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HomeMy WebLinkAbout06-10 Meritage - Fort Collier - Office, Warehouse - Stonewall - Backfile° 0 .. • 0 OQOOO 0°O vv vv000vv©,�� • OQOODO� 0°0 �o = • ' die °°°oo°ov°� .• o��. .• � � Oova000 I m! V-Au zio, • I ,�4 �� VICINITY MAP: SCALE: 1" = 500' SCALE: 1" = 1000' REFERENCE: TM 54 - ((A)) - 36A & 36B DISTRICT: STONEWALL DESCRIPTION: PROPOSED USE - OFFICE/WAREHOUSING ACREAGE: 24.51t ACRES ZONING: M-1 BUILDING HEIGHT: 35 FEET MAX.; 32 FEET EX. TOTAL # OF PARKING SPACES: 367 SPACES TOTAL # OF HANDICAP SPACES: 10 HANDICAP SPACES PHYSICAL ADDRESS: FORT COLLIER ROAD WINCHESTER, VA PROJECT • A: OWNER: JACKSON PROPERTY COMPANY ADDRESS- 1086 ALGONQUIN ROAD NORFOLK, VA 23505 PHONE NUMBER- 757.435.5455 FAX NUMBER- E-MAIL- CONTACT- RICHARD H. JACKSON ARCHITECT: MORGAN LICK & ASSOCIATES, PC ADDRESS- 131 GREAT FALLS STREET FALLS CHURCH, VA 22046 PHONE NUMBER- 703.325.7697 FAX NUMBER- 703.538.7112 E-MAIL- WMCBEATH@MORGANGICK.COM CONTACT- WILLIAM MCBEATH SHEET INDEX: SHEET DESCRIPTION SHEET NUMBER COVERSHEET..................................................................................................................................................................... C-01 NOTESAND LEGEND.......................................................................................................................................................... C-02 EXISTING SITE CONDITIONS............................................................................................................................................. C-03 SITEPLAN............................................................................................................................................................................ C-04 CONSTRUCTION DETAILS................................................................................................................................................. C-05 E & SC AND CONSTRUCTION DETAILS............................................................................................................................ C-06 PPROVAL ATE APPROVAL FREDERICK COUNTY ZONING ADMINISTRATOR SUBMITTED ..................04/05/2010 RESUBMITTED .............05/20/2010 -5-z - Z� Date *SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF PLANNING DEPT APPROVAL *SITE PLAN VALID FOR (2) TWO YEARS FROM DATE OF FCSA APPROVAL Z A z W W Z a uu 0 co N N N ti C0 w (0 > cV O N �t Z>X OWLL w QI-O QW0) _ oU� O N—cn 0 IRT tO z 0 a U 0 _J w U E LL 0 } m z � w U ! w U) U) m Q uj LL 3: 0 j- z J o H N Q QO cM OP U DRM D. DUNI.AP M> No. 035809 9 Q Z J _< 2� R > U Z z® U Ill Y �1 U J � OW U® O LL LL �LRI TRIIAD ENGINEERING, INC. www.triadeng.com SHEET NUMBER: C-01 „, :_ _ � �1•J�f►l•�ill�[IIl111Ii4:1• Q I � Z GENERAL NOTES: ABBREVIATIONS Z o � N > 1. Any discrepancies found between the drawings and site conditions N ~ or any inconsistencies or ambiguities in drawings shall be immediately C.O. CLEAN OUT 0 � � reported to the engineer in writing, who shall promptly address such GENERAL LANDSCAPING NOTES: CONC. CONCRETE cn co inconsistencies or ambiguities in writing. Work done by the contractor CG CURB & GUTTER Z > N o after his discoveryof such discrepancies, inconsistencies or ambiguities, 1. Owner of property shall maintain required R Q to Z Q P g landscaping in good condition. E.P. EDGE OF PAVEMENT without clarification from the engineer of record, shall be done at the P g g W Z > X � > contractor's risk. EL. ELEVATION Q > 2. Specified plant species may be subject to sub- ESMT. EASEMENT W w � o a 2. Contractor shall furnish all materials, labor and equipment required stitution with the requirement that newly selected EX. EXISTING Z Q H O w Z and shall perform all work including restoration for the completed species provide the same visual effect and meet O U installation of utility systems and all other improvements shown or with the approval of Frederick County Planning. FES FLARED END SECTION 13 >WM tip implied as necessary. Unless otherwise noted, specifications for all GM GAS LINE MARKER Z Q = Q? 0 } work shall be in accordance with the applicable Standards and Contract 3. Perimeter landscaping calculations: G.V. GATE VALVE �` Z Specifications of the Virginia Department of Transportation, HDPE HIGH DENSITY POLYETHLENE W N Z (° w Virginia Department of Health, County of Frederick, Frederick County Required: INV. INVERT n. Vi0 Sanitation Authority, and the contract documents. O -1 tree per 2,000 sq. ft. of impervious area for MH MANHOLE `n Z 3. Contractor to verify the exact location of all existing utilities and first 1 0 . of entire site MIN. MINIMUM per >_ notify the Engineer of any conflicts with existing and proposed -1 tree per 5,000 sq. ft. of impervious area over NE NORTH EAST utilities. Damage to existin utilities shall be the Contractors 100,000 sq. ft. Q responsibility. Forty-eight (q48) hours prior to any excavation -Existing impervious area= 541,000 sq. ft. NW NORTH WEST call "Miss Utility" 1-800-552-7001. -New impervious area= 12,400 sq. ft. PVC POLYVINYL CHLORIDE -Total impervious area= 553,400 RCP REINFORCED CONCRETE PIPE m 4. Contractor shall be responsible for all construction stakeout. All -Total required= 141 (2 new) R.O.W. RIGHT OF WAY dimensions and elevations shown on the contract documents shall be SAN. SEW. or S SANITARY SEWER field verified by the Contractor prior to beginning work. Provided: SEW. SEWER -141 shade trees (2 new) STD. STANDARD 5. Contractor shall obtain, at his expense, all permits required prior to starting work and shall adhere to the conditions imposed. 4. Interior landscaping calculations: STM. SEW. STORM SEWER SE SOUTH EAST 6. Any unusual subsurface conditions encountered during the course Required: SW SOUTH WEST of the work shalt be brought to the attention of the Geotechnical -Minimum of 5% of interior portions of parking lots S/W SIDEWALK Engineer / Owner. -Total existingparking area= 110,000 s ft. w P 9 q S.F. SQUARE FEET ~ 200 sq. ft. 7. Access by emergency vehicles must be maintained at all times. Access -New parking area= 9,STR. STRUCTURE o to fire hydrants must not be impeded at an time b parked cars, -Total parking area= 119,200 sq. ft. y p y y p T/C TOP OF CURB construction materials, soil stockpiles, etc. -(0.05)(119,200)= 5,960 sq. ft. required a w � 8. Refer to architectural drawings for exact building dimensions. -No less than 1 tree for each 10 parking spaces -367 spaces/10= 37 required trees (3 new) Z z z CONSTRUCTION NOTES: Provided: g a -8,000 sq. ft. of landscaped area (6.7%) w EARTHWORK NOTES: -37 shade trees (3 new) w 1. Erosion and sediment control measures shall be in place prior to performing any significant earth disturbing activities. 