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HomeMy WebLinkAboutSDP201600037 Plan - Approved Minor Amendment 2017-01-12Purpose of This Minor Site Plan Amendment SDP201600037 � . The purpose o� this miner A.endment is tt� construct a new c�ffiee bui.ding and MINO' PLAN AMENDMENT associated parking. FOR I i ✓� ��` Exist. FH #10426 ?oute 1115 SSi 25 MPH -------------------- ----------------.-.-_•- ------ 63`35'23" E u 1 Area dedicated for street purposes. 4---- -------- iacl not constructed. ----------------------------- / Po/6. � / 06, fA 9 i it --------------- % u it � i {I n 10 0 I 492 r- II 53.1% tt C/) 1{ Exist. -14'x25' Iii n 12.3' Loadinc 1 100.0% ii Space n TMP 77-40P Lacy Mechanical, Inc. DB 3655-442 Use: Industrial Zoned: LI l f 0 30' 0 30' SCALE: f1 "=30' 1 PARCEL OVERVIEW -oo KALE: 1'= 3oY New 1,800 SF 1-Sto , Building 5 II it Pre -Development % II % 50.0' 0 t r I 18.2% I 492 5.0% 5,242 53.1% Pervious I 95.0% Iii I' 12.3' 1 9,880 1 100.0% it .0 100.0% LIGHT INDUSTRY (LI), STEEP SLOPES (MANAGED) t OVERLAY DISTRICT t CURRENT USE: � , Existing I it I I i -Story Building 5,500 SF aI I t I I 11 I I I -1�= 1 it I PAGE 684 SOURCE OF TOPOGRAPHY: -u it � I FROM FIELD RUN SURVEY BY MERIDIAN PLANNING GROUP, LLC. ON FEBRUARY 7, 2016 o En m m r Existing Gravel _ Driveway ------------------ Refer to Sheets C-101 , C-2 01 C-202 >, --------------_ TMP 78-21B Collett Thatch Trust DB 3790-451 Use: Industrial Zoned: LI 19, 1 I' I lG op I A/ I ---T Existing , "p �y Storm Water Management t ------- Basin CO cot, �---- t 1 r �—t '` 18' ' TMP 77-40P1 1 mss, U, ' j 0019 --24' —! Broadway Center, LLL' DB 4436-471 '---- T , Use: Industrial 1 Zoned: LI S 65°01'23" E 274-.93' TMP 77-40A Rivanna Nater & Sewer Authority. DB 768-277 Use: Wastewater Treatment PLant Zoned: LI z C® Ln I w 1 -and Use Table Description Pre -Development % 1 % Buildings 0 t r 1,800 18.2% c� °ray 1 492 5.0% 5,242 53.1% Pervious 9,388 95.0% 2,838 I' Total 1 9,880 1 100.0% t j 100.0% LIGHT INDUSTRY (LI), STEEP SLOPES (MANAGED) t OVERLAY DISTRICT t CURRENT USE: � , PROPOSED USE: INDUSTRIAL OFFICE r r MAGISTERIAL DISTRICT: SCOTTSVILLE , 10' FRONT SETBACK PARKING SETBACK: 10' FROM PUBLIC RIGHT-OF-WAY < 30' FROM RURAL AND RESIDENTIAL DISTRICTS SOURCE OF BOUNDARY: PLAT RECORDED IN DB 907 PAGE 684 SOURCE OF TOPOGRAPHY: 4 -FOOT CONTOUR INTERVAL FROM ALBEMARLE COUNTY GIS MAPS (USGS DATUM). 