZONING:NM III I / I I I I I I I I I i I I , \ /\ I \ \� / TRUNK. FLAG WIRES WITH COURVEYTAPE. W - - lj' OC r.; ' ` „ , :.,° ``` / CF / \ /I (D.B. 69o, PG. 299) \ �/ / / r / /// / / / / /� / �` \ \ \ \ / 1 \ -1 W / / \ USE ;OPEN SPACE I I i \ ;..,y .3) \ } \ / / // / / // /�/ \ \ \ \ \ \ \ / / // J) I I I I I I i(�k �IC 'SCA \ \ � \ /�� _j III , I I \ \ \ \ \ REFER TO SPECIFICATIONS FOR tI"'�I a' z_ \ / / %� / / / %` \ \ \ / \ \ \ / ,i / / / / J i i I ` \ \ FURTHER INFORMATION v U o3zGo iB oz o7ioo \�R 0 2Go-1B-02-07000 / / / SALEH,JAMiLA / i I �o o I i > 80 \ \160 \ t ( / /� U. W Y00 ,11 MOON OR / /\ ACREAGE: o.iz AC Soy PARK \ / / ✓ \ \ / / 1 k.; i. •,w ` , '�`` ".`� �\ ♦ ZONING: NMD \ ,,:.` : < ACREAGE: o.i3 AC /' / / ,o.: ', i%' \ \ \ \ \ \ / // // / / � � \ � �i � ` O z \ \ USE: RESIDENTIAL ZONING: NMD W J j : r RESIDE / .� / ! \ J E. f \ 1 us / \ / N� EET IN MP / 1 S l 3 / / l / \ f. � \ \ G E WT \ / UYWIR S 1 H R BBER HOSE AND (5) ROPERTY LINE / / / I \ \ \ / / o / / / / / sJ� 1 4P ft. \ \ _i ,y • # \ / 032Go 16 -oz 000130 rI '.\ '� ^ ..,,.,_,,.,;., \ \ \ \ / /� / / / / i i / /� / / - — l/ \ \ \ =7 Y O o (2) MV \\ / / / �►,� TURNBUCKLES z/3 UP TREE / // WOODBRiAR ASSOCIATES; I :� r . / % \ \ / r r / / / / /, — \ / / 9 \ \ \ 2X2" HARDWOOD STAKES ALIGN Z ° c ACREAGE: o.o5 AC I \ / / / \ \ / --) �� L m �,.. .. -,� — TOP OF STAKES N O 3 rn 2) h \ C� ONING:NMD t' I a / ` \ \ \ I LL / r C / cP. OPEN SPA��..,,..- . n \ I (/ - o / t I S t• T � c ar hanark a� ( \ I .ottrrri n I 3 � I Coast on -T a a a AMENDED OIL MIX {) / .. a'vkti clan t;tseet3isf o 6e ced o Ltt .tier► � rJ s ... 5 : - Q CJ • O I Q ( l �; � I JJitndboo • 2tu -1 -zm or ,:. : / J1I 11 f twtir c - eiJ;ptiioiia AR a 1 t � / Ix R :� >r, U •V 1u . 1^ �:�... i— o > + 5 -� I F, fr• a: I_ a G• y �I D 1 C s t cn �a \ I m M 1 I i o — : l S) VR > ' g 4 ^- -� '-:r;• •.: �-�-., -... , . � I I 1 1 I I � { PROPOSED RETAINING WALL # 3 W ALL MANUFACTURER TYP E .ANCHOR � ofd1Tei�rlct ilnP ga n } i o t>nr i suimdc n deltii n g li nbe p }5n. f m td r� t^hae t o ti mbo i 4 s acvtft+dd w rti - - I I I \ — i�I- - - I I C UT AN R M V E BU R L A P FR M TOP I 0 CTnde drn• 9 wrin r:e wlan-xntla 113 OF BALL AS SHOWN EXISTING 20 , DP R O G RAVITY WALL 5_�i � la SCARIFY SUBSOIL T O ' 'M IN. DEPTH PT H VEGETATIVE BLUFFER �E \arkhx� E COMPACTED SU G ADE o , 0 aa O at � v -r k II Ill ', ✓° 11 :i' :' wtil tr bms u' c+ll ems' •iilbv a G.au elan• a \ rd 1 � i f, i .z 1 1 1 r e 1 \ .. • i• ,,\ •rat'o tndion t:onfixence: c7 � ARLE CO B M �.�. AL C f I I \ •t % F�� t I -': ., I- �' -: :i' fl Tn +nr6cst�td icaionat< axunviyLnlllx :rceic►ticc}withthu'rtsu=uci unafta- ,\ P. �_ , . ��' \ \ 1 Evergreen Tree Planting Detail SLOPES 1 1: _ 1 \ - r ,' \ I a - & #2 •/. I W LLS AINI NG WA i' \ r \ r 1 `i d. F u yea tba><rdCb W WER 1'" A b ANITARY ' • E . ' n. ,. ..' ' , ,:. � EXISTING S S ` Not To Scale % /, y' + F I r. \ W RER TYPE: A C O -��i e \ .-' fl Ticrry .Yrt tw4ricxilnrtnYlTic' Stc. cur ' :m "t a. .tl tivih' the Li lm¢4'.,Th� U I V ,md ntxwtuon to tial. tncj c'n tuwl akall' dt � 1 to t •.', � J —_\ / . /• i _ aryuiprtr SKr• K T'ixt'n p O X ,• EASEMENT D.B. 8 PG '� � 1 1 c� f s r� i 33 3 33, , � 1>o>mY�. /, 1 0 \ r, ;� I I J// \ i ID PRO GRAVITY WALL,•' �,f \ ` - I 1 l w 1 \ I 1 U 4 .•. Vii.: i" I } I rile to ten Ma ieei• O 1 / T q I G \ l i,5y. I Stir mt ad,•n trees be- saved. ` r ®;ia devit+t�s shall. nsd .attest ee m Y i I \ I \ / ( — to cif / i, °I I a l ,� s .j - :.r r I I I \ fl l:it'tn,amnot Pin c dailhinlJ� fectofthaQd Pte` cftttxeaiobcnavcvl. I J U O o " s r i 1 J i O r a. 4 , ' // ' - � • / ' _ ` `: • tt Q-. s I I I #12 l � 1 \ \ ' f eet n f t heeLi P l inen fteatk hesvecT D OU BLE STRAND GA GE WIRE WITH RUB B ER HOSE & TURNBUCKLES v O 0 \ J i j '1 F• inr• r ' 8. Y n ae H CL _ _ r> \ .