2. All materials used for fill or backfill shall be free of wood, roots, rocks, boulders or any other non -compactible soil type material. Unsatisfactory materials also include man-made fills and refuse 0 debris derived from any source. N 3. Satisfactory material for use as fill for public streets include materials o classified in ASTM D-2487 as GW, GP, GM, GC, SW, SP, SM, SC, ML and CL groups. The moisture content shall be controlled within plus or minus 3 percentage points of optimum to facilitate compaction. Generally, unsatisfactory materials include materials classified in ASTM D-2487 as PT, CH, MH, OL, OH, and any soil too wet to facilitate compaction. CH and MH soils may be used subject to results of the o iii Q Geotechnical Report and upon approval from VDOT. Y o Q U U U) 0 U 4. Materials used to construct embankment for any purpose, backfill around = Z drainage structures or in utility trenches or any other depression requiring v fill or backfill shall be compacted in strict accordance with the requirements outlined in the Geotechnical Report. All materials proposed for use as fill w m o shall be approved by the geotechnical engineer prior to placement as w N controlled fill, and representative samples shall be obtained one week o �: Q Q' prior to placement of that material to allow time for completion of the Q o ~ cNo necessary laboratory tests. Tests shall be conducted by a certified materials testing laboratory and the certifications made by a licensed professional U U o engineer representing the laboratory. 5. All fill material compacted by heavy compaction equipment shall be placed in maximum 12-inch loose lifts. All fill material compacted by hand -operated tampers or light compaction equipment shall be placed in maximum 6-inch loose lifts. vD1gdNIE D. DUNLAP lII� IAc. No. 035809 6. Fill material placed below and extending ten(10) feet beyond the foundations for the , structure shall be compacted to at least 100 percent of the laboratory maximum dry density �� S � /10 as determined by the Standard Proctor method (ASTM D 698). Fill placed within the top+ti one (1) foot of pavement subgrade areas shall also be compacted to 100 percent of the GENERAL SITE PLAN NOTES: GENERAL SITE PLAN NOTES CON'T: `�oNAL maximum dry density as determined by ASTM D 698. Fill placed below the top one (1) foot of pavement subgrade areas shall be compacted to not less than 95 percent of the 1. Tax Map No. 54-((A))-36A & 36B maximum dry density as determined by ASTM D 698. The moisture content of the soils 2. Magisterial District: Stonewall 12. Survey information: shall be at or within three (3) percentage points of the optimum moisture content. 3. Zoning: M-1 - Boundary information was taken from a "Final Subdivision 4. Contract Owner/Developer: Plat of a Portion of Fort Collier Group, L.C. Lot 33-Fort 7. Field density tests shall be performed in accordance with ASTMD 2922 (nuclear method). Richard H. Jackson Collier Industrial Park" prepared by Greenway Engineering, A minimum of three field density tests shall be performed for each lift of fill placed or a Jackson Property Company dated August 4, 2003. The plat has not been recorded Q minimum of every 2,500 square feet of fill placed to confirm the required soil compaction. 1086 Algonquin Road at this time. Trench backfill shall be tested at a frequency of not less than one test per lift per 250 lineal Norfolk, VA 23505 - Topography shown hereon was taken from City of Q Z feet of trench. 5. Site area: 24.51 acres Winchester Topography. Aerial photos were taken in W _ 6. Use: March, 2001. 8. Compaction tests for street pavement structure shall be made in cut and J fill areas at the minimum frequencies prescribed by VDOT. - Existing: Vacant 13. All dimensions are to face of curb or face of building unless otherwise specified. Proposed: Office/Warehousing 14. All proposed curb radii are to be 5' unless otherwise specified. Q _ Z - Warehousing: 76,496 sq. ft. (+/-) 15. Provide handicap accessible route from handicap CG-12A to handicap parking stalls. _ W 9. Changes or revisions to these construction plans shall not be made 16. Handicap signs shall be placed at all handicap parking spaces, per ADA standards. without approval by the owner, engineer and all applicable regulatory - Office: 3,468 sq. ft. (+/-) _I F- 0 7. Building setback limits: 17. Refer to architectural plans for exact building dimensions. � agencies. Required: 18. Contractor shall provide proper fire lane signage and marking to meet the (,) W 7 ' requirements of the governing Fire Marshal's office and the Frederick County code. Q D Z J 2 19. All future signs shall be permitted through and approved by the Department of LL 0 0 Building Inspections prior to installation. Z Z ROAD NOTES: 20. There are no outdoor storage or recreational areas proposed with this facility. w - o Q Provided: 21. All outdoor lighting fixtures shall be directed to prevent glare on adjacent properties. 1. subgrade on cut shall be compacted fora minimum of one (1) foot 9 9 P 9 1 P P _ � V Front = 104.23 22. Sin permitting will be issued under a separate submission. in depth. subgrade in fill shall meet the compaction requirements stated - Side = 269.65' g P g P � W above at all levels. 23. The property lies outside the 100-year floodplain based on NAD27 data. J V W - Rear = 398.26' 24. A category 'C' zoning buffer exists along the eastern property line between the 2. Areas of wet or soft material under roads or buildings shall be partially 8. Maximum floor area ratio (FAR): 1.0 subject site (zoned M-1) and the residential subdivision (zoned RP) to the east. This Q J o O over -excavated and replaced with suitable material as directed by the - FAR = 256,400 sq. ft. / 24.51 acres = 0.1699 100' buffer consists of both a 75' inactive & 25' active buffer, and an earthen berm, V LLB Z Geotechnical Engineer. 