2 -FOOT CONTOUR INTERVAL FROM FIELD RUN SURVEY BY MERIDIAN PLANNING GROUP, LLC. ON FEBRUARY 7, 2016 o Q m m m , r , t , M cn 1 , 0 o r Q Uj ry V) , C) r , t , r , r , n C) , r / rj t F 1 , , f 1 r � r , t r r , r r , t , r , r r r f Description Pre -Development % Post -Development % Buildings 0 0.0% 1,800 18.2% c� °ray 1 492 Description Pre -Development % Post -Development % Buildings 0 0.0% 1,800 18.2% Paved 492 5.0% 5,242 53.1% Pervious 9,388 95.0% 2,838 28.7% Total 1 9,880 1 100.0% 9,880 100.0% SITE DATA SITE PLAN NUMBER: SDP200100103 DEPARTMENT OF COMMUNITY DEVELOPMENT LEGAL REFERENCE: 07700-00-00-04OP1 PARCEL ADDRESS: 1821 BROADWAY STREET INSPECTIONS CHARLOTTESVILLE, VA 22902 • SOURCE OF TITLE: DB 4436 PAGE 471 ALBEMARLE COUNTY SERVICE AUTHORITY OWNER /APPLICANT: BROADWAY CENTER, LLC . J 3002 BERKMAR DRIVE CHARLOTTESVILLE, VA 22901 ZONING: LIGHT INDUSTRY (LI), STEEP SLOPES (MANAGED) OVERLAY DISTRICT OVERLAY DISTRICT t CURRENT USE: INDUSTRIAL OFFICE PROPOSED USE: INDUSTRIAL OFFICE MAGISTERIAL DISTRICT: SCOTTSVILLE BUILDING SETBACK: 10' FRONT SETBACK PARKING SETBACK: 10' FROM PUBLIC RIGHT-OF-WAY < 30' FROM RURAL AND RESIDENTIAL DISTRICTS SOURCE OF BOUNDARY: PLAT RECORDED IN DB 907 PAGE 684 SOURCE OF TOPOGRAPHY: 4 -FOOT CONTOUR INTERVAL FROM ALBEMARLE COUNTY GIS MAPS (USGS DATUM). 2 -FOOT CONTOUR INTERVAL FROM FIELD RUN SURVEY BY MERIDIAN PLANNING GROUP, LLC. ON FEBRUARY 7, 2016 PARKING SCHEDULE: REQUIRED: PROVIDED: SWM VOLUME CONTROL: SWM WATER QUALITY: WATER SERVICE: SANITARY SERVICE: RESERVOIR WATERSHED: LIGHTING: 2 VICINITY MAP c-oo SCALE: 1 "= 1000' 1 SPACE PER EMPLOYEE = 27 EMPLOYEES*1 = 27 SPACES 1 SPACE PER 500 SF OPEN TO PUBLIC = 5000 SF/500 = 10 SPACES 44 SPACES NOT REQUIRED. TOTAL DISTURBED AREA IS LESS THAN 10,000 SF NOT REQUIRED. TOTAL DISTURBED AREA IS LESS THAN 10,000 SF ALBEMARLE COUNTY SERVICE AUTHORITY ALBEMARLE COUNTY SERVICE AUTHORITY THIS PARCEL IS NOT LOCATED WITHIN A PUBLIC WATER SUPPLY RESERVOIR WATERSHED. NO NEW OUTDOOR LIGHTING IS PROPOSED Car4ton Ave G orkef S t St SKEET INDEX A.AW yiM[vN.Qsia Submittal Type Reviewed and Approved by the Community Development Department Date_ray14 - File# SIR;L01('0663,; ,; _ �I�ncittiP�' C-0101......... COVERSHEET C-1101 ......... EXISTING CONDITIONS & DEMOLITION PLAN C-2101 ....... . SITE PLAN' C-2102- ...... GRADING & UTILITY PLAN C-20 ........ SITE DETAILS SITE LEGEND LP LIGHT POLE TBR TO BE RELOCATED BSL BUILDING SETBACK LINE APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER o INSPECTIONS DEPARTMENT OF FIRE RESCUE • VIRGINIA DEPARTMENT OF TRANSPORTATION ALBEMARLE COUNTY SERVICE AUTHORITY Cr z-j a s. (944� 0 Quo F- i - z 0 w w IX 0 0 V) w z z 0 0 0 0 MEN o z • 0 . J . E • t < V 1 o Q m m m C� M cn z V 0 o Q Uj ry V) 0 C) n C) F- i - z 0 w w IX 0 0 V) w z z 0 0 0 0 MEN • . J . E • t F- i - z 0 w w IX 0 0 V) w z z 0 0 0 0 MEN SHEET 1 of � V 1 C� o