� TAKE BDIVIS LL ION \ z"xz "HARDWOODS o U 1 \ •S�. 1 ACRES I . i e i (feet n E nil ' r 'i 0 'IYeeRkc+b rata rwd,aidr n si l f . x+,edb do or 'n fis'i nhal!` , rsiL ae he by Pena .,, a f Pre L ,%' \ rY J / s \ 1. 'R' v \ / \ \, ,t to nll I all in: en a + - ao n E L A fl ► a � hen noel xh nn<t a - rtl B In • ln. .r_ PARC I c apt- � rrara�t AP 2G / he . Eon. � F TAX M m 3 1 � t� CUT &REMOVE BURLAP FROM TOP !n 1 !. t' Is• ` \ 1/3 OF BALL AS SHOWN - • f •,: .... : . -,.. i _ =/ .... / _ .... . ...: ... .. ® tVlxn tlte,grran evel ttna ba taistd Within thr. dripline rf a 4[ee m be saved. a hra'�,+tI1 sAa11 be pnwided and a constrtxxiett detail - MI PTH O \ \ auhmme t ftx ppptrwal. SCAR FY SUBSOIL T y N DE O x MAINTENANCE NbT�' THE OWNER OF FEE TITLE TO ANY PROPERTY ON WHICH PLANT IrctWalls: - �-- MULCH SAUCER J r ® Rhcn Iho KmimdTCVCi trnrtl bnlnr�m ut „ilhiti Ihcithiplirio N'fnx fcrbii crtVal a itoc eFnll SLHiI t,C lm,rdcel mid q c natrucfi'r +,n tlelml UJ ACCORDANCE WITH ANY submitted far MATERIAL HAS BEEN ESTABLISHED IN aPrl FINISHED GRADE /APPROVED' LANDSCAPING /PLANTING PLAN SHALL z 11 `r IhearrifTu•nrllna °� — I TREES UP TO 4" CAL. SHALL BE STAKED. o N fl �ficttlNrtghi istbquitali4itiiin .t�rcfirnitsiifc9oxn it hall Txcl<>1x4fSifcrd .rtritnihctnaik-A0rfn*m03 !n;dtiiiTormAtt I- m rr '.. - / � ,,,,:;,,v:`;.�.,:.;,.,�;•, •; :,.,. /•.. ,, / / / RESPONSIB3LE FOR THE MAINTENANCE, REPAIR AND *� mss. �s � x TREESy "CAL.ORLARGERSHALLBE .-. uacha ulaz Im shall be cxaxida�d aa' an alccELEive urlum it is anticiparcd Wal ncettry'ltnncbinst bili d.slry r CcrduCraYa F- c O ✓:.:..'•.. ' / / EPLACEMENT OF THE APPROVED PLANT MATERIALS, AS GUYED WITH 3 EQUALLY SPACED w o W WITH HOSE TWISTED, #1z GAUGE IRE TH O TW E• ` / COUNTY ZONING ORDINANCE. - `ia Cleanap: REnUIRED EBY THE ALBERMARLE COU I : �i; .y — — — r ; ✓.. 4 AND TURNBUCKLES. LOOP HOSE O 'L v - i' . — — shall be theJart itetne Ysm�Vad the bast diadh ' HT. TREE - ,r ^'- '�,:•�,.'�' ..':Y,�::;::;�'4- r;�:. .— ,�.- / i I \ \ � AROUND TRUNK ABOVE BRANCHES `'✓ •,�.- "'•;�•::/`i, — -- --. — — — �, i \ / / / _ — N WIRE WITH O •-, � I � AS SHOW FLAG S 13. 1'srees~ I- a _ - .•::;•.�.�:•:::`:.•.��::::::•.. -- -- - _ ,: <.�,:- � GALE • - .�. - " - r .. •... .... _ _ _ _ — , .,,, - � � 1]rnn • cdMtiac '�ttbcltcnitlxiimrnci6rlcl U nmi futitirelicnc +rcahcrmdh:xt>tti•c::mtmdmia;11 •:salt ialii•,� III ' 1 COURVEY TAPE. REFER TO SPECS �O O • �' ' .. �.,—: - FOR ADDITIONAL INFORMATION. o � _- _- - - - - -- ^ -__ -- - - -_ / } \ nF F vsT ,. - ; .... so teo - n — — — — — — — — / / �1O t:, IT i3 TIIF i iA1'Eli'S RrcYiP4. T3Ti.T r4 Tb COAiFR t61 i7T TCrF. t}i�Tlf ( r AR AT1 T1tF.lr? 111Y3ERi ATTn1C :I i ► n '. _ .: -. 122076 0 � `r RFQt]TREttLT+Tg = I — 1 = SCALE 3 v — _ — C U \ '' - — _ \ 7l4 �iFR STGYaTiIRE n:�TTty ( IN FEET) it t v c i \ z _ _ _ _ _ 1 -40 - _ �::.:'::.......... _,l — _ ' 1 inch = 40 ft. C a� ..... .. \ \ \_ _ Tree Planting and Staking Detail ° > ................ . \ — — CUhLILiC !' PUKCIL#61CK $16bA'1'ULtR ! J J $FiE N(J. Q o i 1)ti Td \ 1 i `- ----------- - - - - -- - -- ---- 5 /1106Pagel.nfI' Not To Scale \ - a -� 4 DRAWING .INDEX eet No i THEWALL PROFILES ARE BASED ON THE GRADING & DRAINAGE PLAN, 1 Site.Plan 2 General Noted/ Design Parameters 3-4 Details.- Anchor :Diamond Pro 5-6 Wall.J - St& 0 to Sta.132 A MAXIMUM LIQUID LIMIT (LL) OF 40 AND A MAXIMUM PLASTICITY Whl12 - Sta. 0 to Std. 166 7v- 8 Wall 3 - Sto..O to Sta. 280 1N N S E. WALL 1. Upptr• VVa11 4 -FT Toll Handrail See Sleeve -It Fence Post Detail Anchor Cap Unit — Secure to Top. Unit w/ Concrete Adhesive_ Anchor bWrw ci Pro Units Drainage Aggregate Min 12" Thick ' Weephole Daylight Pipe Through Wall 40' OC 5 ) Filter Fabric - '4 FT Wide Mirafi 14ON or Equivalent 6eogri4l Reinforcement (Typical) Refer to Wail Profile fo cogrid Type, Geogrid Length* -(GL-) Location,, Max 2HAV Retained Soil Compact to Min 95% Standard Proctor Density mg(TYp Reinforced Fill • Extend w` '. �" c ' r :- Granular Soil ��ti..k?i: 4 < .