9. Parking analysis: which is a height of at least 6'. The landscape screen contains a double row of 0 0 3. Gravel used in base courses shall be constructed on a compacted Required: a mixture of deciduous and evergreen plant species. Office: W subgrade free of organic matter. Base course aggregate shall be - 1 space per each 250 sq. ft. VDOT type 21-8 and shall be placed and compacted in a moist - 3468 sq. ft. / 250 = 14 spaces O LL condition so that the fines remain mixed with the coarser material. Warehouse: LL 4. Asphaltic concrete, where applicable, shall be applied to the prepared - 1 s a p e employ gravel subbase following the application of a liquid asphalt prime coat. 1 - a nu er of are o e m o e - Asphalt shall consist of a plant -mixed bituminous material rolled smooth. Provided: The asphalt surface shall be smooth, seamless and of a uniform texture. - 367 26 ew p oosed sp ces (incl. 0 HC s aces, 2 new Asphalt material shall comply with the minimum specifications required is a e e e n w n n. by the VDOT Road and Bridge Specifications. 10. Loading spaces: Required: 5. Roadwork within existing or planned VDOT right of way shall conform - 1 per each 40,000 sq. ft. of floor area TRIAD ENCa1NEF1tING, INC. to the latest editions of the Virginia Department of Highways Road - (79,964 sq. ft.) / (40,000 sq. ft.) = 2 req'd spaces www.triadeng.com and Bridge Specifications and Standards and Virginia E & SC Regulations. Provided: - 2 spaces at least 12' wide x 45' long SHEET NUMBER: 11. Building height(s): C-02 - Maximum height allowed in M1 Zoning District = 35' - Facility height = 32' o� I - 'v �� I '�'/ ' /� '/' NOTE: / / // / - - - - - - - - I `'-- / �� / , / / I I , / � BOUNDARY INFORMATION SHOWN HEREON WAS - 702_ _ - _ _ I / I I / 6g6 / / i / / / / , / TAKEN FROM A PLAT ENTITLED "FINAL 9�' / / GM / SUBDIVISION PLAT OF A PORTION OF FORT % ° / / COLLIER GROUP, L.C. LOT 33-FORT COLLIER _ -��-L----��--•I!-----�---- -- -- - �� -- -- -- r --�"-- \ -- -- -- --'--- - ��� //.' // INDUSTRIAL PARK" PREPARED BY GREENWAY 700- -, _ - 702- - L _ _ _ ____ ________________________�___ 702 __� ��-� ____________ -� / /� � I / ENGINEERING DATED AUGUST 4, 2003. THE M FORS COLLIER RD - VA RT. 1ZZ �� ��'// / /i PLAT WAS RECORDED ON NOVEMBER 6, 2003. �7p _--__---------------•-----------------------------/------V-- �1�•�-------�------------- s9s a jy ° _ - -700- _ _ _ N4L' 5399E 773.51' - =-_ - -- ----- �� ror'' �-`;�. ay�cM /' ,'� �\ �\ �• i _ _ ?`�_ vZ GAr ____ 700 , ` - �♦ h - / r EX. 20 ; M 6g8 I CIVIL WAR 0 OZ �dL• - -700 _ \ HISTORICAL MARKER- i 2 11000, 1-_----- 698._,__ ��- 7I-1-_---__-_-- j-I ri-f �f-I-I I -11� r( T r / / /�� �\ l� �,TTTT�i�f f I 1-1-1- I�1 rl�l�i-T��7TT TTTTTT�>-�f, W rf �TZ7TTTT��1`1`� �� '► ,� / -I I I I I I I I I I I�C�1 1 1 1 1 11-4 1 1 1 1 1 1 1 1 1 1 1 1 o I� I I I I I I�I�I I I I I I I��%IIIIII/'�I I I I I I(�J� IIIIII I // ^GMT 696- \ \ II II O �6�� lb/ I / / / /- 0) \ / \ ��/ COIIINTY OF CLARKE, 69 II \ ( 1100 ^ I I �' _ �� �J -� / I I _ cD -/ \/\ \ / CDUN7�' OF FREDERICK, / l / 8� ^"_ �I - I � t �- / / _ I / \ \ \ / / CITY QF WINCHESTER, J I T I TI S-' 1� 11 11 L L L L Lt L I - - - - - - _ -I J JL 11 _L J_ /L.L- L L- I `U-I-1-1-� -J -► fit -1 '+� I \� x / (�EcioNA I DENTENTION C NTER� / I �_ L J- 1 .F I _T ---1�- ---fl- 11 �� I I I I I I I I I I I I I I I I I I I' I nu�l 54-1(A)>-92 / / I \ , 1 I I y-t f-t 1--1'� I-f- I I rt I I �I �I 7rt - - y - - - ---�' \ \ / \ ZON MI USE J91L GABION I II` �o -I - I -�- II- I �I I II II II oo / I Ro. / / / G '� /" \ \ -F- I-� I--i I-P- -I-� -U-I -f--� F - - - I �fi' -!F �--��� IF F- �F- F- I-T-� - }� I- F- I -I I I -I -I -i -� �1 I- i-I I �-I -I -� - o� I \� \ V I , 7oe/10 1 / �WALy� >r -Ir- �-+- �II II III � III� \ � \�� 1 1 �' I I I I I I I I I I' I I I I I I I I I I I I I I I I I I / f� �� 698 yl ' ' I I I 1 I I I I I I I I I I I I I I I i I I I I I I 11 I I/ 1 I I I I \ ^ �694-\� ► I I I I I I I I i l l `�J� ` I I I I I i I I i I I I I I I I (v� `�?// \�c�/ �V% I I l i I I I I I I j l I I I I I I I I I/ I I I II JJ I I I I I X 1 I I I «)) I I 00 00 //694_ >` �`��� �/ '� \\6s6 g '-'-- IIIIII 16g I I I I I r^ I I I I I I �1 I I i i I II �/I I I I I I I I I I I I / \\ / �a' I / / I r � y x / I III` IIIIIII III 1 I�� I I I I I I I� �I I I , �. \ �LLL LLLLLLJ I I L_LI_I_IJJJJ�_ 11IJTlL � L1J��11ll±lLLLLLLLI 11 / _ al �� / I / i 1 \F o\ - I I /I 1 1 / \\ c� \ Vg\D I \ x \ \ J 6 II 1 6co°' \ -- ' 1 7/ 92- c0 ( / I I I / i I 6g0 / i \ I I \ \moo _ - - 1 INS I II I c► I I ��- ---- ---� / I // I \ \I I \ \\ _ 684--- Nr / ; IW ► -\�; 69p I I GAS 11 Tl� I I �� I \ - - 6 +' � I METERGAS - - - I \ \ \ 0 -- I I / i / \ RIP -RAP LINED �`- - A x , / \ \ \ / I � I I I � - EMERGENCY ��O 1 \ \ I \ I RI RAP SPILL -± -- /� T L7 , / EX. 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MH �p� �\ 1\ �N I sue` 1--f - _------- ------ ----- -TOP=fii.74 C- - --�T =_-lidV�-ILL=.fi72.3D(9g" PI7�) =686- FENCE / - - - I --- TOP=678.65 \ 11 \ H- __----------- - 686688- -7-� -INV OU7=bajb(5,e PVC)-' -684 � - - --/ J GM GM INV. IN= 669.84 8 PVC 1 1 1 11 \\ -TOP _ _ _ _ n - - - - - - - _ - - - - - - („ ) 1 1 >r - - - - - - - - - - 684 - - - - - - - - IDIV OUTz--671, 31(�2- PVEr - - -6 ti 4 - - 1 - - - _-- - - / GM • _ _,�-- COMMON AREA ' INV. IN= 669.70 12 PVC I \ - INV-- 12 PI�C - - - - - - - - - - - - - - - - - -/� ( ) 1 \ � � -�--- �ti1----------- _ _ - 682-- / � _ � -` � !- / /. 1 _ - _ - - - _ 1- s-- T-- - - - r / 6p�0 BATTLTME54J ��2)� SION INV. OUT= 669.60(8 PVC) /!1 _ 11tIb`T='�70.11PI - - 680- - - _ _ _ _ _ _ - - / - / I / ABOVE GROUND / ZONED. RP ' _ - _ _ - - - _ _ _ _ - - - , - - - _� - - - - - ,1--1- - -�- - / . - /HIGHVIEW AVENUE UC. y GAS STORAG,Fi ZO - _ - ? q Q - - - - - - - - - - - T - - - - - - � - - - - - - - - � c _-.»- ---ram �Tc J �• � 2�8 �� W 1 �� 2.9 (7 ; � \ _ / / \ / o � � \ � T M-5 ZONED)) RP-28A / / i TANK � USE: COMMON AREA � _ J _ - c I c c / \ / / 658/562 - - -- - - - - i t__ i - » _ - n O I c I cn y = t*� _ �' / RESIDENTIA _ I v� = t?, i , USE: DUPLEX CURVE DATA ----- --- \ O I �� 6"I _- - -- c vc, �"'-� 1 = O rn�, I/ 578/222 / c� a rrl -!ice I !'