Uj ry V) SHEET 1 of � -- — — — — — — — — Broadway Street 60'Public RfW - lNew W 319 5'R 4 Lv_ — — — — — — — — — — New CG -6 T 5 Spces' @ 9'x 6' New Asphalt Parking Area -1 5 Spaces 9'x18' New CG -2 I I New CC -2 - Existing Asphalt Parking Area 01 (D 23 1 , Space @.8'x18' VAN New Retaining Wall w/ Handrail Max Height=6' Length = 135' New Retaining Wall w/ Handrail Max Height=2,5' :7 \k Length = 37' NewCG- _ 2 New, -6' Concrete. Sidewalk. New* _1; —6-000' /2' Wide Curb Cut --- Limits of Disturbance Total Area =9,880 SF New 1,800 SF 1 -Story Building FFE=379.0 New Concrete 1--I'Dumpster Pad w/6' Block Enclosure 4 New, CG -2 @ � X 00 LIJ X V) Existing— Asphalt Parking Area Relocated Concrete Dumpster Pad w/6' Block Enclosure \�� A -INI C-4 4 - Ln < V-1 M 0 R_ 0 0 z -INI I LLJ F Q --i 0 Cf) 0 NO N V) Ln 0 Of 0� E— < c(I 0 0 Y15 0`'' F_ (-i L 1 M TD M z % < V) SHEET NO. V 0 R IR M M�m I SCALE: 1 "=10' 1 V) SHEET 3 of 6 < 0 z -INI I LLJ F Q --i Cf) E— EE-1 c(I 0 0 Y15 F_ (-i L 0 Z -) 0 0 �0 h, LLJ % V) SHEET NO. V 10' 0 10, 20' 30, R IR M�m I SCALE: 1 "=10' 1 SHEET 3 of 6 -- — — — — — — — — — — — — ---- - - - - - - - - V ------------- \WA Broadway Street �) 60'Public R/W New W Exist, WM M Exist.WV z--- -- ­ ---- z 11 f �, Z c) C\2 7ff z CI) C\2 II C) z Q > E-1 wTW 76.0 (0 TW 76.0BW 72.0 Z _T BW 76.0\ ::0 0 7 w C) New Retaining Wall Z E w/ Handrail �_4 z Max Height=6' Length 135' 1 7 TC 80,5 TW 76.0 TC 78 --/ �E RW 70.0 II TC 81. Neil el Retaining Wall TW 86.0 W/ Handrail BW 86.0 MbIx Height=2.5' Length 37' 4t- 77,9 New II As New Concrete CD phalt 00 Parking Area Dumpster PadII f j WX Block Enclosure 4 TW 75.0 BW 69.0 P 78.7 TW,78.0 BW 76.5 C.0 TC TC 78.6 78.8 G) C,4 G) C'4 Tc80" TW 86.0 TC 7�� VAN BW 86.0 V) V) I ` 0 W U TC/P 783 00 C) C) 0 14 U) LLJ 7 5 D z D TC 80.90 0 BW 71. 0 U 550 SF X of Managed New Slopes To Be NOTES: Disturbed 1. The total disturbed area for 1,800 SF 6 / C 79.5 1 -Story Building construction of these z I) I -T improvements will be 9,880 SF. FFE=379.0 2. The County Engineer determined this is not part of a greater E plan of development so the \B\ 74,0 Ordinance does not require WPO 2Wide or Erosion Plan approval since Note: Knox Box is required, Albermarle County Fire Marshal Office to Curb Cut red, please contact the the total disturbed area is less TC/P 78 8 than 10,,000 SF. C 79.5 Determine the location. \ ) TC 6. TC 80.1 .4 Limits of Disturbance R ocated. oncr' II Total Area =9,880 SF Dumps r PadII i z, (D Existing 6$ Enclos reI, Asphalt W Parking Area TC 76.8 E---- -�D C) LJ '3Ld 0 a - II } f �� Existing 0 V SHEET NO. Il }I'IV Asphalt �0 Parking Area2 2 1- 