`�'`� ;,' ` < '`• .�✓: .��• �, ,'�' `�� %y �, Compact to Min 95 %, GLy,f�: Standard Proctor Density Bamill ''� `r �e.''iR`^.i•.:��`; --'y; `°� %' .,�;7�c *;fig ✓F'l�'�.� .M ..r.. v'�.r, +.t f,`t•K,� r� g2.T'��;pt`, ^� +;�:wi.*,�.',F;.;�M1•aia¢�`'.K �; ��'. :t,�s�.ry ";`��.:.�,•"�,r�`c,�,' �.`:''";:�' u r�;�.+.'>'',.r.� . `;2�:%'')ii' 3. b Pipe <r x 5ta a Leveling Pad.��.� .,,��..,� �.�:• � ,.4 11. . Drain - �•w•�: �� ry •�' • '.% t 'Y` .� .��, �;.C.' /" y^�,�,' '✓Y;}`iLr':i,.tit.�...; iW. v +� ( See. Drain Detail ) ,;f'.+,`st- ,�;;rp`;^^;�.titir. ,•., /�ti+•J %' a. '[::': ✓''. a': Vii:.`' .1",69-Thick x24'Wide ?.� tr •; 'N'<: >a ,�. t.,...a s.....n.naa.,•..., 4 ?,�;. <, f > 4 > RETAINING WALL CROSS SECTION N (Not to, Scale) SITE PLAN ( Approx. Scan V z 100.M Anchor Diamond Pro :Segmental Retaining Walls, Briarwood Col'q me:rcial Albemarle County, Virgirva Site Ptah Ndaptgd The Grading.& brain age Plan, Sheen No..4, Dated Aprit 1, 2tii4 (Rev. - 9/1114), prepared By Collins Engineering. Site Plan For.111ustrative Purposes. Approx.- Scale; l'i' -100' FT Anchor Diamond Pro Units CONCAVE CURVE DETAIL (Not to Scale) Anchor Diamond Pro Units CONVEX CURVE DETAIL 0Not to Scale) Fesnce_or l�ndrail Post wi/ Sleeve = t Fence Post System Mlox 8'- 0' O.C. Sleeve`It -12' Dio. x 24' Depth PVCCoatedCantilever Base SLEEVE -IT FENCE POST DETAIL (Wt to Scale). s -•r-- 12 -1/2" TIL eta, =�.:' :.,d •gin ti '{ .�m ', r•° Rear Up Split Face 3" Setback IJ ANCHOR .DIAMOND PRO UNIT (Not to Scale) pac I reo!, Albem arle Coup , Ni inia MEO 6EOTEN Circen 5956 Suckland Miil Road Geotechnical (;j l�`1CilAEI Engineering, P.C. Roanoke, Virginia 24019 F. U" Phone: (340) 366 -2379 lilii. �2iE�45 Fax: (540) 904 -6204 - scale; I As Shown Date: 09 /17/14 Project No. RW -1447 1 •HI,A. 14 I 1 —.910 Note: Shrubs can be planted between the walls and behind the upper wall. The top geogrid layer can be cut using a utility knife for placement of the root bulbs. LStart 6eogrid Approx. I" From Front of Units Anchor Diamond Pro Unit GEOMb PLACEM84T DETAIL (Not to Scale) IZe111 �orCed, F. Min 24" Min 12" Fill Cores w/ Anchor Diamond Pro Unit VOOT No. 57 Stone Open Joint (Weephole) 4" Dia. Perforated .Drain Pipe Max 40'0.C. DRAIN DETAIL Drain to Davliaht (Not to Scale) 0yIWEL R. Ci, Circeo 5956 Buckland Mill Road Geotechnical Virginia 24019 Engineering, P.C. Vi Roanoke, n3 Phone: (540) 365 - 2379 .Fax: - (540) 904 -6200 le: I N/A Project No. I RW -1447 RTES: 1.0 STRIP VE&ETATIVEAND ORGANIC SOIL FROM, THE WALL AND SEOGRIb ALIGNMENT, 2,0 BENCH CUT ALL EXCAVATED SLOPES. 3.0 DO NOT EXCAVATE BEYOND EXCAVATION LINES SHOWN ON PLAN UNLESS DIRECTED BY THE GEOTECHNICAL ENGINEER TO'REMOVE UNSUITABLE SOIL. 4,0 CONTRACTOR SHALL, ENSURE TEMPORARY EXCAVATIONS ARE STABLE AND PROVIDE EXCAVATION SUPPORT IF NEEDED. 5.0 GEOTECHWCAL ENGINEER SHALL VERIFY FOUNDATION SOILS AS BEING' COMPETENT PER. THE DESIGN PARAMETERS. 6,0 LEVELING PAD SHALL:CONSIST OF COMPACTED SAND, GRAVEL, OR. COMBINATION,AND SHALL BE A MINIMUM 6-INCH THICK LAYER WITH A MINIMUM WIDTH OF 24 INCHES. AS AN ALTERNATIVE, A MINIMUM 3 -INCH THICK LAYER OF LEAN CONCRETE (PLOWABLE FILL) WITH A 28-DAY COMPRESSIVE STRENGTH OF 200 -300 PSI MAY BE USED AS A LEVELING PAD. 7.0 A 4- INCH - DIAMETER SLOTTED DRAINAGE PIPE SHALL BE INSTALLED B EHIND THEWALL AND CONNECT TO WEEPHOLES INSTALLED AT THE BASE OF THE WALL (40 FEET ON CENTER) AND EXTEND BEYOND THE FI N AL GR ADE TO DAYLIGHT SEE DRA IN DETAIL). 