� rn Q I v u, v2i 1 v 1� v cn -_ � o I z I o cn 5 I c ►�' o o -\ / I�'1 1 v u, z I o f c'v a Cn c O c 1V -6 (n s �-tc 1y V, Y I m y 1 1 ~3rv+� I O I can I C �'A C^r�? CN (0pi��z l z v2,� I vr�-O r� ��0� 1 cn��0\I v�z l I �.� �� / I 1 C7tz) N N I � 'O O n1 pf m ^ n I X ►'t-1 n 1 r I I CO C cb - -� v 2 0o a X C N cn v r 0 1 2 �a 2,� I (,r 1 X r*1^ t� '\ O 1 -� D v 2^ i Cb ITI� I I X '� h o _• C n1 /% i O I Crr ro� ►�, 2 I _. 2 \ O I / N -n, \ O-► 1 00^� X \- / C cn 'o O $o v Z m -. ,�^,-.a , :r- 1 cp .. .. '�•.`, r, X \ o--CC ►v -m v t+� I r'1^� r'1 �. \ O N �i 1 I I �~ r*�-�r-`��`o I N,nzA I Oo t�^� �X \ ��' i �Xv� 1 p� OBI NNE 12 I . ;rb, I Z "� I N� �C I NC 71 7976.1 176 I cn r- o f �z I m c I a \ X o -. cn I o, ow e c ti i t N nl l Z cn I v m Z I \ X v� I I \ 1 w I I cn A- cn X O I/ c., I ^, RI I c cn 'p c.,- \ \ \ I 0D X r'1,� 2 O- N'n O I \ A ` (A I Iv �' -I- �o nl X7 I r•i °� cn � c., c, � � � w = � O I r•l N r-�I = 1 1583370.7399 \ �-. ,- I �, a 1 c,, ,,, �.,�' mac,, �n� "I ►" `r*i I ►� Z v r- \ \ I I I I I I N r' 1 I*t O I 2 A zj (� 2 Ln I r0*1 tv r I 2 1 Z v F 1 1 W n run �.. C7 A can ( v N N --ry -1 ao 1 -y ao n $ n ( /h yi a C7 Oo O t30 100 ISO ( \ \• \\ I 1 1 I I ^'�� I o �R� m y "� � I Z I Ko 1 Z �� I s 1 i ' v \ \\ 1 I I I v v i o v I/ I -1 I mmmmid g0 r- I r- 1 ?0/ I I 1 I sc�.I..E: -ao i6 CURVE DELTA ANGLE RADIUS ARC LENGTH TANGENT CHORD BEARING CHORD LENGTH Cl 73'3948" 60.00' 77.14' 44.94' S 40'13'40" E 71.94' C2 1717'49" 530.00' 160.00' 80.61' S 68'24'40" E 159.39' C3 11'42'33" 480.00' 98.09' 49.22' N 53'28'28" W 97.92' C4 106* 17'31 " 225.94' 419.15' 301.43' N 06' 10'59" W 361.58' C5 50-21'32" F260.00-1 228.52' 1 122.23' N 21-46'59" E 221.24' Q z Z> O � _ N N > ci N I` co 00 cl) w � Z co o �NO g a o� O IQ U 0 o Z F= w g QF-O wQ Q=� LL} Oz oU~ co N W co o a 0 L0 Z g 2 z w i 0 U a w 0 z z z a w w a m w o Y 0 _I U to 11 w (n r 2 U lii J_ C9 LL � j.: m ZZ W W Ltl Q o o N 6 4 U U 0 fl fl� UD ENN>E D. DUNLAP III Uc. No. 035809 r0� S 1 rq f'to 41 1 TONAL �� Y � Q � Z Z J� O � � J � } Z O t�<�Z i wZO � WWU � W- W UO� H U 0 cn O� wLL TRIAD INC. www.triadeng.com SHEET NUMBER: C-03 Culvert Information STIR Dia. (in.) I Length (ft.) I Inv. In C 1 15 1 87.50 1 680.50 RIPRAP TABLE Outlet Protection Schedule * I I _ 702-Gm Irkil / \ Inv. Out Slope % Qxs ( ) 3Do (ft.) L. ( ) W (ft.) dgo _ (in.) \ O I I / / N / / /-"- \ - - / ,� 6g 680.00 0.57 2.16 3.75 6.00 6.2 6 --�� --�- ---�-- -,---- -- -- -- � -- -- -- -/ -- -- --�--- - -�-/ -- ---- -- - -�� 1 I / \ / / ----------------------------------------- - / ':?°° -� I� ��\ FOR COLLIER R D - VA RT. 1�22 �\ 698--_-,.�/ �70 __-_-----------------\��-�-------------------------------(60_ sw•�----- \- - - - - - - - - - - - \ - -700 - - , _ N 4 L 3(�; 3 E 773.51 _ G� _ 698---_--GMT 700 �2_ 0_ EX. 20'-ECM-- *GM 698 I \ ,CIVIL WAR - ��� /i� GM _ _ _ - - _ �- - - - - - - - - - =,- 02,E - - _ _-70 - - - - - - - \ - HISTURt6 MARKER' -� < \� //T . TTTT_ f I I 1 �-I� rl�l-17��7TT TTTTT�T��f (� -- �r 7/- rrf �77TTTT�T 1` , �i-I-f-(-I-I-I �1 ���1� J rEt-' F �!I Imo' I l l� I I I I I I I I I Il��JI I I I I I i�I I I I t I I I I I I t I o / J I I I► I �I I I I I I I I1JI I I I I I I I I I I I I��)J I I I I I I G \\ `// 696� \ 'Q I I I I �6°$ �. / / / `l1 / COIIINTY OF CL ,�696j �� \ \ 698 \ /�p�� / II - 1 \/\/ \ COUN OF FREDE \ / \ - I I / - _ _ _ ( / \ \ \ / / �' CITY �F WINCHES J -L I- I -I -I _I J J Jl 11111 L L L L LZ- I - I - - - =11 _ . � _ J J.111 L L L L � /J�L-L! I �J �� 1�L_J / -! ► \� X / (izEGIONA II DENTENTIG 1-t 1-� Ifi I `t I rt I� I �I �I �1 �i-I t-T -iT II o� I I I I I I I I I I I I I I I I I I I I I I I I I I I I � I / / I TM1154-((A))- / , \ 1 I \ II II ��' II II I II II /I I� /I II II II 00 \ \ / \ ZON M1 US '� \ \ + -�- }- }-- f I - F- I -I-('- -I - -I - I - } -} -F -4 + -�- -}- �- I- I- +- i-- I- I- JI I �- } - F- !- f- I -I -I -I --I - I- F- I- I- I -I -I -I -I --I - I ,4 - / I �°: �� I I I I I I I I I I I II III I I I I I I I I I I I I I I I I I II I IIII II II I9° \ 7081101, 694-- I I I I I I I I I I I I �1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I %J/1 \� ✓/ I�J ( I I I I I I I I I I I I I I I I I I I I I I I `� �i (I I I I X I I I I �i I I i / �/ \ \ 694_ \ \ O� I II I w / \ \ / (00o 00 I I 1 I I I 196-4 �( 1 1 1 1 1 I� f-l� yl� f,Isr I I I I I I I I I I �- 6g I I I I I I I I 1 1 14 1 1 1 1 1 I I} I I I I I I I I I I / 1 / \ / ,0) 1 1_I�LLL LLLLLLI I I L_�I_I_IJJJ`1L1�111 J 1_ L � L_1�IJ 1111.11LLLLLLLI I I / l// � �\ 1 �. _ --- -_ � �---------�J.lr_1...L-1L„�.�-71 ;GM rn- / 69 ( If / \ �p I I 192n1 2. �� / gym\ �6 I ll \ \ % J / //- I I I I / / I \ \ \ I \ �x ICI I I II �\` �/ �6 / / I I �`� I / \ 68Q I I \\ mN\ 9?. � (! I I I D /� I �69p // I\ \ I I \ \ `-, / I I \ \\ ,LO IY I N co I II \\-- ---- ----j / 90 I GAS I I \ I \ \ - /=90.54 - METER .690 T/C-89.88 =90.06 =89.80 x �x �x �, \ \ \\ / I V L=88.0000 TIC I =88.68=_____��f =89.37 PROP. 5' � SIDEWALK 12 ' NYLOPLAST / I / � T I 1 \ \ I \I I E, �. SAS GRATE AND BASIN RICHARD H. JACKSON / -� --� x ► \ \ % I I TOP=& CO INV` IN �\ \ TOP=87.00 T M 5 4 - ((A)) - 3 6 B I \ \ \ /I fir - - x I \\ \\� I `, INV. �, oc 6' HDPE - 96.0' @ 1.0% I ! I �`- I- - - -I I I `� / 1 \ \ \\ \ \ 1 TIC= 24.51 ACRES I �� - I- I- - - -i ! \ \ \ 1 �--- ,I -r-- EX.,, � \\ \ \ 87.85 - 256,400 SF FACILITY J `� _ _ - x ! \ \ I �, I SEVI�E PROP. =88.00 0, �TR B P T/c= L _� - I- I- - - -� x N \ O \ \ I//C187.4s 87.s8 L 87.91 ! / _ - - co I ( EX. 2 00 1 I J \ h/c� 7.38 Tic 87.67 / - I-- L - - J rn� \� / _�L_--J x / III �(0 (C)I i I � I �,\' GAS E \ q I \ \ L=88.00 / / - I- - I // I( \ I 16 I I I I 11 \\ \ I \ \ T/C=86.93 ra,- PROR. \ L=88.o011/d1�/�� 1 1 / I I I \ I I I I I I i FES _ / I Qi 1 \ \ \� -r F �� PROP. 5' Q - � I- � / I I I I I I I Eh SIDEWALK I- r- - f -- -I I p� I I GM I I 1 TO \) 1 \ - d\\\ \�\\IN EX. LOADING- i CP \ DD A SAN. C. 0. r*1 SPACES ` _ i -----�--- - / 1 \ \ \ 0 \ \\ \ A \ \ TOP= 687. 70 \ I \ \\\\\ A - J\ \ \ INV. = 677. 0 �w O. 37 LFF -r6 " PV / � / / / / I � P 10 \\ �\ \1\• \ I I I �R 21 SAN. SEW. 1 _ L _ - J // �X. 20 SAN, 1 \\ 1 s v LATERAL @ 2.85% / ( SEW�R ESMT. -1 _ II------ 686 -� / / �I I -- I x / 68°/ CID� � • � / / � // � /E'X. � SAN. I ------- ------ - - co`b I \ \ \\ \ /\ \ ° r - ---�` �` TOP=6 D.1 _ __ I I / I \�� \\---------------------------------------------------- \ _= 684 I // INV=�13.56(� PVC) y 6 OPAQUE WOOD / , �� FENCEW/ DOUBLE -SWING GATE --------- + / r 68 (20'OPENING) / �----�---682-�- �+ I 0\ , \/�/ �` -- ---�-682-,A -------------------------682------- L� _- -_ / -680� ?