0 0' 20' 30' II V S(ILE: 1 10' SHEET 4 of 6 0 C14 0 C14 U) I--, :E :>: V) U� 0:� cr_ 0 < F_ C; i M M M Z Q 0 M V) 3z I'l Li 0 < Z Y ) nee (_I) C-) � LLJ LIJ C) 0 z--- -- ­ ---- z 11 f �, Z c) C\2 7ff z CI) C\2 II C) z Q > E-1 wTW 76.0 (0 TW 76.0BW 72.0 Z _T BW 76.0\ ::0 0 7 w C) New Retaining Wall Z E w/ Handrail �_4 z Max Height=6' Length 135' 1 7 TC 80,5 TW 76.0 TC 78 --/ �E RW 70.0 II TC 81. Neil el Retaining Wall TW 86.0 W/ Handrail BW 86.0 MbIx Height=2.5' Length 37' 4t- 77,9 New II As New Concrete CD phalt 00 Parking Area Dumpster PadII f j WX Block Enclosure 4 TW 75.0 BW 69.0 P 78.7 TW,78.0 BW 76.5 C.0 TC TC 78.6 78.8 G) C,4 G) C'4 Tc80" TW 86.0 TC 7�� VAN BW 86.0 V) V) I ` 0 W U TC/P 783 00 C) C) 0 14 U) LLJ 7 5 D z D TC 80.90 0 BW 71. 0 U 550 SF X of Managed New Slopes To Be NOTES: Disturbed 1. The total disturbed area for 1,800 SF 6 / C 79.5 1 -Story Building construction of these z I) I -T improvements will be 9,880 SF. FFE=379.0 2. The County Engineer determined this is not part of a greater E plan of development so the \B\ 74,0 Ordinance does not require WPO 2Wide or Erosion Plan approval since Note: Knox Box is required, Albermarle County Fire Marshal Office to Curb Cut red, please contact the the total disturbed area is less TC/P 78 8 than 10,,000 SF. C 79.5 Determine the location. \ ) TC 6. TC 80.1 .4 Limits of Disturbance R ocated. oncr' II Total Area =9,880 SF Dumps r PadII i z, (D Existing 6$ Enclos reI, Asphalt W Parking Area TC 76.8 E---- -�D C) LJ '3Ld 0 a - II } f �� Existing 0 V SHEET NO. Il }I'IV Asphalt �0 Parking Area2 2 1- 0 0' 20' 30' II V S(ILE: 1 10' SHEET 4 of 6 I L- ..... - _, ._...- --------------------------- 1 I i I \ I r i i t I ' t I _ I ------------- I I ------------- \ ' i II �.------------------' I Exist. 10426 Area dedicated for street purposes. --,/- ------- purposes. sxd not constructed. --- Broadway Street � Route 1115 SSM 60' Public R11)r .Existing Gravel 25 .MPH 85 Driveway Distance - --,-` _ ------------------ ----_------------_---__ 90 \ /! , r------------------ - \ \ 3 - it 3 I I \ it It # 1P01 I I I IS ti 1r r� \ _ ------------------- it -- itIf 11 i I t II Il'� \\ \ I I I j 1 n it it t NOTES: SIGHT DISTANCE INFORMATION , The Average Daily Traffic for this property will be 100 Trips Per Day. \C-20 SCALE: i" - 30' :_. Broadway Street dead ends just to the east of this entrance. Plumbing Fixtures in Existing Building Toilets ................... 4 Sinks ....................... 4 Showers .................. 1 Mop Sinks ............... 3 Water Hydrants ..... 3 Toilets ................... 2 Urinals .................... 2 Sinks ....................... 