8.0 DRAI.NAGE AGGREGATE AND UNIT (CORE) FILL SHALL CONSIST OF CLEAN ANGULAR GRAVEL'(VDOT NO. 57 STONE), MEETING THE FOLLOWING GRADATION AS DETERMINED IN ACCORDANCE WITH ASTM D-4221 SIEVE SIZE 1 -1/2 INCH 1 INWH 1/2 INCH NO.4 NO. 200 PERCENTAGE PASSING 100 95 -100 25 -60 0-10 0-5- 9.0 GEOGRIDS SHALL BE LAID HORIZONTALLY ON COMPACTED BACKFILL FOR THE REQUIRED GEOGRID LENGTH (6L) IN THE TENSILE STRENGTH DIRECTION (PERPENDICULAR TO WALL FACE) NOTED ON THE WALL PROFILE. THE GEOGRID SHALL BE PLACED WITHIN ONE INCH OF THE FRONT FACE OF THE.UNIT BELOW AND EXTEND HORIZONTALLY OVER COMPACTED FILL., 10.0 ANCHOR DIAMOND PRO UNITS MOLDED DIMENSIONS SHALL BE 8 INCHES HIGH BY Is INCHES LONG BY 12 INCHES DEEP AND SHALL NOT DIFFER MORE THAN + 1/8 INCH IN ANY DIAKENSION. 11.0 A 1 -INCH SETBACK PER UNIT (REAR LIP) SHALL BE' MAINTAINED FOR PROPER BATTER (I.E. 7 DEGREE CANT FROM VERTICAL). 12,0 GEOGRIDS SHALL BE PLACED WITHIN 1 INCH OF THE FRONT FACE OF THE UNITS' AND 6EO6RIDS PULLED TIGHT (AFTER PLACEMENT OF THE NEXT COURSE OF BLOCK UNITS) TO REMOVE SLACK' AND TO INTEGRATE.GEOGRIDS AND UNITS. 110 FIELD ADIUSTMENTS'OF BLOCK ALIGNMENT MAY BE MADE ON N04RElWOaRCEMENT LAYERS WITH THE USE OF SHIMS OR ASPHALT SHINGLES TO RAISE ONE COURSE OF BLOCK 9Y A MAXIMUM OF 114 INCH VERTICAL HEIGHT. Drainage Aggregate Min'12''Thick Weephole Daylight Pipe Through Wall 40 OC Spacing (Typ) Extend Beyond Slope Farce 4 -FT Tail Handrail See Sleeve -It Fence Post Detail Anchor Cap Unit Secure to Top Unit :w/ ,Concrete Adhesive Anchor Diamand Pro Units 4" bia, brain Pipe (See brain Detail) DESIGN PARAMETERS: 14.0 REINFORCED FILL BEHIND THE DRAINAGE.AGGREGATE SMALL CONSIST i THEWALL PROFILES ARE BASED ON THE GRADING & DRAINAGE PLAN, OF GRANULAR MATERIAL WITH VSCS.SOIL TYPES GP; GW, GM, GG, :SW, SP, SHEET NO. +4, DATED; APRIL 15, 2014 (REV. 9l11/14), SM, SC,,'Ci_ OR MLWITH A MINIMUM ANGLE OF INTERNAL FRICTION,', PREPARED BY COLLINS ENGINEERING, OF 30 DEGREES AS OUTLINED IN DESIGN PARAMETERS - NOTE 4: 2 WALL DETAILS'' SHOWN ON THIS PLAN ARE FOR ANCHOR DIAMOND PRO" THE FINES FRACTION (MINUS NO, 40 SIEVE) SHALL HAVE SE6MENTALRETAINING WALL (SRW) UNITS MEETING THE NATIONAL A MAXIMUM LIQUID LIMIT (LL) OF 40 AND A MAXIMUM PLASTICITY CONCRETE MASONRYASSOCIATION (NCMA)-CRITBRIA FOR SRW WALL SYSTEMS. INDEX (PI) OF 20, �> ROCK FRAGMENTS SHALL BE LIMITED TO 4 INCHES IN DIAMETER OR LESS. - -- • � HIGHLY EXPANSIVE SOILS (MH -CH) SHALL NOT BE USED FOR 4 THE DESIGN OF THE SEGMENTAL RETAINING WALL (SRW) ENGINEERED FILL. DO NOT-USE WET SOIL. ASSUMES THE FOLLOWING PARAMETERS: 0 BEPERFOR Eb'AS M THE'YtfALL'IS INSTALLED. COMPACTION WITHIN RETAINED SOIL SM -ML 120 30 0 3 FEET OF THE WALL SHALL BE LIMITED TO HAND- OPERATED EQUIPMENT. FOUNDATION SOIL SM -ML. 120 30 100 WALL. 1 -'MAX: EXPOSED WALL HEIGHT = 6 FEET 20.0 DETAIL FOR FENCE OR HANDRAIL POSTS, AT THE TOP OF THE WALL WALL 2' -MAX. EXPOSED WALL HEIGHT: 6 FEET IS PROVIDED FOR PLACEMENT OF POSTS. FENCE OR HANDRAIL POSTS MIN HORIZONTAL DISTANCE BETWEEN TIERED WALLS = 6 FEET SHALL BE INSTALLE D IN SLEEVE -IT FENCE POST SYSTEM DIRECTLY WALL 3;- MAX. EXPOSED WALL HEIGHT =13 FEET. %01 u BEHIND, THE'TOP SRW UNITS WITH AN EMBEDMENT DEPTH OF 2'4 INCHES FRONT SLOPE --LEVEL TO MAX 2H.1V m Q WITH SLEEVE FILLEb WITH CONCRETE TO PREVENT TOPPLING BACKSLOPE BEHIN 0,7HE WALL = MAX 2HAV OF SRW UNITS, EQUIVALENT SURCHARGE .= NONE O W N LU O W �,�// LL W a MMMMMEN samommum woos =11m =iiiea= &=z iii li : s��i�is�s��ra� sae s�� a� em�`ie�r�eoraea� 1- ttp5 xCSYS� , i"rGit -C3� � SJCL° .,� >Darer► 'aV taMI irm� 111 fi � 79t`i0 1e%+ k�M� b W_ 7t �''i 2 i.,R;M 7iiffl, t�lY�ti'ditl'�1�.7�t��r ,9ppt�{,4,AI nrca.• ..,,,,;d,. LStart 6eogrid Approx. I" From Front of Units Anchor Diamond Pro Unit GEOMb PLACEM84T DETAIL (Not to Scale) IZe111 �orCed, F. Min 24" Min 12" Fill Cores w/ Anchor Diamond Pro Unit VOOT No. 57 Stone Open Joint (Weephole) 4" Dia. Perforated .Drain Pipe Max 40'0.C. DRAIN DETAIL Drain to Davliaht (Not to Scale) 0yIWEL R. Ci, Circeo 5956 Buckland Mill Road Geotechnical Virginia 24019 Engineering, P.C. Vi Roanoke, n3 Phone: (540) 365 - 2379 .Fax: - (540) 904 -6200 le: I N/A Project No. I RW -1447 RTES: 1.0 STRIP VE&ETATIVEAND ORGANIC SOIL FROM, THE WALL AND SEOGRIb ALIGNMENT, 2,0 BENCH CUT ALL EXCAVATED SLOPES. 3.0 DO NOT EXCAVATE BEYOND EXCAVATION LINES SHOWN ON PLAN UNLESS DIRECTED BY THE GEOTECHNICAL ENGINEER TO'REMOVE UNSUITABLE SOIL. 4,0 CONTRACTOR SHALL, ENSURE TEMPORARY EXCAVATIONS ARE STABLE AND PROVIDE EXCAVATION SUPPORT IF NEEDED. 5.0 GEOTECHWCAL ENGINEER SHALL VERIFY FOUNDATION SOILS AS BEING' COMPETENT PER. THE DESIGN PARAMETERS. 6,0 LEVELING PAD SHALL:CONSIST OF COMPACTED SAND, GRAVEL, OR. COMBINATION,AND SHALL BE A MINIMUM 6-INCH THICK LAYER WITH A MINIMUM WIDTH OF 24 INCHES. AS AN ALTERNATIVE, A MINIMUM 3 -INCH THICK LAYER OF LEAN CONCRETE (PLOWABLE FILL) WITH A 28-DAY COMPRESSIVE STRENGTH OF 200 -300 PSI MAY BE USED AS A LEVELING PAD. 7.0 A 4- INCH - DIAMETER SLOTTED DRAINAGE PIPE SHALL BE INSTALLED B EHIND THEWALL AND CONNECT TO WEEPHOLES INSTALLED AT THE BASE OF THE WALL (40 FEET ON CENTER) AND EXTEND BEYOND THE FI N AL GR ADE TO DAYLIGHT SEE DRA IN DETAIL). 8.0 DRAI.NAGE AGGREGATE AND UNIT (CORE) FILL SHALL CONSIST OF CLEAN ANGULAR GRAVEL'(VDOT NO. 57 STONE), MEETING THE FOLLOWING GRADATION AS DETERMINED IN ACCORDANCE WITH ASTM D-4221 SIEVE SIZE 1 -1/2 INCH 1 INWH 1/2 INCH NO.4 NO. 200 PERCENTAGE PASSING 100 95 -100 25 -60 0-10 0-5- 9.0 GEOGRIDS SHALL BE LAID HORIZONTALLY ON COMPACTED BACKFILL FOR THE REQUIRED GEOGRID LENGTH (6L) IN THE TENSILE STRENGTH DIRECTION (PERPENDICULAR TO WALL FACE) NOTED ON THE WALL PROFILE. THE GEOGRID SHALL BE PLACED WITHIN ONE INCH OF THE FRONT FACE OF THE.UNIT BELOW AND EXTEND HORIZONTALLY OVER COMPACTED FILL., 10.0 ANCHOR DIAMOND PRO UNITS MOLDED DIMENSIONS SHALL BE 8 INCHES HIGH BY Is INCHES LONG BY 12 INCHES DEEP AND SHALL NOT DIFFER MORE THAN + 1/8 INCH IN ANY DIAKENSION. 11.0 A 1 -INCH SETBACK PER UNIT (REAR LIP) SHALL BE' MAINTAINED FOR PROPER BATTER (I.E. 7 DEGREE CANT FROM VERTICAL). 12,0 GEOGRIDS SHALL BE PLACED WITHIN 1 INCH OF THE FRONT FACE OF THE UNITS' AND 6EO6RIDS PULLED TIGHT (AFTER PLACEMENT OF THE NEXT COURSE OF BLOCK UNITS) TO REMOVE SLACK' AND TO INTEGRATE.GEOGRIDS AND UNITS. 110 FIELD ADIUSTMENTS'OF BLOCK ALIGNMENT MAY BE MADE ON N04RElWOaRCEMENT LAYERS WITH THE USE OF SHIMS OR ASPHALT SHINGLES TO RAISE ONE COURSE OF BLOCK 9Y A MAXIMUM OF 114 INCH VERTICAL HEIGHT. Drainage Aggregate Min'12''Thick Weephole Daylight Pipe Through Wall 40 OC Spacing (Typ) Extend Beyond Slope Farce 4 -FT Tail Handrail See Sleeve -It Fence Post Detail Anchor Cap Unit Secure to Top Unit :w/ ,Concrete Adhesive Anchor Diamand Pro Units 4" bia, brain Pipe (See brain Detail) DESIGN PARAMETERS: 14.0 REINFORCED FILL BEHIND THE DRAINAGE.AGGREGATE SMALL CONSIST i THEWALL PROFILES ARE BASED ON THE GRADING & DRAINAGE PLAN, OF GRANULAR MATERIAL WITH VSCS.SOIL TYPES GP; GW, GM, GG, :SW, SP, SHEET NO. +4, DATED; APRIL 15, 2014 (REV. 9l11/14), SM, SC,,'Ci_ OR MLWITH A MINIMUM ANGLE OF INTERNAL FRICTION,', PREPARED BY COLLINS ENGINEERING, OF 30 DEGREES AS OUTLINED IN DESIGN PARAMETERS - NOTE 4: 2 WALL DETAILS'' SHOWN ON THIS PLAN ARE FOR ANCHOR DIAMOND PRO" THE FINES FRACTION (MINUS NO, 40 SIEVE) SHALL HAVE SE6MENTALRETAINING WALL (SRW) UNITS MEETING THE NATIONAL A MAXIMUM LIQUID LIMIT (LL) OF 40 AND A MAXIMUM PLASTICITY CONCRETE MASONRYASSOCIATION (NCMA)-CRITBRIA FOR SRW WALL SYSTEMS. INDEX (PI) OF 20, 3' ENGINEERING ANALYSIS BASED ON USE OF STRATAORID 56200 AND 56350 ROCK FRAGMENTS SHALL BE LIMITED TO 4 INCHES IN DIAMETER OR LESS. 6EOGRID, BOTHER COMPATIBLE '6EOGRIDS MAY BE SUBSTITUTED WITH REINFORCED FILL SHALL BE FREE OF DEBRIS AND ORGANIC MATTER. THE APPROVAL OF THE WALL DESIGN ENGINEER. HIGHLY EXPANSIVE SOILS (MH -CH) SHALL NOT BE USED FOR 4 THE DESIGN OF THE SEGMENTAL RETAINING WALL (SRW) ENGINEERED FILL. DO NOT-USE WET SOIL. ASSUMES THE FOLLOWING PARAMETERS: 15.0 REINFORCED FILL SHALL BE PLACED IN 8 -INCH LIFTS'ANb NO.57'STONE, COMPACTION TESTS CAN BE WAIVED 5 50IL STRENGTH PARAMETERS ARE BASED ON USE OF GRANULAR SOIL r,,, Moist FRICTION OR CRUSHED STONE IN THE REINFORCED FILL ZONE. ON-SITE GRAND AR COMPACTED TO A MINIMUM OF 95% OF MAXIMUM STANDARD SOIL SOIL. UNIT WEIGHT ANGLE COHESION PROCTOR DENSITY (ASTM D-698) AND WITHIN + 2 PERCENTAGE CONDITIONS Type (PCF) d?, (DEG) (PSF) POINTS OF OPTIMUM MOISTURE CONTENT. COMPACTION TESTS SHALL REINFORCED FILL Granular: Sal (ML or Better; 120 30 0 BEPERFOR Eb'AS M THE'YtfALL'IS INSTALLED. COMPACTION WITHIN RETAINED SOIL SM -ML 120 30 0 3 FEET OF THE WALL SHALL BE LIMITED TO HAND- OPERATED EQUIPMENT. FOUNDATION SOIL SM -ML. 120 30 100 16:0 A VIBRATORY PLATE TAMPER -SHALL BE USED TO DENSIFY 1" Setba,6 ')pen :Cells (Filled With Stone) 1" Rear Lip UNIT CONNECTION DETAIL (Not to Scale) Filter'Fabrle - 4 FT Wide Mirafi 1401N or Equivalent 2- TIERED RETAINING WALL CROSS SECTION (Not to Scale) FACTOR OF SAFETY (SLIDING P2 SISTENCE) s 1.5 FACTOR OF SAFETY (OVERTURNING) > 2.0 DESIGN SOIL BEARING CAPACITY = 600 PSF TO 2,606 PSF (SEE WALL PROFILES) GLOBAL 'STABIttTY (FACTOR OF SAFETY AGAINST SLOPE, FAILURE) > 1:30 [BASED ON 65LOPE LIMIT EQUILIBRIUM SLOPE' STABILITY ANALYSIS] P '` . Geotechnical �HAEI. R. Engineering, P "ai.021�4� Seale: NA �s�OAtAL�'� Date: T09/1/7 /1 Na: 52�24� Circeo Geotechnicat Engineering, P. 5956 Buc land Mill Road Roanoke, Virginia 24019 Phone: (540) 366 -2379 Fax: (540) 904-6200 Project W. I RW -1447 5956. Suckland Mill Road Roanoke, Virginia 24419 Phone:.(540) 366 -2379 Fax: (540) 904 - 6200 Project No. i RW -1447 ? G1 VS SCOTT R. COLLINS Lic. No. 035'791 � -1 v<t S10 E�G1� P _ NAL _ NO.57'STONE, COMPACTION TESTS CAN BE WAIVED 5 50IL STRENGTH PARAMETERS ARE BASED ON USE OF GRANULAR SOIL z WHERE N0.57 STONE IS USED AS REINFORCED FILL. OR CRUSHED STONE IN THE REINFORCED FILL ZONE. ON-SITE GRAND AR 17.0 .CONTRACTOR SHALL SLOPE SITE GRADES TO DIRECT SURFACE OR LOW PLASTICITY SOIL CAN BE REUSED FOR FILL PROVIDED THE SOIL IS. z RUNOFF AWAY FROM WALL AT ENb.OF EACH DAY' TO AVOID PLACED IN 8-INCH LIFTS AND EACH LIFT'IS COMPACTED TO A MINIMUM OF WATER DAMAGING THE WALL .WHILE UNLbER.CONSTRVCTION. 95% OF MAX. STANDARD PROCTOR DENSITY, AND WITHIN+ 2 PERCENTAGE 18.0 ANY SURFACE DRAINAGE FEATURES, FINISH GRADING, PAVEMENT, POINTS OF OPTIMUM MOISTURE CONTENT, USING PORTABLE COMPACTION h O OR"TVRF SHALL BE INSTALLED IMMEDIATELY AFTER. THE WALL.IS EQUIPMENT. O COMPLETED. DO NOT USE HIGH, PLASTICITY CLAY (CH -MH), ROOTS OR TOPSOIL IN REINFOR f9.0 IF SITE AND .SOIL CONDITIONS, WALL GEOMETRY. OR WALL ZONE. ANY SOFT, SATURATED .SOIL ENCOUNTEREb IN SUB6RADE SHALL BE P LOADING ARE DI F FEREN T HAN THE DRAWINGS AND THE DESIGN UN DER CUT A ND REPLACED WITH CRUSHED STONE TO STABILIZE THE PARAMETERS, TIECONTRACTOR MUSTCONTACT THE WALL DES16N FOUNDATION SUBGRADE OR AS DIRECTED BY THE SEOTECHNICAL ENGINEER. 0 ENGINEER PRIOR TO PROCEEDING WITH THE, OF THE WALL, WALL. 1 -'MAX: EXPOSED WALL HEIGHT = 6 FEET 20.0 DETAIL FOR FENCE OR HANDRAIL POSTS, AT THE TOP OF THE WALL WALL 2' -MAX. EXPOSED WALL HEIGHT: 6 FEET IS PROVIDED FOR PLACEMENT OF POSTS. FENCE OR HANDRAIL POSTS MIN HORIZONTAL DISTANCE BETWEEN TIERED WALLS = 6 FEET SHALL BE INSTALLE D IN SLEEVE -IT FENCE POST SYSTEM DIRECTLY WALL 3;- MAX. EXPOSED WALL HEIGHT =13 FEET. %01 u BEHIND, THE'TOP SRW UNITS WITH AN EMBEDMENT DEPTH OF 2'4 INCHES FRONT SLOPE --LEVEL TO MAX 2H.1V m Q WITH SLEEVE FILLEb WITH CONCRETE TO PREVENT TOPPLING BACKSLOPE BEHIN 0,7HE WALL = MAX 2HAV OF SRW UNITS, EQUIVALENT SURCHARGE .= NONE 1" Setba,6 ')pen :Cells (Filled With Stone) 1" Rear Lip UNIT CONNECTION DETAIL (Not to Scale) Filter'Fabrle - 4 FT Wide Mirafi 1401N or Equivalent 2- TIERED RETAINING WALL CROSS SECTION (Not to Scale) FACTOR OF SAFETY (SLIDING P2 SISTENCE) s 1.5 FACTOR OF SAFETY (OVERTURNING) > 2.0 DESIGN SOIL BEARING CAPACITY = 600 PSF TO 2,606 PSF (SEE WALL PROFILES) GLOBAL 'STABIttTY (FACTOR OF SAFETY AGAINST SLOPE, FAILURE) > 1:30 [BASED ON 65LOPE LIMIT EQUILIBRIUM SLOPE' STABILITY ANALYSIS] P '` . Geotechnical �HAEI. R. Engineering, P "ai.021�4� Seale: NA �s�OAtAL�'� Date: T09/1/7 /1 Na: 52�24� Circeo Geotechnicat Engineering, P. 5956 Buc land Mill Road Roanoke, Virginia 24019 Phone: (540) 366 -2379 Fax: (540) 904-6200 Project W. I RW -1447 5956. Suckland Mill Road Roanoke, Virginia 24419 Phone:.(540) 366 -2379 Fax: (540) 904 - 6200 Project No. i RW -1447 ? G1 VS SCOTT R. COLLINS Lic. No. 035'791 � -1 v<t S10 E�G1� P _ NAL _ LU o g �E 6 J 0) M 0) N M d' N C) N W J W F- 0 Q U W W Q 0 O N z U.1 Fri Q LL_ 1 Z 0 rI 1 Cn Q 0 O F-1 1.M1... W �VJ w D J J Q W o W CL to 1013 NO, 122076 SCALE AS NOTED SHEET NO. �0 z z O U W Z h O � 0 O J Q > C25 ` Q" P Z O W Z '^ 0 ®u z 0 _J J (L Aft Q 2: W m J a %01 u m Q UJ a CL W O. O W N LU O W �,�// LL W a LU o g �E 6 J 0) M 0) N M d' N C) N W J W F- 0 Q U W W Q 0 O N z U.1 Fri Q LL_ 1 Z 0 rI 1 Cn Q 0 O F-1 1.M1... 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Roanoke, Virginia 24019 IN' ALL 2 Phone- ,(540) -366-2319 TOC Top of Cap Unit MICHAEL R. ieftl r No. 021245 Fax: (540) 904-6200 TOW Top of Wall (Excluding Cap Unit) -to -Std_120 114: 1"- 10 ft. sow Bottom of 'Wall (Including Embedment) Viewed From Front Face Of Wall 0/1 Scaler IV: I". loft, Protect .Na. RW4447 2CO Sirdta6lid 56200 IONAIL Date: 1 09/17/14 *,356 Wat, at Sfratdr 5050 id q = Design Soil Bearing Pressure (psf) Revision: 1 101011141 sheet 71 oU 3 GL 6e rid Le ff0 nq%_ 0 *1 brain Pipe to i0i 11 --- - - WALL 3 450 448 X 446- 444- 40 x. 440 Z 438 8 436.. 434 t Lu 432 z 430 U 0 > 428 426 L z r 424 - 4122 0 1 L 420 L VFW B . M az-6 BOW = 440-67 l'o ,CrL26FT I i aL! e, " 90 GL- 6 FT q 600 psf %WV-`tIW ■ *Y* so •v� 11tot, ,Akcx 2HAV Backsidpe 'GL -. 9 P! SL z 6 FT ,q r 6" `�ick'Stone In, Z6 Lemeling PQQ BOW 438.0( W 436.00 VpWsedSrade at Bottom of Wall .......... �'`a ` it s ",?+ Drain Pipe to Daylight -:40 O.Ci (Typical) '34.5 40 NO 60 64;6 70 11 Station (ft) I Top GL,,. 9 FT, GL - 6 FT IN-too q - 1.1001 psf OPINION I 4-.FT Tixll Handrail GL =11 F7 &z8FT BL Z'S FT I I I �a=M am: $FT = 434.00 $o 00 Top 2,61. - 11 FT. &L -,8 FT q - 1,600 psf LEGEND I I - I Cap Unit (4" Height) o Anchor Diamond Pro Units (61 Height x LOW Width) Leveling W (Min. 6" Thick Stone or Min. 3" Lean Concrete) RETAININ.G WALL 3 TOC Too of top Unit TOW Top -,of Wall (Excluding Cap Vnit) Sta. 0 to) Sta. 120 BOW Bottom of Wall (Including Embedment) '200 Strdtewtid'66200 Viewed From Frront Fox of Wall -350 - Strptaqrid 66350 Q Design Soil Becaring Pressure (psf &L 4wqrld Length (ft) 0 4" brain Pipe to Daylight I 0/ MICHAEL R.-Cl � flo. 021245 ,dL z 13 FT I I a=13PT it 1 1 01. 10 FIT K z 10 FT OL -- 10 PT BOW = 432.00 TOC = 44233 TOW = 442.00 0 % I 4n, 6Le 30 FT &I BOW =.430.00 102 110 120 Top g 6L o 'FT, 61. - 0 FTI No q = g,loo pst 01 42 SITE PLAN (Approx. Scale 1" = 30 FT) . ... ......... . .... ....... 1. Briarwood Commercial Albemarle Cou nty, Virginia 2102= Mac 6EoTEcH Circeo 5956 Bucklamd Mill Road Ge❑technical Engineering, P.C. Roanoke, Virginia 24019 Phone: (540) 366-2379 Fax: (540) -6200 Scale.- IH: IW- 10 IV.. tn,■ loft. Project No. RW-1447 Date: 09/17/14 Revision: +R/01/14 1 Sheet 7 M X 0', M WALL 1 01 A 440' < 4$9 Upper Wall M TOC 429.00 4-FT'Tall Handrail V,C: 4�6 Bag 111.q� z EF TOW 428.67 AV 1: 434- TOC 42&3 3 C N!q 0' A TOW 428.00 d :M du 430 r. r, 1 ; D. Q,-M Ln :ft PT 42 51,11"T aY 2 6 FT 0 4 41* lrjj "I thoz V., !:""t1;7 1 4- , J 1%': -J L4 424- 422 - M U Ul &N 4) I = M 420 - 'ta , 419, Ow 425.3 am M aaaf 5 X, 416- �OW 424.00 4% 4% •Z r .44+� IT " aitwm ■W. 414 to •aaad, 4e%l r• <4 7, �P' M�'- 412 15.,�A,."Proposed Grade at Bottom of Wall I 410 L 1 1 1 1 1 1 11 111 1 1 Zta. 0 NN 120 132, 140 1,50 �Jj P 6L-,9 FT. GL.6 FT I Station (ft) q 1,10o Psf V A Max 2H:1V Backslope o WALL 2 43 at I I a I CID 432'. 7=1 1 1 1 1___ W. Lower Wall 'N ENE 43 TOC 423.67 TOW 424.67 it • St 9. ,429 TOC 422.33 TO 423.33 1 426 TOW 422.0 jr, f7 I 424- 13::11 14:1 422 OL M PT IgzE Co-L z 12 FT WAU, I ggaaW!r,,- C • GL 16 FT GL .160 420 419 Up r' W U1 GL 2 Is FT w/4111611 n 4 [rj 16 a a IS FT X rrr --------------- AIA W.&I I �p C,L 12 A -Nf- LoWer-W'll +_ 412 5� 50 Thick Sto.. Bow 416.00 0. • 41 OW =416.00 '�`FLeyelirq Pad B Proposed Grade at Bottom of 40 ow 40 BOW 414 9, Pi to Daylight - 40 FT 0 C. (Typical� Lmmin r 40 120 130 140 140 i6o Station (ft) 61. -Ia 15 FT a , CTL= 1.2 FT 6L'- 9 PT q - 2,600 psf -q--2,looFWj-q-.-T,-6o0. too Of LEGEND RrET-AINING WALL, 1 'T e_ Cup Unit, (4" Height) PLAN (AOpfttoxl Scale I" - 30 FT) 47TCt. 4 4V � TO %7TQ ti 4 Ca Anchor Diamond Pro Units (VI Height x 18' Width % Girceo 5956 ,*Suckland M,q Road Geotechnical Leveling Pad (Min. 6* Thick Stone or Min. 3' Leon Concrete) 'Engirieeri Roanoke, Virginia 24019 in TOC Top of Cap Unit RETAINING WALL, 2 0 0 . ' P e- (W) 3.66-2379 TOW Top of 'Wall (Excluding Cap Unit) Fax: (540) -:6200 120 to S t a. 1 60 "1,- 10 ft. SOW Bottom of Wall (Inclixiing Embedment) sta. 'A State- 2DO Stra+aOrld 56200 Viewed From Front Pdft of ' Wall !V: '14- i0 , ft. Protect No. P.W4441 -1350- to Strotagrid 56350 IL Date: 1-69-/17/14 61. Oeogrid Length (ft) 0 4" brain Pipe to Daylight q = Design Soil Bearing Pressure (Psf) slon: 1 10/01/14 Sheet 6.af 8 In = Z= W, *_Krd M"M so." z zzz z z M moMMMIMM ====:z=zz=Vgg d d I W4, 11-11 Fla on in 'am. INS mm MM IJKw 011,111 in NMMW*AWJMMNms W !=M�rA#WAM��ms iww -MMMw ----------------------- tri mmmm IAMMFMM=i=Wli*i* ipmrft""Om .05."Wup NMI" IMM-M, IMMM-01 Imm" XOMM "MW mm"MUM. am 0! "gait a" • Tr/.71I h.WNAWN"NNMhmLbwmab b"vbnma "a =WM WMWASdu,MRWMWWAbWWPMUMVWMbM N.Abow mmo ZMat =&Mond "bml"bmmd#gw mwmmwwmnmloikwmo=AbwmwmbwAs Wam wr .......... dfidft Dow"'PiPeLto.0d ,y light 4• FT O.C. (Iyocidl) wrww Emmmmi 11 AM MM =21 z z 11IL-1- till ilwwwr =a TOC 43633 wwwwwiiii 436.00 z ww iiiwieair k mom EMMIM • •oil ANN immm AIWBM L ,,,1 it MIMI Now Wmwdwmc WE /■ "VANt =am am= 'An 0 . I W__1 am 1111 lAmmmm 11A sold M-7-T-ir-117=773. 71 ww M& U11 Cap UnW(4" Height) Anchor Diamond Pro Units (8- Relight- IV' Width) Leveling Pad (Min. &' Thick Stone oii Min. 'r Leon Concrete) Geotechnical Engineering, P.C.' TOC Top of CapVn1f RETAINING WALL. 3 TOW Top of Wall (Enluding Cap Wit) rt S114.120 to t8fa. .28 BOW Bottom of Wall, (Including Embedment) 200 Strata6rid S&200 Viewed From F1ront,FaCeofWall. Waaa a A 1350 Was, a Stratogrid S&350 Design Soil Bearinq Pre.-ssure (Psf AL Geotraid Lenoth (ft) 0 4' brain Pipe to Nyliqht IF T Pew'; SCOTT R. COLLINStZ Lic. No. 035791� Po ONAL z LU M ULJ U) UJ < z 12 V) LLJ L5 19/ Cfi co CN W VJ ran _J W F_ F- 0 ME" 0 W I ..V; W F_ aaaaaa n M in u) W W W Z/= F- U) W < UCN U 0�0 CL 0 UJ latagg- Itaggagall z z oU3 U3 z ED Z U. LJ V) z z _J 0 L) '0 4- 0 Ln mo .0 C LL1 Itagatatall 0 U F_ C C 0- 0- U11) X 0 E 0 M Z.G Q� _', W 0 C to Z LLJ 0 z .0 z 0 V0, 0 0 0 ', rylo Fag-4 0.:6 6 0 X iU 2 C 0 LU 0 r b tu - E 0- 0 JOB NO. 122076 0 En > SCALE r, AS NOTED 0 C W C: C, SHEET NO. 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