� - - a. i- . = x- Yr Y - 680-_ x_ �.�.� / �� _�� " / ii ✓ P`La E.P. 81.50 E.P.-81.50 / / \ x , // �6,pb - - -� \ ` / \ / 680 �� / / 5' AGT1i>rBUFFER SF SF SF / SAN. MH-1 (GUT -IN) _ �� _ �1 --r- - r - - - TOP=682_6L LWE4�{ may'' I �rn \ _�____-___________________________________ -T-===I��7�'8376) _ ! ��� / 75' 1NACTIVEBUFF�RT�------- �� � 0(30) I _ `/ CONCRETE PAVEMENT -- - - - - - - / INV. IN= 672.87 (12� '- - - _� - - - - - - 690_ - - -�- - - �\ \ \ �1 l o \ �i_ -__- ------DETAIL-OI�SFiEETC-05 - - - - �/ / L-__-- JI1LV-b�� _--__- _b94 -� - I ��s ---i---------_-__::-_--______=--==682= / -680 _= 66g4-_=----_-- woe=z C______----- y------�=1 \ _ _ _ _ Fig4 I I -� ✓/ - - Ems" 2i?`� 682680= -�-------- ------- -- 688b 7l� x�L - EX� l-lbftl_-_-__6688-- - r =690 �E: R2__ - NL1-- - ----- _-- 692---- -- \ \ �/--_fGL/FSMF----6i34 -_ --- _ --- _ -690- ��-_-TOP3�s7-- »- -68 ---------FHL�-sC _ _-- - - 690 _ J I MATCH LINE �' �-------��-� -------_--- --- - ELF.-�i�N-1GfFf C - - - --� -- H I=--68 ---- FENCE % - - ' -,- x Q \ I - f - - -- ----- -- TOP=fi�74 7- - - - - / 583370.739r" \ O r' \ `` 11 \ H- - - - - - - -- 688-- � - _ - -684- - - -/� - _ M_L_- I I f It ti�� \ 11 1 I Il \� -zoP 6_ _--�fdb�-�i'd=6�1 686 1_ - _- - - - - I - .GM -- 1 �- .�------------------ -7- _law.-ot�_� s-��i� -P�e}- / cn� I 1 1 --- - ----- ---- V --- 6ri4--- ---- ,� / GM J - N AREA - - - 684 - - - - ILL -. QL/ �7-1, 1(-�2- -PVE)- -Z - - - - _ -�- • COMMO INILLLl-6ZD34�12�..VC - - - ---------682 --------------------6ti1-=�/ --- � / _ / _ -- -"�� O�BATTLEFIELD SUBDIVISION �- 680- - - - - - - - - � _ _ _ !_ - - -1- - - - - - - / r- / / ABOVE GROUND /�Og TM-54J-((2)) - - - - - - _ .l----------- - - - s- - --rQ �� `A, l � � HIGHVIEW AVENUE LLC.GAS ZONED: RP ----------------- 'C7 11�1 I J I I ►---1-�rc�-----------/ - - - -�- c -�-S38 12 I c / �/ \� // /y TANKS RAG 65s/562 -T - - -�' / ° 1 1 2.9 � I \ � / / \ / \ � TM-54J ((1))-3-28A I USE: COMMON AREA � �� \ ZONED: RP _ -, c� i t c y = I -' = I n' / USE. DUPLEX RESIDENTIAL,, / I - - -� �, !� O i O ' = I cn _ _ i� I C _ _ l i - / c� y �� y I I z = I „� -� _ 2 O p rn �*, / 578/222 / \ 1 \ C to I I A -1 _ i �. I c r*r D I !?, I I O I O Cn C p O Cn _ 2 \ O Cn = O Cn C O O / t I �i 1 r*1 I O cnZ O Cn� CN�� cn cN�'� '6 �� �� y o ONcz c c ��c I z I �',� I I `��O.i cN� `" `\t �'�� I I �'-: / LEGEND O cam, ao� �- tr-O I m O�O�,,, rnm -.n ,�m-.� r,, -. I ,- I v Z I oom -.� I ,�n,-.� p-I �Ncn �� eO z �wrH I �k�'�� O t O �� ��Z� �� I z how / f O I O N � � � O � . �, r- I _ r,� z-� z •. r*1 -� I Rt'� a I I I Ncn r0 `I}. V r'Z N r*lz-�� I ?�r'1'1� mn1^�i- I /N �rTt \d�� I Oo km�� \x0" N� \ I I r "� � O O rT1 2 � I � m� � I � >c t --N O -� I � �c � `. DO N r'1 � I Z I ` m O �. N � r,i N �7 �- z N 76.1176 1_t.--_1_1_1 _ �Ir„z� I r'�! r•'c I �''�� i , \\'`o_c I .. ,,��� I rn� 'gym �.�`-._ I �!� �'r Ncn„�.5 Imp, l ? I r��,' ;-m I r.,�_ >I� m, l --PROPOSED LITTLELEAF LINDEN / III \ _ _ _ MATCH LINE - SEE LEFT PLAN T LIST 0 --PROPOSED BOXWOOD III` ---- do 0 950 100 180 scnLIC: i --so- TREES QUAN. SCIENTIFIC NAME COMMON NAME TYPE SIZE 31 BUXUS SEMPERVIRENS BOXWOOD CONT. 4�3 6" HT. 5 1 TILA CORDATA I LITTLELEAF LINDEN I BA B 1CAL. 15 Hei ht g z CID O � w_ _ N N > N ~ cn O U) 3 Z LLJ tD > C'4 0 Q a oQ� oz 0 W Z>X a> W 0IxLL UO O l- W :5Z QI-O wQ z < 0� ZLI U } L o z (0z N - CD O w (L 0 U) Z g Ix z w O 0 a w 0 0 z z z a w a m w w J Ln Y U `I w W J � 3: o m >z > w Q N N U 0 0 CV) C Y • I F.S., vDKM D. DUNLAP Ma Lie. No. 035809 %401VAL E0 w w Y li Q C Z J a� V / L Z Z) Z O �0 L1J Y JU OW UD O LL L.L. m ML :11 Al TRIAD M1C. www.triadeng.com SHEET NUMBER: C-04 general backfill DI-3A,3B,3C EXPAMSHDN KEYEp CG-6 Q FFIR OETAtLs OF INLET JDIAi CON5T- J Z EXPANSION JOINT 3' 1O FRAME k COVER BACK OF SIDEWALK JOINT BARS 'GCUUIT1Tt0ALf1 I +' I 2" Radius CD TAN AR - J ER Ir---jl - - - - --_ ---_ 4 r OAWR w°°� 4" CONCRETE SIDEWALK 3 000 P.S.I. N > - - _ >� - = L ... - n N H - - _ _ _ -- ` - 17AR SUBBASE 28-DAY COMPRESSIVE STRENGTH 4" •• �' ___ - , b ergs a g, HAttDw ti W r M -- - - AID io B• - s• - I¢t�i�l a - - BUILDING FACE 0 R c\I - - CLOTH r:,' MAX. SLUMP 4%-6% A.E.I C7 C° 3 \yam, a + . WEEP HOLE. , / Cfl Y u •. e d o ` sE_ NOTE LANDSCAPED AREA W (C) o location marker 24" select '" I n N .• N O Q backfill - - W I .. .. v • EXPANSION 6" N z a • •. VDOT JOINT VARIES p Q "' o 0 a ` :I II F BAR A MEESSS • " - •° . '.4 • „ All backfill to be compacted to 95% I' .«s 0 FACE a Cttl+e s• CUTTERB. C G — 6 „ 1 rJ �_ Z X Q > 6' of ASTM D698 maximum density. CRACK CONTROL ,101NT �,- the curb and„ , 1 .5 W Q Q U o 6- 2•-0' � be REVERSED GUTTER PAN TO �� 25 PER 1 Z - W u' o Q 51MIN, PLAN SECTION A -A This ete may be H- O W z 61 LAN COfICIeEe at the option paroMel to the Hops of sub- �, Q surToceMATCH PAVEMENT SLOPE 1 Q �A -VARIABLE MAX. 2D' 10 MIA1f. -� KEYED COAST. JOINT Of the Mrontractor. minima M d a .' W CY) E J wA PED minimum �e1 ter°` provided WHERE SHOWN : . 2 �� : .., . , - :•. , ° • . > stone 6- O e �• 2.. GUTTER maintained. `'' • ' • e . , • = HD1 LL o Z ¢ 0 STANDARD ARS A GUTTER This cub is to be used when design i� .° O U z :. speed i. 4a MPH a< ba an tiro! ngtC Comb. curb # gutter having a radius of 300 i , W O Z (D z - b + highways arNd 43 MPH or less in It or less (along foes of cub) shall the paid for am i C14 LU general backfill general backfill developed urban and sububon areas. n� =nNna�n Curb & gum• / \ O ARS i 0 :::.:::-::::•-::::-. •............-:::::. _-;:=;;:... ;::::...:.::: - _ I i lf) 0 - --................. BM5 r BARS E I� This item may bs precast or east in pkles. B i - - - - o -- - , „ Z - - - - -= # OMeIE AR E Jr. T[FN -- X 6 W.W.M. - - P e B 6 KNEE HOLE _ Q - - -- ea bs Class A3 x cast LT) -] VATI N " r- Gancn.t. FR NT O 0 ELEVATION - . - - BARS r 4000 PSI x precast. a. _ ploeMA, .................. 0w.---' (GUTTER REMOVED] I lb 4 VDOT 7 DO 5 -- - Q I _ Sx/. BENT PLATE SECTION 8 B „ � location 24• select location marker 24' select +� COMBINATION 6 CURB & GUTTER AGG. BASE marker backfill concrete backfill VIRGINIA DEPARTMENT "R d } TYPE A NOSE DETAIL SHAM BE USED w17 CG-3 • CG-7 STAhDAROs.