2 Showers .................. 1 Mop Sinks ............... 2 Shop Sinks ............... 2 Water Hydrants ..... 3 2 PLUMBING FIXTURE SI-IEDULE -20 SCALE: NTS p, VAN CORNER RADIUS 6- A� SSIBLE IS 1.5" (TYP) PENALTY 12" 0►-� 14"R 4" WIDE WHITE PAINTED LINES SPACED 2' ON CENTER LD -229 Storm Drain Design Computations LD -204 Stormwater Inlet Computations :.,Date of Report , 8j29/2016, C) O " Location Broadway St I Total Minutes of Flow 2 Pipe Size (inches) 8 T Pressure hydrant 11450 vM. Static Pressure (psi) 108 SHEETNO. Cai:ch A Runoff Flow hydrant #1 10426 Pitot Pressure #1(psi) 76 Test Flow 1 Accum Tot Tc Total Int Flow SF-, DN Inv Inv S Pipe Dia Pipe Cap Velocity Flow Time From Point To Point Hydrant opened all the way 4t Inc CA CA (min) (in/hr) (cfs) Up Inv (EI) (EI) Pipe Len (ft) (%) (in) (Cf S) (fps) Inc (mien) STR-1 Outlet: _.10 - _Coef• 0.90 0.09 0.09 5.00 7,10 0.64 372.40 371.19 10..64 7.61 15.00 19.64 6.97 0.02 LD -204 Stormwater Inlet Computations ' 1'-4" s 10" 8 - 1'-10" 4" WIDE WHITE PAINTED LINES TIRE STOP (TYP) 4" WIDE WHITE PAINTED LINES I-- 9' s--I-�--S>r_---- NOTES: Min NOTE 1 Min 1. ACCESS AISLE WIDTH SHALL BE 5' FOR HANDICAP SPACES AND 8' FOR VAN ACCESSIBLE SPACES. 2. SEE SITE PLAN FOR LOCATION AND DIMENSION OF HANDICAP SPACES. DIMENSIONS SHOWN HERE ARE MINIMUMS. 3. TIRE STOPS SHALL BE INSTALLED 2' FROM FACE OF CURB IN EACH HANDICAP SPACE. 4, FOR ALL HANDICAP SPACES DESIGNATED ON SITE PLAN, THE VIRGINIA STANDARD "RESERVE PARKING" SIGN AND STANDARD "PENALTY, TOW -AWAY ZONE" SIGN SHALL. BE INSTALLED. 5. FOR ALL HANDICAP SPACES DESIGNATED ON SITE PLAN AS VAN ACCESSIBLE, PROVIDE "VAN ACCESSIBLE" SIGN WITH MINIMUM "2" HIGH LETTERING MOUNTED UNDERNEATH RESERVED PARKING SIGN. 6. SIGNS SHALL BE MOUNTED WITH THE BOTTOM OF THE SIGN NO LESS THAN 5' AND NO MORE THAN 7' ABOVE THE FINISHED GRADE. 7. THE' REQUIRED ITEMS MAY BE CONTAINED ON ONE OR MULTIPLE SIGNS. SUBMIT SHOP DRAWINGS FOR SIGN'S. 8. SIGNS SHALL COMPLY WITH THE LATEST EDITION OF UFAS (UNIFORM FEDERAL ACCESSIBILITY STANDARDS), Vi158C (VIRGINIA UNIFORM STATEWIDE BUILDING CODE)„ AND THE CODE OF VIRGINIA Sf=C11UN 36-99.11. NANDTICAP ACCESSIBLE PARKING DETAIL 6 FIRE FLOW TEST REPORT C-20 SCALE: NTS aft :.,Date of Report , 8j29/2016, C) O " Location Broadway St I Hate and Time of Test 8%29/2016 10:00:00 AM Minutes of Flow 2 Pipe Size (inches) 8 T Pressure hydrant 11450 vM. Static Pressure (psi) 108 SHEETNO. Residual Pressure (psi) 86 / Flow hydrant #1 10426 Pitot Pressure #1(psi) 76 Test Flow 1 1218 Flow Hydrant #2 Pitot Pressure #2 (psi) 'Fest Flow 2 0 Flow Hydrant #3 Pitot Pressure #3 (psi) Test Flow 3 SF-, cr cU AWWA Q20 Calculation (gpm) 2576 (Value of zero in Q20 Indicates insufficient pressure drop for calculation) V) in tt7Free Hydrant opened all the way 4t For method of calculating picot flow with a diffuser: see eq. 13, Walski and Lutes article 1990 Journal. Management and Operations AW WA (All tests conducted using 2.5 discharge outlet unless otherwise specified) ea Estimated Consumption (gal) 2436 For use for water audit sn Signature of Tester: E c - -- j. % It to o 0 r� C \ -5 => <t * `"�-_-- - 28" Bottom Block a ¢ ice-- >ILI 0 Z eX O +1 v1 a)� U � CL a) -CL M n U v7 z a u�i U +- `� > `- O > v 17A � s.. � L j w v U M p t v O O C 6_ a 4Et + ++ i= + � Q C„) U d1i UU LJ U.( l.J 1�-( tJ ra 75 y 1J �. (� V �. I- W O Hca `J C% © 2 STR-1 Di -3A 2.`,s 0.1- 0.9 0.09 0.09 4 0.36 0 0.36 0.01 0.02 0.05 0 0.08 100 0 0 OS 0 0.36 ' 1'-4" s 10" 8 - 1'-10" 4" WIDE WHITE PAINTED LINES TIRE STOP (TYP) 4" WIDE WHITE PAINTED LINES I-- 9' s--I-�--S>r_---- NOTES: Min NOTE 1 Min 1. ACCESS AISLE WIDTH SHALL BE 5' FOR HANDICAP SPACES AND 8' FOR VAN ACCESSIBLE SPACES. 2. SEE SITE PLAN FOR LOCATION AND DIMENSION OF HANDICAP SPACES. DIMENSIONS SHOWN HERE ARE MINIMUMS. 3. TIRE STOPS SHALL BE INSTALLED 2' FROM FACE OF CURB IN EACH HANDICAP SPACE. 4, FOR ALL HANDICAP SPACES DESIGNATED ON SITE PLAN, THE VIRGINIA STANDARD "RESERVE PARKING" SIGN AND STANDARD "PENALTY, TOW -AWAY ZONE" SIGN SHALL. BE INSTALLED. 5. FOR ALL HANDICAP SPACES DESIGNATED ON SITE PLAN AS VAN ACCESSIBLE, PROVIDE "VAN ACCESSIBLE" SIGN WITH MINIMUM "2" HIGH LETTERING MOUNTED UNDERNEATH RESERVED PARKING SIGN. 6. SIGNS SHALL BE MOUNTED WITH THE BOTTOM OF THE SIGN NO LESS THAN 5' AND NO MORE THAN 7' ABOVE THE FINISHED GRADE. 7. THE' REQUIRED ITEMS MAY BE CONTAINED ON ONE OR MULTIPLE SIGNS. SUBMIT SHOP DRAWINGS FOR SIGN'S. 8. SIGNS SHALL COMPLY WITH THE LATEST EDITION OF UFAS (UNIFORM FEDERAL ACCESSIBILITY STANDARDS), Vi158C (VIRGINIA UNIFORM STATEWIDE BUILDING CODE)„ AND THE CODE OF VIRGINIA Sf=C11UN 36-99.11. NANDTICAP ACCESSIBLE PARKING DETAIL 6 FIRE FLOW TEST REPORT C-20 SCALE: NTS aft :.,Date of Report , 8j29/2016, C) O " Location Broadway St I Hate and Time of Test 8%29/2016 10:00:00 AM Minutes of Flow 2 Pipe Size (inches) 8 T Pressure hydrant 11450 Static Pressure (psi) 108 SHEETNO. Residual Pressure (psi) 86 / Flow hydrant #1 10426 Pitot Pressure #1(psi) 76 Test Flow 1 1218 Flow Hydrant #2 Pitot Pressure #2 (psi) 'Fest Flow 2 0 Flow Hydrant #3 Pitot Pressure #3 (psi) Test Flow 3 0 Total Estimated Flow (gpm) AWWA Q20 Calculation (gpm) 2576 (Value of zero in Q20 Indicates insufficient pressure drop for calculation) • Comments tt7Free Hydrant opened all the way For method of calculating picot flow with a diffuser: see eq. 13, Walski and Lutes article 1990 Journal. Management and Operations AW WA (All tests conducted using 2.5 discharge outlet unless otherwise specified) _! Estimated Consumption (gal) 2436 For use for water audit Signature of Tester: SCALE: NTS 385 380 375 370 STR-ES STR-1 0100 3 STORM PROFILE C -20Y HORZ SCALE: 1" = 20' VERT SCALE: 1" = 5' - Varies - Finished Concrete Slab 3000 psi Concrete Depth = 6 inches .a,b e• a. .,,.• 'd d 6x6 WWF a a ° a GQ . E. Compacted VDOT 21A Depth = 4 inches 7 DUMPSTER SLAB DETAIL C-20 SCALE: NTS Finished Varies Grade Expansion Joint 3000 psi Concrete Depth = 4 inches `- Compacted VDOT 21A Depth = 4 inches 8 CONCRETE SIDEWALK DETAIL C-20 SCALE: NTS 0+50 375 370 Drainage' Area Structure 1 w -Area = 0.10 Acres , C=0.90 A , l Tc=5 min 11 it ago t-11 II ' STORM INLET DRAINAGE AREAS SCALE: 1" = 20' -X__ _ Ground Level 0 J. JOHNSON C) O " C �I I CD 1 06 11 CDr- T n -)� SCALE SHEETNO. CD / to Z it z ¢ _J I. • _v tt7Free M _! { 0100 3 STORM PROFILE C -20Y HORZ SCALE: 1" = 20' VERT SCALE: 1" = 5' - Varies - Finished Concrete Slab 3000 psi Concrete Depth = 6 inches .a,b e• a. .,,.• 'd d 6x6 WWF a a ° a GQ . E. Compacted VDOT 21A Depth = 4 inches 7 DUMPSTER SLAB DETAIL C-20 SCALE: NTS Finished Varies Grade Expansion Joint 3000 psi Concrete Depth = 4 inches `- Compacted VDOT 21A Depth = 4 inches 8 CONCRETE SIDEWALK DETAIL C-20 SCALE: NTS 0+50 375 370 Drainage' Area Structure 1 w -Area = 0.10 Acres , C=0.90 A , l Tc=5 min 11 it ago t-11 II ' STORM INLET DRAINAGE AREAS SCALE: 1" = 20' -X__ _ Ground Level 1� J. JOHNSON 12/08106 O Redi-Rock International, LLQ CHECKED BY I 0 DRAWING FILE REVISION Typical 28 in Block Gravity Wall.dwg ISSUE DATE SCALE SHEETNO. / _T_ rr7 ¢ _J I. • _v tt7Free M _! { o - -- j. % to o Fabric (if Specified) r� N to \ -5 => 1.4 `"�-_-- - 28" Bottom Block a ¢ ice-- � 0 Q m m m zLJ M n U v7 z a ' 0 W w \ Pres Installed Perpendicular Through Wall Remove only the minimum number of blocks required to fit pipe through wall Pipe protruding through wail Use adequate measures t address scour, runoff, an other issues at base of wail Plan View Concrete collar (Cast -in-place around pipe) Pipe protruding through wail - Use adequate measures to address scour, runoff, and other issues at base of wall t tlr neeaea) Concrete collar (Cast -in-place around pipe) g pad or lower courses of Redi-Rock blocks Non -woven geotextile fabric (AASHTO M288 Survivability Class 1) 360° around pipe and behind collar Section View This drawing is for reference only. Determination of the suitability and/or manner of use of any details contained in this document is the sole responsibility of the design engineer of record. Final project designs, including all construction details, shall be prepared by a licensed professional engineer using the actual conditions of the proposed site. DRAWN BY:JRJ TITLE: Pipes installed Perpendicular... APPROVED BY: li R J DATE: rY Through VOIa I { HERROCK 06-22-2015 - 05481 US 31 SOUTH, CHARLEVOIX, MI 49720 SHEET: FILE(866) 222-8400 ext 3010 . engineering@Tedi-rock.com :11 of 1 1 Pipe Installed Perpendicular Through Wall 062215.dwg w .Tedi-rock.com \Qe2014/ SCALE: NTS (2) 6" DIA CONCRETE FILLED POSTS W/ PLASTIC BOLLARD (YELLOW), 3' -0" HIGH, EMBED 3'-0" MIN. r` 0 #3 REBAR�AT 24" O.C. GROUT SOLID ' 9 DIIMPSTER DETAIL \C -20Y SCALE: NTS Saw -cut Exist Pavement 6" from existing curb Exist Pavement -� New 1.5" VDOT SM -9.5A r- New 6" VDOT 21 A 10 NEW PAVEMENT DETAIL -204 SCALE NTS Existing Subgrade Ground 1 Level Note: Load Condition A Shown (No Backsiope - No Surcharge) Move Blocks Forward During Handrail Knobs to Engage Shear Knobs (Typical) 4 Ground Level 1� J. JOHNSON 12/08106 O Redi-Rock International, LLQ CHECKED BY V) 0 DRAWING FILE REVISION Typical 28 in Block Gravity Wall.dwg ISSUE DATE SCALE SHEETNO. ---I"' i► Q. "` I. • tt7Free Draining Backfill to Extend Perforated Sack Drain it (As Specified by Engineer) Crushed Stone Leveling Pad NOTES: 1. Wall to be designed by others. See Redi-Rock.com for Detailed 2. Color of wall shall be Buffalo Brown RC5004 Section Drawings of Each Condition tia 3. Upper wall shall be set back three feet from Shown in the Design Charts lower wall. - E- DRAWN BY Ground Level 1� J. JOHNSON 12/08106 O Redi-Rock International, LLQ CHECKED BY V) 0 DRAWING FILE REVISION Typical 28 in Block Gravity Wall.dwg ISSUE DATE SCALE SHEETNO. ---I"' NO SCALE Q. tt7Free Draining Backfill to Extend _! at Least 72" Behind Wail - -- j. - Non -Woven Geotextile Fabric (if Specified) 1.4 `"�-_-- - 28" Bottom Block `yt Perforated Sack Drain it (As Specified by Engineer) Crushed Stone Leveling Pad NOTES: 1. Wall to be designed by others. See Redi-Rock.com for Detailed 2. Color of wall shall be Buffalo Brown RC5004 Section Drawings of Each Condition tia 3. Upper wall shall be set back three feet from Shown in the Design Charts lower wall. - E- DRAWN BY 1� J. JOHNSON 12/08106 O Redi-Rock International, LLQ CHECKED BY V) APPROVED BY DRAWING FILE REVISION Typical 28 in Block Gravity Wall.dwg ISSUE DATE SCALE SHEETNO. NO SCALE 1 OF 1 l RETAINING WALL DETAIL C-20 SCALE: NTS SHEET NO. SHEET 6 of � 1� UJ n V) SHEET NO. SHEET 6 of �