• - /• � ', �/.TRANSPORTATIONSIDEWALK DETAIL ALONG CURB AND GUTTER m stone - '- `- TYPE B NOSE DETAIL SHALL BE USED WITH CG-] STANDARDS. TYPE A ' TYPE a X 4" STUD SHIA CONNECTOR WELDED 6' ` 6- GALVANIZED RATE FOR TYPE A TO BE SIT ON AN ANGLE OF 8E130" TO ANGLE IRON AT 2'C-C. CONNECTORS AND IS TO BE ANCHORED WITH'/j' x 4" STUD SI$M NOSE DETAILS NOT TO SCALE •�- 1/2 O.D. 1/2 O.D. WELDED TO BENT RATE AT Z'C-C. 4 APPR. PAVEMENT L DI-3B L OF-3C L Y� WARPED PAVEMENT concrete L s' stone L 6" CONCRETE CRADLE CONCRETE ARCH - - - j 1 4� �Ow I I �L general backfill I I I PERMISSIBLE 3' - OJ oil OJ DETAIL WHEN USED REMOVE EXIST. ASPHALT "ON' MIN. STD. GG-2 ®e' - _ FOR USE CN GRAVES ADJACENT TO CURB PAVEMENT (SAW CUT) 10NR `G-e 12:1 MAX. +8:1 MAX. #O 1ozgwFbL� e- LONG - - _ ............_ FOR USE IN SAGS WITHOUT CUTTER NEW g 20 z P£RMtSSIBLE W - - ,01 BDTrI To roHNr S[ES HE 5YMIETRICAL CONSTRUCTION - - - T 1 OF 2 24" MIN. SFEE B B _ PAVEMENT - - - - TA K T C COA - - - - - MAX eIJM 8. ---= 8' T �f�OA EXISTING PAVEMENT ° to: -s SECTION A -A - p _MAX __ _ _ _ STANDARD CURB DROP INLET ,�� location marker - 12" - 30" PIPE: MAXIMUM DEPTH (H) = 8' 233 2" MIN SECTION B-e 24' select z' a z backfill p4 09 VFIGMA OEPARTNENT Or TRANSPORTATION 31R w BASE COURSE A rRuxwTED DOMES �o� EOF Z PRIME A 4' SULWW wa+o a. `• COAT IE PROMMEM z (n 6- W SUB GRADE a ". \ w TANGENT PLAN a concrete s• SAWED JOINTS `""`xUJ CONCRETE ENCASEMENT EXPANSION JOINT • F FIX x n � n aasslwx n IY 16' (TYP. BETWEEN INTERFACE NEW PAVEMENT TYPICAL PLACEMENT AT r " "' TYPICAL PLACEMENT DIAGONAL VARIATION RSECTION TRENCH & BEDDING SAWED JOINTS) WITH EXISTING PAVEMENT O a IIAX o-' AT INTERSECTION WITHINCROSSWALK -1- FEB 09 m ALTERATIONS WITHIN CROSSWALK (WITH BUFFER STRIP) TYPICAL SECTION TYPES (PERPENDICULAR) APPLICATION �3/8" DNA. THIS DESIGN TO BE USED FOR CONSTRUCTION TIiTAT INCORPORATES WIDER SIDEWALK. LANDING r �� (48" WIDE) REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW 13 4 O NOT TO SCALE T I CONSTRUCTION, 6 FEET FOR ALTERATIONS. W PIPE OUTLET CONDITIONS "' —I ! �7/8- °��: o 1. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL O A A _ EX. E. P. — — _ — EX_ E. P. TRUNCATED DOME SURFACE COvERtNG THE FULL WIDTH OF THE RAMP FLOOR Br 2 FOOT IN LENGTH IN THE DIRECTION OF TRAVEL. 13 4 DETAIL TRUNCATED DOME OTHER TYPES OF MATMAL WITH THE TRUNCATED DOME DETECTABLE WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. _ 2- THE DETECTABLE WARNING SHALL L BE PROVIDED BY TRUNCATED DOMES. TRUNCATED DOMES TO BE STAMPED UU UU O 2 3/8 C-C IF CAST -IN -PLACE OR PRECAST IN TOP SURFACE THE COLOR OF THE DETECTABLE WARNING SECTION SHALL BE A 1 3' 4" N O 0 O CONTRASTING COLOR WITH THE ADJACENT SURFACE (ADJACENT SURFACES INCLUDES FLARED SIDES). HANDICAP USE SIGN O O O O O O O O O O O O 3. CONSTRUCTION OF JOINT CURBMAY �B� RED ►IONgLrTF+ICJILLr 'Mh+ RAMP FLOOR OR BY USING PERMISSIBLE m Z 3d 3' ID o 0 0 0 0 0 0 0 0 0 0 0 o O 4• F RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS 50 THAT ADJOINING FLARED SIDES 0 J O 0 Q = O CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. W r O O O O O O O O O O O O O O O Y d o 8 0 MAX. D O W E L E D C.J. 5. REQUIRED BARS ARE TD BE NO.5 X e• PLACED 1' CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP IJ 0 U (n UU FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1 1/2-. W U) (n 0 0 O O O O O O 0 0 O O O O 0 = Q PIPE OUTLET' TO FIAT e. CURB/CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT 0 Co O 0 O 0 0 0 0 O O 0 0 0 0 0 0 FOR CURB/CURB AND GUTTER, AREA WITH NO DEFINED o PLAN VIEW CHANNEL JOINT LAY 0 U T DETAIL " o a 1 7. WHEN USED IN CONJUNCTION HE STANDARD CURB OR XX;-7, THE CURB FACE ON THMIS STANDARD IS � Q N iv TO BE ADJusTED TO MATCH THE ulouNTAHt-E cute ANro CONFIGURATION. J (D m O O O O O O O O O O O C O O O I. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED 9Y THE ENGINEER. THEY ARE TO FL > z 0 LLI 0 NOT TO SCALE (2) COATS 4" WIDE PAINT BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY 0 W (- STRIPING TRAFFIC LINE 0 0 0 0 0 0 0 0 0 o O o 0 0 0 FAMW CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK Is EXISTING, PROPOSED. OR NONEXISTENT. THEY 0 � lY Q N MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE EWGINEM 0 LT) 0 8 SWILL,STALLS TO BELSINGLE O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 AM SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE HYDRANTS, DROP V U M L, INLETS, ETC. WILL AFFECT PLACEMENT. ACCESSIBLE ROUTE IS DEFO4ED AS A CONTINUOUS UNOBSTRUCTED, 0 O f ABLE, FIRM AND SUP RESISTANT PATH CO NNECTIIG ALL ACCESSIBLE ELEMENTS OF A FA uW THAT CAN BE STRIPED. TYP. lIl VARIABLE APPROACHED, ENTERED AND USED BY PERSONS WITH MOBILITY IMPARMIENTS. 3' MINIMUM 9. RAMPS MAY BE PLACED ON RADIAL OR TANCERTNL SECTIONS PROVIDED THAT THE CURB OPENING Is PLACED 0 X -- PAY LIMITS WITHIN THE LIMITS OF THE CROSSWALK.L OF d l SEE PLAN I 8�_ II DETECTABLE WARNING 10. TYPICAL CONCRETE SIDEWALK IS 4' THICK• WHEN THE ENTRANCE RADA CANNOT ACCOMMODATE THE TURNING REWREUENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC THE CONCRETE SIDEWALK DEPTH SHOULD BE INCREASED Al DETAIL To r. REFER TO PUN SPECIFICATION HANDICAPPED PARKING STALLS CC-12 DECTA13LE WARNING SURFACE RE E UDENNN D. DUNLAP ID� SECTION A —A �'� cIATx � � e'-g'; RECOMMENDED FOR ENTIRE PSRU(El'ER TY P E A (PERPENDICULAR) : APPLICATION 105 Lic. No. 035809 NOT TO SCALE EV. 3/03102 A 203.05 VIRGINIA DEPARTMENT OF TRANSPORTATION `� S /l9 I u MATCH EXISTING GRADECNAL A 3do (MIN.) ' PIPE OUTLET TO WELL C �o 1.5" ASPHALTIC CONCRETE DEFINED CHANNEL �� \� j\\i\i\\i \\t (VDOT :SM-2B) PLAN VIEW SIGN zTO BE PER LOCAL 2" ASPHALTIC CONCRETE (VDOT IM-1 B) HANDICAPPED REQUIREMENTS. n/ L a VERIFY WITH CITY SIZE & SHAPE LL 6" CONCRETE SLAB O 4000 COMPACT SUBGRADE 12" MIN. < z PSI W/ /4 BARS O 16. O.C. TO 100% PROCTOR DENSITY EA WAY COMPACTED TO 95% (� 0 X PROCTOR DENSITY J V 6' CRUSHED AGGREGATE 6" CRUSHED AGGREGATE ONTE LETTERS & BLUE BACKGROUNDBOL d (voor 218) (VDOT 21 B) COMPACTED }- Q Q SECTION A -A TO 95% STANDARD N Z L J PROCTOR DENSITY, LL FILTER CLOTH M IN 6'-9'; RECOMMENDED FOR ENTIRE PERaLl ER ETAL SIGN, BOLT TO J �• Q PIPE COLUMN NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION STORAGE AREA CONCRETE SUBGRADE COMPACTED BASKET, OR CONCRETE. TO 100% STANDARD PARKING ONLY Z Z 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED PROCTOR DENSITY. USING PIATES 3.18-3 AND 3.18-4. PAVEMENT N SECTION 3. d = 1.5 TIRES THE MAXIMUM STONE DIAMETER, BUT NOT NOT TO SCALE PROVIDE PAINTED SYMBOL IN ALL VAN ACCESSIBLE � LL � 0 O LESS THAN 6 INCHES. TYPICAL STANDARD DUTY PAVEMENT 6. ,- HANDICAPPED PARKING STALLS INDICATED S BE DISPLAYED AT O/ Z O F-- ON SITE PLAN, PAINT 3'-0"X3'-o' BLUE SPACES NOTED ON THE LL r , FIELD BACKGROUND WITH 3" WHITE BORDER V Source: Va. DSWC Plate 3.18-1 SECTION FOR AUTO PARKING OR AS REQUIRED BY LOCAL H.C. CODE. U3 SITE PLAN- W N U 3- WD- 3" DNA. PIPE COL. W/ (2) LL NOT TO SCALE COATS ENAMEL (WHITE) W Y SEE EXPANSION JOINT SEAL 3" EMBED. 18" INTO CONIC. J C) DETAIL ON THIS SHEET - 7- 3 1/2 GRADE U O W z WWF HOLD BACK CONC. PAVEMENT 3/4" 4 \\i r i 2" FROM JOINT i PAVEMENT\\�\�\\\�\\\\� \\�i\% (MIN) SURFACE \ U M iv I LINE WIDEPAINTNT STRIPE. TRAFFIC00 \\�\\�\\\/\\ A \\\ \ \\\ 0 LL SAWED JOINT FILLED WITH 8 DIA. X 24 DEEP CONC. LL \ FOOTING •'• .: POURED POURED JOINT SEAL 23' ��i\\� D / - In JOINT SEALER 9' RAD. �\ \�\ /\\ SEPARATING BUTT JOINT TAPE -j PROVIDE SIGN 0 ALL HANDICAPPED _ to' PARKING STALLS INDICATED ON SITE PLAN AND FURTHER AS REQUIRED BY 1 " DIAMETER, 18" LONG DOWEL 3/4" NON -EXTRUDING N A.D.A. ACCESSIBILITY GUIDELINES FOUND 00- JT FILLER IN APPENDIX A OF PART 36 FOR TRIAD EPIC�NE�tING, SPACE 12 CENTER TO CENTER. (MIN) THE STANDARDS FOR ACCESSIBLE DESIGN PUBLISHED BY THE DEPARTMENT OF www.triadeng.com ONE END PAINTED AND OILED. JUSTICE. (1991) CONSTRUCTION JOINT DETAIL EXPANSION JOINT DETAIL SAWED JOINT DETAIL HANDICAPPED USE SYMBOL SHEET NUMBER: NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE HANDICAPPED USE SIGN C-05 NOT TO SCALE EROSION CONTROL NOTES: 1. THE CONTRACTOR SHALL ARRANGE FOR A PRE -CONSTRUCTION CONFERENCE WITH THE PLANTING DATES: APPROPRIATE EROSION AND SEDIMENT CONTROL DIRECTOR 48 HOURS PRIOR TO BEGINNING WORK. SEPT. 1 - FEB. 15 2. ALL EROSION CONTROL DEVICES AS SHOWN OR AS REQUIRED ARE TO BE CONSTRUCTED TO STANDARDS AND SPECIFICATIONS OF VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (LATEST EDITION) AND ARE TO BE IN PLACE PRIOR TO ALL CONSTRUCTION. FEB. 16 - APR. 30 3. THIS PLAN IS NOT COMPLETE WITHOUT THE APPROVED NARRATIVE. 4. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED CONTINUOUSLY, RELOCATED WHEN AND AS NECESSARY AND SHALL BE CHECKED AFTER EVERY RAINFALL. MAY 1 - AUG. 31 SEEDED AREAS SHALL BE CHECKED REGULARLY AND SHALL BE WATERED, FERTILIZED, RESEEDED AND MULCHED AS NECESSARY TO OBTAIN A DENSE STAND OF GRASS. 5. ALL DISTURBED AREAS NOT PAVED OR BUILT UPON ARE TO BE FERTILIZED, SEEDED, AND MULCHED BY THE CONTRACTOR IN ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS. (LATEST EDITION). 6. WHEN THE CRUSHED STONE CONSTRUCTION ENTRANCE HAS BEEN COVERED WITH SOIL OR HAS BEEN PUSHED INTO THE SOIL BY CONSTRUCTION TRAFFIC, IT SHALL BE REPLACED WITH A DEPTH OF STONE EQUAL TO THAT OF ORIGINAL APPLICATION. 7. ALL DRAIN INLETS SHALL BE PROTECTED FROM SILTATION. INEFFECTIVE PROTECTION DEVICES SHALL BE IMMEDIATELY REPLACED AND THE INLET CLEANED. FLUSHING IS NOT AN ACCEPTABLE METHOD OF CLEANING. 8. GRADE AREAS ADJACENT TO BUILDING TO ACHIEVE DRAINAGE AWAY FROM THE STRUCTURE AND TO PREVENT PONDING IN SWALES. 9. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. 10. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. 11. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND - DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. 12. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES, AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. 13. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF -SITE PROPERTY. D. MATERIAL USED FOR BACK FILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. E. RESTABILIZATION SHALL BE ACCOMPANIED IN ACCORDANCE WITH THESE REGULATIONS. F. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH. 14. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. 15. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM ADMINISTRATOR. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. 16. ALL DISTURBED AREAS NOT PAVED OR BUILT UPON SHALL BE TOP SEEDED, MULCHED AND FERTILIZED. PERFORM PERMANENT TOP SOILING, SEEDING, LANDSCAPING, FERTILIZING, AND MULCHING AS SOON AFTER FINISH GRADING AS POSSIBLE. SEEDING SHALL COMPLY WITH THE FOLLOWING: A. TOPSOIL - 4 INCH MINIMUM FOR PERMANENT TURF B. FERTILIZER - 450 POUNDS PER ACRES OF 10-20-10 FERTILIZE OR EQUIVALENT POUNDAGE OF DIFFERENT ANALYSIS. WORK INTO SOIL PRIOR TO SEEDING. C. LIME (PERMANENT SEEDING) - AGRICULTURAL LIME SPREAD AT RATE OF 2 TONS/ACRE. WORK INTO SOIL PRIOR TO SEEDING. D. MULCH - CHOPPED STRAW AT RATE OF 2 TON PER ACRE AND TACKED IN PLACE. HYDRO -MULCH AT RATE OF 30 BALES PER ACRE. LEGEND N0. TITLE KEY SYMBOL -] 3.05 SILT FENCE S F X-oc x-x 3.07 STORINLETM CTION 3.1 B OUTLET PROTECTION O P NOTES: CONTRACTOR SHALL INSTALL AND MAINTAIN ALL EROSION AND SEDIMENTATION CONTROL FEATURES IN ACCORDANCE WITH FREDERICK COUNTY AND THE COMMONWEALTH OF VIRGINIA REQUIREMENTS. TEMPORARY SEEDING SPECIES ANNUAL RYEGRASS (LOLIUM MULTI-FLORUM) CEREAL (WINTER) RYE (SECALE CEREALE) ANNUAL RYEGRASS (LULIUM MULTI-FLORUM) GERMAN MILLET (SETARIA ITALICA) PERMANENT SEEDING RATE IN LBS. PER ACRE 50 -100 lbs. / acre 50% 50% 60 - 100lbs. / acre 100% 50lbs. / acre 100% MINIMUM CARE LAWN (COMMERCIAL OR RESIDENTIAL) 200-250 lbs. / acre KENTUCKY 31 OR TURF -TYPE TALL FESCUE 90-100% IMPROVED PERENNIAL RYEGRASS 0-10% KENTUCKY BLUEGRASS 0-10% HIGH -MAINTENANCE LAWN 125 lbs. / acre MINIMUM OF THREE (3) MAXIMUM OF FIVE (5) VARIETIES OF BLUEGRASS FROM APPROVED LIST FOR USE IN VIRGINIA GENERAL SLOPE (3:1 OR LESS) 150 lbs. / acre KENTUCKY 31 FESCUE 85% RED TOP GRASS 3% SEASONAL NURSE CROP** 12% GENERAL SLOPE (STEEPER THAN 3:1) 150 lbs. /acre KENTUCKY 31 FESCUE 70% RED TOP GRASS 3% SEASONAL NURSE CROP** 13% CROWNVETCH**** 14% ** SEASONAL NURSE CROP TO BE SELECTED ACCORDING TO TIME OF YEAR WHEN SOWING WILL OCCUR. SEED WILL HAVE SHORT GERMINATION PERIOD FOR WEED AND EROSION CONTROL. **** IF FLATPEA IS USED, INCREASE TO 30 lbs. / acre. ALL LEGUME SEED MUST BE PROPERLY INOCULATED. WEEPING LOVEGRASS MAY ALSO BE INCLUDED IN ANY SLOPE OR LOW -MAINTENANCE MIXTURE DURING WARMER SEEDING PERIODS. ADD 10 - 20lbs. / acre IN MIXES. cli M M PINTA h Ir%A Mr% _U GKA I t GUVtK MY ACCESS APPROX. DRAIN AREA = 60.62 SQ. IN. APPROX. WEIGHT WITH FRAME = 40.68 LBS. NYLOPLAST 12" HINGED GRATE COVER FOR EASY ACCESS SOLID APPROX. WEIGHT WWITH FRAME = 39.90 LBS. M GRAVEL CURB INLET SEDIMENT FILTER GRAVEL FILTER 12" RUNOFF WATER WIRE MESH FILTERED WATER o e a a e e D d l I d SEDIMENT III I I 0 a� a \1_ CONCRETE GUTTER 12" CURB INLET SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT L CKLY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. • GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. SOURCE: VA. DSWC PLATE 3.07-( HINGED GRATE COVER :ASY ACCESS *PEDESTRIAN APPROX. DRAIN AREA = 50.6 SQ. IN. APPROX. WEIGHT WITH FRAME = 35.04 LBS. GRATES/COVERS ' SIZE OF OPENING MEETS REQUIREMENTS OF AMERICAN DISABILITY ACT AS STATED IN FEDERAL REGISTER PART III, DEPARTMENT OF STANDARD GRATE HAS H-25 HEAVY DUTY RATING JUSTICE, 28 CFR PART 36. NONDISCRIMINATION ON THE BASIS OF SOLID COVER HAS H-25 HEAVY DUTY RATING DISABILITY BY PUBLIC ACCOMMODATIONS AND IN COMMERCIAL PEDESTRIAN GRATE HAS H-10 MEDIUM DUTY RATING FACILITIES; FINAL RULE. QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70-50-05 & A48-CLASS 30B MATERIAL: DUCTILE IRON GRATE W/CAST IRON FRAME PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT LOCKING DEVICE AVAILABLE UPON REQUEST PRICE INCLUDES FRAME & GRATE/COVER THIS PRINT DISCLOSES SUBECTMATTER NWHICH DRAWN BYAWA MATERIAL 3130 VERONA AVE NYLOPIAST HAS PROPRIETARY ROOM. THE RECEIPT OR BUFORD, GA 30518 POSSESSION OF THIS PRINT DOES MDT CMUIL DATE 15AUGM DUCTILE NON PHN (770) 932-2443 TRANSFER OR LICENSE THE USE OF THE DESIGN OR $ FAX (770) M-24M TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION AMD BY CJA PROJECT NOJINAE OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN. TITLE OR MANUFACTURE OF ANY ARTICLE 45UROM. FOR THE GRATE, COVER DATE , ' 12' STANDARD, SOLD 8 PEDESTRIAN DISCLOSURE TO OTHERS IS FORBDOM EXCEPT BY SPECIFIC WRRIEN PERNFSION FROM NYLOPLAST. DWG S12E A SCALE 1:12 SHEET 1 OF 1 DWG ND. 7MI-11"0 REV C 12" DRAIN BASIN DUCTILE IRON GRATE 12W 1(1) i I CAST IRON FRAME �- INLET AND OUTLET VARIABLE VARIABLE OVERALL ADAPTERS AVAILABLE INVER;HEIGHT J�HCA2- HEIGHT'(?) 4'THRU1r VARIOUS TYPES OF OUTLETS WITH WATERTIGHT ADAPTERS '(2) MAXIMIM '(1 FOR RECOMMENDED 6' Mlkl. ADS N-12 OVERALL HEIGHT 10' '(1) ADAPTERS CAN BE SDR35 SEWER MOUNTED ON ANY ANGLE SCHEDULE 40 DWV 0' TO 359'. TO DETERMINE CORRUGATED PVC MINIMUM ANGLE BETWEEN RIBBED PVC ADAPTERS SEE DRAWING NO.7001-110.OlZ 15" DRAIN BASIN DUCTILE IRON GRATE .(1) W / CAST IRON FRAME 15' INLET AND OUTLET ADAPTERS AVAILABLE T 4' THRU15' VARIABLE VARIJ OVERALL ' 2) VARIOUS TYPES OF OUTLETS INVERT HEIGHT � S HEIGHT '(1 WITH WATERTIGHT ADAPTERS FOR: 12) MAXIMUM '(1) ADAPTERS CAN BE ADS N-12 RECOMMENDED 6' MIN. MOUNTED ON ANY ANGLE SDR35 SEWER OVERALL HEIGHT IV 0' TOW*. TO DETERMINE SCHEDULE 40 DWV MINIMUM ANGLE BETWEEN CORRUGATED PVC ADAPTERS SEE DRAWING RIBBED PVC NO.7001-110-012. NYI.OPL" H THE RECEIPT OR POSSES" OF THIS PRINT DOESNOT Nx,NFEL TRAI6FER, PATE 1,ALxX10 OR LICENSE THE USE OF THE DESIGN OR TECHNICALmyfizag INFORMATION SHOWN NO" REPRODUCTION OF THIS APPo IVY CJA PROJECT No>t+AME PRINT OR ANY WORMATION CONTAINED HEREIN, OR TITLE MANUFACTURE OF ANY ARTICLE HEREROMl FOR THE DRAM DISCLOSURE TO OTHERS IS FORBIDDEN. EXCER BY DATE ,1AU000 815' DESIGN DETAAS SPEWIC WRITTEN PERWS.SI011 FROM NYLOPLAST. DWG SIZE A SCALE 1:120 SHEET 1 OF 1 DWG NO. 7001-110016 BUFORD, GA 30518 PHI (n0) 9M-2443 FAX VM 9n-24M �B END -SECTION 12"- 60" PIPE Hub end on outlet end -sections Spigot end on inlet end -sections X E Concrete to be 4000 PSI Min. PLAN f-- C -i B 3'f Bar or sw dope fabric reirlforcerr,erlt A I- D SECTION X-X �- E -� END VIEW END -SECTION DIMENSIONS DIAM. A B C D E 12" 4" 2'-0" 2'-0" 4'-0" 2'-0" 15" 6" 2'-3" 1'-9" 4'-0" 2'-6" 18" 9" 2'-3" 1'-9" 4'-0" Y-O" 24" 9 1/2 " 3'-7" 2'-6" 6'-1" 4'-0" 30" 1'-0" 4'-6" 1'-7 3/4 " 6'-1 3/4 " 5'-0" 36" 1'-3" 5'-3" 2'-10 3/4 " 8'-1 3/4 " 6'-0" 42" 1'-9" 5'-3" 2'-11" 8'-2" 6'-6" 48" 2'-0" 6'-0" 2'-2" 8'-2" 7'-0" 54" 2'-3" 5'-5" 2'-9 1/4 " 8'-2 1/4 " 7'-6" 60" 2'-11" 5'-0" 1 S-3" 8'-3" 8'-0" 0 CONSTRUCTION OF A SILT FENCE (WITH WIRE S UPPOR T,,, 1. SET POSTS AND EXCAVATE A 4'X4' 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. FLOW ;41 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL r G FLOW EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. SOURCE: Ada tail from InataUation of Straw and Fabric Filter Barriers for Sediment Control, PIATE. 3.05-1 Stiereood R /� ALTERNATE END -SECTION 12"- 60" PIPE THub end on outlet end -sections Spigot end on inlet end -sections 0 X X E Concrete to be 4000 PSI Min. PLAN I- C ---�- -- B Steil fabric rewonxment D _I SECTION X-X ES-1 �--- E END VIEW END -SECTION DIMENSIONS DIAM. A B C D E 12' 4' 2'-0' 4'-1' 6'-1' 2'-0' 15" 6' 2'-3' S-10' 6'-1' 2'-6' 18' 9' 2'-3* S-10' 6'-1' 3'-0' 21' 9' 2'-11' 3'-2" 6'-1' '- ' 24' 10' S-7' 2'-8' 6'-3' 4'-0' 27" 10 1 2 ' 4'-0" 2'-1 1 2 ' 6'-1 1 2 ' '_ ' 30' 1'-0' V-6' 1'-7 3/4 ' 6'-1 3/4 ' 5'-0' 33' 1'-1 1 2' 4'-10 1 2" S-3 1/4 8'-1 3/4 5'-6- 36" 1'-3' 5'-3' 2'-10 3/4 8'-1 3/4 ' 6'-0' 42" '- ' 5'-3' 2'-11" 8'-2' 6'-6- 'W. 2'-0' 6'-0' 2'-2- 8'-2• ' 54' 2'-3' 5'-5' 2'-11 ' 8'-4 ' 7'-6' W.1 2'-6' 5'-0' 3'-3' 8'-0' �C B rAllYert 1 NOTE; Pipe lengths shown on plans are based on End -Section design shown on left. If the contractor elects to use the alternate design shown on the right, lengths will be reduced by the difference in dimension 'D". do SLOPE DETAIL FLARED END -SECTIONS FOR CONCRETE PIPE CULVERTS VIRGINIA DEPARTMENT of TRANSPORTATION Q • Z_ O U N > 0 w N N O U) W Z O > N O Q - N Ift (n Z p6 Q"' Z>Q O of Q> 0 LL H W O 0 Q Q F- o =Z W Z u-z Q0) } oZo(.),, NZc0w (,0 �y O LO 0 0 Z g d � Q co W W Q U Tn Z O U) = Q U Li. 0 Q U 3:Z C? O U 3:0 0 W Q rn C'M o / op'l;"N UDKM D. DURe III, ~d Lic. No. 035809 ti `SONAL E 1./.i <_ CL 1 W J V 0 Q� z _N� O Z LLL. t� O r W U Z 0� W O Q J U U UOO� 0 U 0 Q �O U oLL W LL 06 W �L :11AIi) TRIM E.NGN�NG, INC. www.triadeng.com SHEET NUMBER: