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SDP199300072 Plan - Approved 1993-10-14
FRONT NOTE: ELEVATIONS SHOWN ARE A COMPOSITE OF THE 14 AND THE 24 UNIT BUILDINGS QEAQ cSIDE y eSIDE SITE TOTALS & LAND USE DATA NOTES Y �C 1_ SITE PHASE ONE 24.060 ACRES PLAN ASSOCIATES TOTAL SITE AREA : 12.524 ACRES 545,545 S.F. SHOWING LIMITED PHASE NUMBER OF DWELLING UNITS : 148 Charlottesville VIRGINIA BOUNDARY SURVEY BY B. AUBREY HUFFMAN 5 ASSOCIATES, LTD. ONE C O ALBEMARLE PHASE ONE 24.060 ACRES For: ASSOCIATES TOTAL SITE AREA : 12.524 ACRES 545,545 S.F. LAKE, DAM LIMITED COUNTY, NUMBER OF DWELLING UNITS : 148 Charlottesville VIRGINIA BOUNDARY SURVEY BY B. AUBREY HUFFMAN 5 ASSOCIATES, LTD. S C O T T S V I L L E M A G I S T E R I A L D I S T R I C T TAX MAP 91 PARCEL 2 NUD PROJECT MO. 051 -35419 Prepared LAKESIDE PHASE ONE 24.060 ACRES For: ASSOCIATES TOTAL SITE AREA : 12.524 ACRES 545,545 S.F. LAKE, DAM LIMITED LIABILITY CO. NUMBER OF DWELLING UNITS : 148 Charlottesville PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WITHIN ANY EXISTING BOUNDARY SURVEY BY B. AUBREY HUFFMAN 5 ASSOCIATES, LTD. GROSS RESIDENTIAL UNITS : 11.8 UNITS /ACRE Virginia PUB LIC RIGHT -OF -WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, AERIAL TOPOGRAPHY BASED UPON USGS DATUM TITLE DATE PERCENTAGE OF REMAINING UNDISTURBED Prepared THIS PROPERTY IS NOT LOCATED WITHIN A WATER SUPPLY WATERSHED ON SITE : 4.4 ACRES By: DEPARTMENT OF TRANSPORTATION (HEREAFTER ABBREVIATED V.D.O.T.). NUMBER OF DWELLING UNITS .14 8 PERCENT 5 ACREAGE OF OPEN SPACE 53% 6.8 ACRES 2. ALL PAVING AND DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL B. PARKING SCHEDULE: AUBREY CONIFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF V.D.O.T. UNLESS OTHERWISE HUFFMAN 50 - 1BR UNITS x 1.5 a 75 NECESSARILY IINDICATE VIRGINIA DEPARTMENT OF TRANSPORTATION & ASSOCIATES, LTD. Civil 3. Engineering PERCENT 5 ACREAGE OF OPEN SPACE :, 39% 9.3 ACRES 21 - 3BR UNITS x 2 z 42 - Land Surveying PARKING SCHEDULE : - Land Planning Charlottesville CLEARING, GRADING OR OTHER CONSTRUCTION. 51 - 3BR UNITS x 2 - 102 PARKING PROVIDED : 318 Virginia ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 187 - 2BR UNITS x 2 • 374 TITLE DATE ROAD PROFILE - ACCESS ROAD EDWARD 110 - 1BR UNITS x 1.5 - 165 AREA OF BUILDABLE LAND : 10.92 ACRES H. WINKS PARKING REQUIRED 641 ARCHITECTURE, 5. P.C. Richmond Virginia PAVED OR RIP -RAP LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE DIRECTOR BUILDINGS 101, 101, 105, 106, 107, 109, 111, 112, 114, 115 5 117 TAX MAP 91, PART OF PARCEL 2 IS OUR CURRENT LEGAL TITLE DATE 24 UNITS PER BLDG. 10 - 1BR, 11 - 2BR, 3 - 3BR HAROLD K. JORDON & COQ. INC. � General Co -1 Cary Nort BONDING _. Letter of c Central F i d n t r a c t o r h Carolina CO. redit from elity Bank GENERAL CONSTRUCTION NOTES PHASE ONE & PHASE TWO PHASE ONE 24.060 ACRES 1,048,053 TOTAL SITE AREA 24.060 ACRES 1,048,053 S.F. TOTAL SITE AREA : 12.524 ACRES 545,545 S.F. LAKE, DAM 8 SPILLWAY AREA PRESENT ZONING PRO ZMA 90 -09 NUMBER OF DWELLING UNITS : 148 1. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WITHIN ANY EXISTING BOUNDARY SURVEY BY B. AUBREY HUFFMAN 5 ASSOCIATES, LTD. GROSS RESIDENTIAL UNITS : 11.8 UNITS /ACRE 20.142 ACRES PUB LIC RIGHT -OF -WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, AERIAL TOPOGRAPHY BASED UPON USGS DATUM MAXIMUM AMOUNT OF IMPERVIOUS COVER PERCENTAGE OF REMAINING UNDISTURBED A PERMIT FOR SAID CONSTRUCTION SHALL BE OBTAINED FROM THE VIRGINIA THIS PROPERTY IS NOT LOCATED WITHIN A WATER SUPPLY WATERSHED ON SITE : 4.4 ACRES OF THIS PLAN BY THE COUNTY OF ALBEMARLE DOES NOT DEPARTMENT OF TRANSPORTATION (HEREAFTER ABBREVIATED V.D.O.T.). NUMBER OF DWELLING UNITS .14 8 PERCENT 5 ACREAGE OF OPEN SPACE 53% 6.8 ACRES 2. ALL PAVING AND DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL GROSS RESIDENTIAL UNITS 14.5 UINITR1ACRE PARKING SCHEDULE: CONIFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF V.D.O.T. UNLESS OTHERWISE UNITS ARE FOR RENT 50 - 1BR UNITS x 1.5 a 75 NECESSARILY IINDICATE VIRGINIA DEPARTMENT OF TRANSPORTATION NOTED. MAXIMUM AMOUNT OF IMPERVIOUS COVER ON SITE : 10.8 ACRES 77 - 2BR UNITS x 2 = 154 3. EROSION AND SILTATION CONTROL MEASUREF SHALL BE PROVIDED IN ACCORDANCE WITH PERCENT 5 ACREAGE OF OPEN SPACE :, 39% 9.3 ACRES 21 - 3BR UNITS x 2 z 42 UTILITY PROFILES - SANITARY SEWER THE; APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY PARKING SCHEDULE : PARKING REQUIRED 271 UTILITY PROFILES - WATER LINE CLEARING, GRADING OR OTHER CONSTRUCTION. 51 - 3BR UNITS x 2 - 102 PARKING PROVIDED : 318 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 187 - 2BR UNITS x 2 • 374 AREA IN LAKE : 1.62 ACRES ROAD PROFILE - ACCESS ROAD MAXIMUM ALLOWABLE FILL OR CUT SLOPE 18 21:1. WHERE REASONABLY OBTAINABLE 110 - 1BR UNITS x 1.5 - 165 AREA OF BUILDABLE LAND : 10.92 ACRES BUILDING PERMITS AND /OR CERTIFICATES OF OCCUPANCY. LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED. PARKING REQUIRED 641 5. ALL DRAINAGE INLETS SHALL HAVE A 2 -INCH LOCAL DEPRESSION UNLESS OTHERWISE SHOWN. PARKING PROVIDED 864 6. PAVED OR RIP -RAP LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE DIRECTOR BUILDINGS 101, 101, 105, 106, 107, 109, 111, 112, 114, 115 5 117 TAX MAP 91, PART OF PARCEL 2 IS OUR CURRENT LEGAL OF ENGINEERING, OR HIS DESIGNEES, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A 24 UNITS PER BLDG. 10 - 1BR, 11 - 2BR, 3 - 3BR DESCRIPTION BECAUSE OUR PARCEL HAS NOT YET BEEN DRAINAGE CHANNEL. BUILDINGS 102, 104, 109, 110, 113 5 116 DIVIDED. AT CLOSING, WHEN THE LAND IS PURCHASED 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM 14 UNITS PER BLDG. 11 - 2BR, 3 - 3BR AND DIVIDED, WE WILL SUBMIT A NEW LEGAL DESCRIPTION. TRAFFIC CONTROL DEVICES , LATEST EDITION. CONTRACT PURCHASER : 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE LAKESIDE ASSOCIATES LIMITED LIABILITY CO. PIPIE - CLASS I11. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY ( 29 CFR PART 1926 ). 10. THE CONTRACTOR SHALL CHECK ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE WATER & SEWER GENERAL PLAN NOTES AND REPORT ALL INCONSISTANCIES TO THE ENGINEER /AND OR ARCHITECT. 11. OUTDOOR LIGHTING SHALL BE DIRECTED AWAY FROM ROADWAYS AND ADJACENT 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE PROPERTIES AND SHIELDED WHERE NECESSARY. AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR 12. ALL SERVICE UTILITIES ARE TO BE PLACED INDERGROUND. NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF WORK. 13. APPROVAL OF A SITE PLAN SHALL IN NO FASHION BE DEEMED AS APPROVAL OF ANY 2. THE LOCATION OF EXISTING UTILITIES ACROSS OR ALONG THE LINE OF THE SIGNAGE EXCEPT SUCH SIGNS AS MAY BE SPECIFICALLY REQUIRED BY THE COMMISSION PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE TO REGULATE TRAFFIC, PROHIBIT PARKING, 4R TO SERVE SOME OTHER PURPOSE OF SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS THIS ORDINANCE. OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS 14. IN LIEU OF CONCRETE STORM DRAIN PIPE ADS N -12 CORRUGATED POLYETHYLENE PIPE NECESSARY. MAY BE USED IN CONJUNCTION WITH BEDDING TYPEPB -1. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON JANUARY 20, 1983, AS AMENDED JULY 1, 1989. 4• ALL ELEVATIONS ARE BASED ON U.S.C. AND G.S. DATUM. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING " MISS UTILITY " ( 1- 800 - 552 -7001 ). 6. ALL WATER AND SEWER LINES SHALL HAVE A THREE FOOT MINIMUM COVER OVER THE CENTERLINE OF THE PIPE. 7. 20' WIDE EASEMENTS, CENTERED ON THE PIPELINE AND APPURTENANCES SHALL BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY, EXCEPT WHERE THE LINE IS IN A PUBLIC ROAD RIGHT -OF-WAY OR AN ACCESS EASEMENT, IN WHICH CASE THE ACCESS EASEMENT SHALL ALSO BE DEDICATED AS A UTILITY EASEMENT. S. 3' MIN. SEPARATION REQUIRED BETWEEN WATERLINE AND STORM SEWER CULVERTS OR 6" SEPARATION WHEN WATERLINE IS INSULATED. USE 1 12' ,jTNICK THERMA�CEL PIPE INSULATION IN 3'x4' SHEETS AS MANUFACTURED BY NOMACA, INC. OR EQUAL APPROVED BY ALBEMARLE COUNTY SERVICE AUTHORITY. INSULATION TO EXTEND 5' BEYOND CENTERLINE OF CULVERT IN BOTH DIRECTIONS OR 5' BEYOND ENDS OF CULVERT WHEN PARALLEL. 9. TOUCH READ METERS ARE BEING USED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. TO ACCOMODATE THESE METERS, METER LIDS WILL REQUIRE A 1 -314" HOLE TAPPED INTO THE CENTER OF THE LID. BLIND TAPS OR PLUGS SHALL BE PROVIDED TO PREVENT DEBRIS FROM ENTERING THE BOX PRIOR TO METER INSTALLATION. 10. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. SLOPE ANALYSIS FOR HANDICAPPED ACCESIBILITY REQUIREMENTS TITLE DATE SHEET INDEX K 7 SHEET - COVER SHEET 24.060 ACRES 1,048,053 SHEET 2 - GRADING & UTILITIES LAKE, DAM 8 SPILLWAY AREA SHEET 3 - GRADING & UTILITIES S.F. SHEET 4 - LANDSCAPE & PARKING .J 20.142 ACRES 877,403 SHEET 5 - LANDSCAPE A PARKING PERCENTAGE OF REMAINING UNDISTURBED SHEET 6 - SOIL EROSION OF THIS PLAN BY THE COUNTY OF ALBEMARLE DOES NOT AREA THAT SHEET 7 - SOIL EROSION INSPECTIONS DEPARTMENT - FIRE OFFICIAL SHEET 8 - UTILITY PROFILES - STORM DRAIN SHEET 9 - UTILITY PROFILES - STORM DRAIN NECESSARILY IINDICATE VIRGINIA DEPARTMENT OF TRANSPORTATION SHEET 10 - UTILITY PROFILES - SANITARY SEWER --------------- - -- (VDOT) APPROVAL OF THE PLAN. APPROVAL OF THE PLAN BY THE SHEET 11 - UTILITY PROFILES - SANITARY SEWER SHEET 12 - UTILITY PROFILES - WATER LINE SHEET 1 3 - UTILITY PROFILES - WATER LINE Z O N I N G D E P A R T M E N T IN OBTAINING FINAL VDOT APPROVAL PRIOR TO THE ISSUANCE OF SHEET 14 - ROAD PROFILE - ACCESS ROAD BUILDING PERMITS AND /OR CERTIFICATES OF OCCUPANCY. ALBEMARLE COUNTY SERVICE AUTHORITY l lifCGT9 3 PLANNING DEPARTMENT T. ENGINEERING DEPARTMENT n i j Rif 10, (4- 3 VIRGINIA DEPARTMENT OF TRANSPORTATION TOTA L SITE AREA 24.060 ACRES 1,048,053 S.F. LAKE, DAM 8 SPILLWAY AREA 3.918 ACRES 170,650 S.F. REMAINING UNDISTURBED AREA 20.142 ACRES 877,403 S.F. WE THE UNDERSIGNED DEVEOPER(S) UNDERSTAND THAT APPROVAL PERCENTAGE OF REMAINING UNDISTURBED OF THIS PLAN BY THE COUNTY OF ALBEMARLE DOES NOT AREA THAT IS LESS THAN 10% SLOPE 33% 291,600 S.F. NECESSARILY IINDICATE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) APPROVAL OF THE PLAN. APPROVAL OF THE PLAN BY THE COUNTY DOES NOT IN ANY WAY RELIEVE ME OF MY RESPONSIBILITY IN OBTAINING FINAL VDOT APPROVAL PRIOR TO THE ISSUANCE OF BUILDING PERMITS AND /OR CERTIFICATES OF OCCUPANCY. SANITARY SEWER STRUCTURES KEY TOP INV. IN INV. OUT INLET A 421.20 418.20 418.00 8 447.00 440:20 440:00 C 468.00 449.00 448.80 D 488.00 451.70 451.50 E 465.00 457.20 457.00 F 465.00 460.12 459.92 G 488.00 483.20 483.00 H 494.80 486.42 486.22 J 504.50 497.20 497.00 K 527.20 518.64 518.64 L 532.90 520.47 520.27 528.00 M 527.50 8 523.00 N 538.70 9 532.20 P 510.80 529.30 506.00 a 518.50 510.00 R 488.00 11 484.00 S 494.00 485.46 485.26 T 515.10 503.00 502.80 515.00 U 527.70 519.37 519.17 STORM DRAINAGE STRUCTURES N0. TYPE L TOP INV. IN INV. OUT 1 DI -T N•II 554.6 N•13-25 549.8 2 DI -38 8 549.50 544.50 544.40 3 DI -3A 8 546.30 541.30 541.20 4 DI -3A 7 545.70 539.70 539.80 5 DI -3A 6 547.90 8 543.40 6 DI -3A 11 536.80 532.30 532.20 7 DI -38 8 538.90 533.40 533.30 8 DI -36 8 538.90 534.40 9 DI -3A 538.80 529.30 529.20 10 D1 -3A 537.80 �1 533.30 11 DI -38 8 526.00 521.50 521.40 12 DI -38 4 520.10 515.10 $15.00 13 DI -38 i>I! 930.10 918.88 14 01-38 6 511.30 508.30 506.20 15 DI -38 8 508.10 500.10 500.00 18 DI -38 8 502.80 494.32 494.12 17 nl_^'A 501.30 495.32 of DI -3A 495.30 490.55,490.30 489.70 19 DI -3C 8 502.60 495.85,495.60 495.50 20 DI -38 4 505.70 501.20 501.10 21 DI -3B 12 507.30 502.80 502.70 22 DI-3C 6 502.80 498.80 496.50 23 DI -38 6 503.70 498.00 497.90 24 DI -3A 507.00 502.00 25 DI -36 10 504.00 499.00 498.90 26 DI -3A 510.80 506.00 505.90 27 01-3A 511.90 506.90 506.80 28 MH 524.50 517.70 517.80 29 DI -3A 524.50 519.00 518.75 30 DI -3A 525.10 520.10 520.00 31 01-3A 527.80 522.80 522.70 32 DI -3A 534.40 529.40 529.30 33 DI -38 12 539.00 531.29 531.19 34 01 -3A 527.70 520.70 520.80 35 DI -3A 527.70 522.70 36 DI -3A 526.30 521.80 521.70 37 DI -3A 530.90 525.10 625.00 38 DI -3A 530.60 526.10 39 DI -3A 490.80 483.12 483.02 40 DI -3A 483.90 479.15,478.40 478.30 41 DI -3A 483.70 479.70 42 MH 480.50 475.50 475.40 43 MH 485.00 458.24 457.20 TAX MAP 77E(I) PARCEL IB COMMONWEALTH OF VIRGINIA D.B.'481 -139 ZONED : R -1 USE : PIEDMONT COMMUNITY COLLEGE E NOTE :THERE 13 TO BE A 20 WIDE DRAINAGE EASEMENT CENTERED OVER ALL STORM DRAINAGE LINES AND APPURTENANT STRUCTURES. ALL BUILDINGS ARE TO BE SPRINKLERED. THERE IS TO BE A 20' WIDE WATER AND /OR SEWER EASEMENT CENTERED OVER ALL WATER AND SEWER LINES AND APPURTENANT STRUCTURES. ALL FIRE SPRINKLER LINES SHALL HAVE A BACKFLOW PREVENTION DEVICES INSTALLED ON THEM. THE INTERIOR ROADWAY WILL BE A PRIVATE ROAD CONSTRUCTED TO SERVE THIS PROJECT ONLY AT THIS TIME. THERE WILL BE RESERVED A 50' WIDE AREA SHOULD THE COUNTY OF ALBEMARLE EVER REQUEST THAT THIS ROADWAY SERVE ANOTHER PARCEL. STORM WATER DETENTION ACHIEVED THROUGH THE USE OF FREEBOARD IN THE EXISTING LAKE. Exist. MH a- -a--- +--Qo I I TAX MAP 91 PARCEL 2 HILLCREST LAND TRUST D.B. 1126 -103 � ZONED : R -1 °I o 3 * I 1 USE : VACANT , 11 % a I I II' S 29° 00' 15 W 669. 42 1 / / / / I 1 1 1 I I 1 1 I I I I 1 I I I I) l l�il // I i i I I � °/ / / I I II /I I�IIIIIIIIIIIIIII Illllll! l / / 11 • / v' / I I I I I I I I 1 1 1 4 � III 1. I I I II I I I IIIIII /I /�/ I l I I • // ' � ° / i / I I 1 I I I III ''I I I I0111111I 1� / I 11 % / / / / I 1 I I I / II /11I11,11II 111�111111111111I /I \) 1 I/ • l /' ` J / I l / I/ / / / ( / / //I /I IIIIII 'IIIIII II I /// • • • - 42O' / ^ / i /l // // /I /f lIIII IIIII1III/II1,/ 1 / /I/ O • � Class . 5•o 2 / / \ o v / ,/ / / / //// / / //l l I I I I l 1111ll Illllll'/ I 1 l I l l • Close to ; `�Wolh slap. I /4 "D•► f. "R / \ Q / / 41 // //// l / l 1 II / lI I ( l / • :f- :� . ter., '': ;::/!li':'.°'.T_ ''• Top of finished "r., / / ti / / / / / l l I 1 I I I 1111 l • 1�,.. pavin sloe i/4" per ,- // / a /, //O // // / // 111'111 I //1111/ 1 / l / /l/ i� • O M 9 Pr Per ft. / / / / / l 1 l 11 / / 0 Compacted till or .,. r` / , // /a / l 1/ r // / /X111 I/IIIIIIII/ 1 1 / i 111 undisturbed earth // / - \ / �// /// / //� /// /oIlllI /IIIIIIIIIII�I I / 1 111 l� fi" / _ _N � / / / // / / It / a // / a I; I /�IIo11hIl I I I I . .' \� \ / // / / / � / / / / / / I, ' / It " / 1 h; / h o 1 / / - � -- - - -- - - - / 11 . \ \. / / / // / ///// a1a� I I I / � ... 425- � / �� \ / / / / / / // / /// // 11 r , I O I I Q • Q \ STANDARD SIDEWALK `� \J/ / / / / / / / / l l // / // l / l 111111111 111111 i• �I I ; / / / / / / // / / / / / / / /// / 11 II 11 1 /a I : : � v 5 WIDE 430 -�� Tz \ \X/ / / / // /// / / / / / / / //I /IIIIII \ II W � • . / // �\ \ / / / / / // / / / / / / /I I I I I I 4 1 • AREA W/ rH SLOPES OF HR- 1 \_/ / / 11 / /� ° �� \ \\� � / / / �// / / / / /// / ////'I / I I I 1 I Q I . 25 % OR GREA TER k _ }• 435��� '� - ��s��_ / // // �/ / / / / ///)// //1111 l w I ELEVATION 459 - /OO YR FLOOD PLAIN OFLAKE -' • -�I 11' pipe fa Rob _ / / // // / I I I • Q If EAtrO SUOrre pps for rbsM - N� ' /�'/ �i /� / /�/ r/// I / I I 1 I I'• 6• _ / •,- _ �\ \\ _/ / / /// / // /// / / I I4i : I'•II• 4 4 0- ' / I% E �\`� \\ J / / / /// / // / / / / /� /� % / /�/ // i I IV i • - • _ _ rr • / i c, - \ \\ \/ l / / � /// / / \ 1 IQ . •- -EASE. wre• :. :4 II _/� / tin ��\ \��� // / / / / / / / //� - / // / \ 1 �I1 1 I / SCE S ��O ��-_= r - or.0 \ I / /' i • _ _ °• / / � \\ � \z_ // / // / / //, /' // / / 1 z I / � / �_ -• 445- / / 3,�- _\ \ \ \�\ / / / / / / / /� /// / / I 1 1_ • / /�i I �/� - ;�__` , \ \ \ \1\ // / / /// / / /�i // / 1 \ 1 "'r- \ / , I / / ^ \\ \ \\ �` /// / / /// // /// / / \ \' \ v, \ • • / �� 5 Ile / / . 465 � ` Canu•I. MorIW Ru DCN LpKNI• . _/ / c / \ \ 1 •'� , /// / / / / / \ \ IA \ • • / P / / / / /� / - \ \ HAND RAIL INSTALLATION ON WALLS V0 // / / / /// _ -_ / \\ \ / �// _ I \ / / / 20 Son. Sewer Eos e, \ "I / 1-11 / / \\ \` J )/IIIIII/ / /' I / / / \ it 1 \ \�\ \ / / / / / // F / / \ RAND RAIL INSTALLATION ON CONC STEPS \ \\ \\-- 1/11111 I I I / ` / \ \ \ \ 1 1 / --/- Lip_ 11 I 11 - / \\ \�� / /``\ \ \ / \ \� \ \ \\ / / /�� / / 111 / / \ 455 j/ o\° \ \\ f��\ \ \ I \ \ \\ \ \\ /./ �z o \o/ / \ I // �"` \ / / / / � �" ^ \ \ \ \\ \ \\� `\ \\ i \ 1 \ �\ I \ AREA WITH SLOPES OF 25 % % • // o' % % / \ / 1 I // \ \ .', A , r / / 3 \� � �.'\ \ ) \\ \ \ / 1 I \\ \ O R G R E A TER / / rL• / /..� \ •,: r. . A / m to - \• \ _ _ _ , r • , , \ sty . ,• \ ...... ..... .i 'i<.::• Paced n r poNClan for / , ° % \ \\ %.,4 \ \ \ _ ` I \ • It \ t 0.. This INrwal a N as w•d oti w a c. e\ • '_ \ • . • •• •. Pedestrians / / •_ •� \ \ \ \ -• \ l j / l O l / r ` • For so Pac Q kk1•c to MMCWOr rVW / N \ \ ` \ \ \ _ - - \ WATER T /GHT • I 1 / 1 / / r+ .' . "a « any ipcoi an .nee rl rn M w 4 6 O / j / '� : \ \\ \\ : ` _ ` I \ _- I \ MA NH OL E COVE • • / - - _` • , • 1 . • l / / / , I I / / "I _ eraedah siaiwre "Coast vors w uee0. / / '_� / ;% / /ice \\ � \- = \`` _ = ;- w- .. - \ \ \ �/ / �� �� e, ` •• \11 1 / / /�, \'i II It �p/ - SPECIFICATION STANDARD HAND RAIL •i. 5 METHOD OF LOCATING AND ERECTING �' / ••.� _ 46 \ - I �•.--4 \ \ _E .\ I •/ / 1�. 5 III / / _� -_•• _� - ���� •��W - !� \_ _'� 6,O a �/ ••\ • 011 SOS / ` _ - - t f \ VIRGINIA DEPARTMENT i C 4 6 _� _ \ I D/ _ / - - -- _ _ t _� \ �C 19 of 1 / _ 20 =Wide_ Son. Sewei-Easemen'►- - •� \ \I \`t �e �� - II / / �r / - vi S . = _ \• • \ , - , / . , „ \ . _ TRANSPORTATION 60f 4 6 5 - -. - =�Z \•; B D/ San. Sewer \ I i �' 8 D/ Son�3ewer �\ �. ��• ��II•/ / \\ I� C / / 0 0 6' _ _ - \ • .� 01 • III p E -N Sh•eI 1 of 2 S -2 / - - - - - / il'a� ,?,' 3 / @ I , O 8 % 3 - - 0, L \i , I 1, ben - fkn A acv C be • \ a .� / '// j 99 5,35% �' `. \J1 / \ \v 1 / O ��• \ �Wo // w Guordro % /sLol •/ / • •i -?0 •�A/+r�°rC \\ 1 I I \ ` I �i� •4raM•.vocW .I I �l Far I / - - _ - - I -1 _ _ �- _ ,;; :.:.:. _ ti _ _ 5 v III .13 1 1 I .« era. w -- / / / - _ � 475 \ \' \ \ -\ -� • / I / - - - a- /: \�\ Jti A91 i ,�le�`\ I`Y` i A t-.- / - - -..:'_.' \ •• \ \ \ \ \ \� / / • •_ - • 47U - -�}6� f \I 110(1G g2 r• /`� / / .1\ \ �w 4 7 0 -� / � __ - - _ _ -A-� \•N•\ \\ \ ` - __r \ \ , / / •/ - � - IL \� \•` \\V 6V � II 1: i / j/ I/�V3 I�` ' t-- f -475 �F. 478.26 \ __F.•F. 480. 93 / / /F. F. 483.6 , • �- • \ \ \ J•i11 • / r' / v3 j/� _ _ \ \••\ \� , - � \ \-"l / /..•.j / //• 1•� �•� \ %�85N \ \��� \1I��• I / i5 .-� ICI N•1.5 N -6 No? N•8 N•9 N•10 N•II I N•12 N•13-25 W•3' ; 4 S S 6 6 7 T 8 W04' •�1�1�1- 5 6 T 7 • Mf�l%� • 8 - W•5' 6 T 8 J A / / � -_ - \ \�^ \ _ `\ . \, 1.1 // / / / / / / " ' ■, �'� • • \ �• I I• I 1 2 . ` , ` \ rat r p. r nist � • n ',,, r• 60 i 9 _ F e«. A aM D•,. a eon A �� i - F.F. 475_6 _ - . \ \� \ ``/ / / // / / /// / / • � kT / ^� a 5 a ` - - - \ ` ` � \ \\ c / // / �• // i • oa `• • a / �9 / �� ` `��2 1*12� PLAN One nor, a to be aced / / - - � - - - \ • * \ � _ \ 1 / // / / / /• / / / � i \ \ cry i.11 • / 'Y•:'- ', v 6' ■ ■hdw loading step s�Iw•I6 4 7 5 / / 3 1- _ _ , - - - a \ • •\ \ \ \ \ \�\ 1 \1 t / /�` ✓ / � / // • / / i % c - \ \ � ' / '� • nor. c "d) Tf / / °' - - -- Entranc e••� ��\ \ \ .�\ // // /�Entron ce 4 -o - - - Y •� ' i0 � _ _ -- / I i" 9 5 _ � :: 0 vt• t.000 c� Ft I vp i. ,• • . E/ev.489. 76 \ . / E/e v. 495• / � O r L V2•a583Cu.Ft V I \ / _ / _ / � �` E n t r o n c e E / . e v. 4 9 2 . 4 3 - • •� 4 • . 6 /t: , -•! r. 1 `vt. E •• prop. w «•t i C -� - - - - - _ - \ \ \ \ \ \ \ \ \ \' /� •� / / •/ _ �. _ _ V3•0750 Cu. Ft i ewe A No 29 / ° - - - � \ \ \\ \ • \ / / / W •8708 Cu Ft. I , 12 / _ V ./ / sA o ` `` nonnNo(D / _ - - \ / \ •/ / • • • aMrdt a Harder. / / - ` � • / :: i,:- � ' e ` I A lonarq I. lobe pro.1dW ,here 4�' �:',: ■ / s \ • i _ , _ '�� t' Imo,`' .\ more .Np. on reeurnd n `•,. / � __ -En f ance El v. 469 / \ \ `• • / :r -: `. / ve (� /pt From N in onofIm 6 _ _ _ - _ 490- • 4 g5 _ i ; ; / t \4 ate /eke am p«1orN1 view rf I i; i I / I «f. °"yaa w•1 \• . 2• 4 8 O -� / / - - � • • • (� 05 .VIW•2V2(N-II #VI(WN•1)I2V4 I �I I .•\ v t - ,�.:. , ,- - % / i /E v 27 l � I Vf SECTION A A _::- vt . . ;, ; , . i t :, . a' 124 :' / e 1. This erh mow w c - /•' •.0 .. .i: - • '' ' / {, e / saoHr,u,ep eeiuee •t .,enNnl .alum «: , I orxnN N w Class A3 It Cast In proc '. - / -- - \ • •\ \ • \�i •� / _` `• -4B•�'\ i, 6 O 1d •� 'y -� For Other rrdfM the oppro■YnoN ipwin4000mI wl �12+ / t - - - - a \ \ • / \A" - -le., , 8 � b•, � V.1000 WI 166(N-I)•0T50 (WN•I19 1416 V4 will w .•al is 60•N rrr a wwrw% spacing of 6•. In Inches /I r / :::: \ = / I / • • • • / (0 i \ \ C C / I / 27 Ronk■ . ; •z. -..:•• , . •` 4: _ . - \ . • • • Q • i:::. . / cola wn N W rr«d N In.NiNrions of 6 w mast stage. 4 8 5 • , . ':•:�: r :, :. •' _•:..c: -. Y*` :'r!- _....... .:'.- -' n �\ \ • \ \ \ ,� w� s nli s / / _ / / -t (� ` - / ° - \ e e / Fw rotuiotNn of concnN and .N•1 auwiln too M.w Z. 11 . � W_ _� 71- +A - -- - -�� D \ ���. \ \ � _\ IAZ'/ / • // / G)tCt �\ �h , ) \ - - •: a ,`� es V-Indicotee total roArrt+e of steps In a.ydA San. Sewer \ \ � `. - / � / ! - a� 1� - -- _ ' -� !� -� \ • •• \ .� / • / / / - t ` .- Capped a -- - 4 � r_ j df0 i / V eirl In 3, 9 V V. Cole elementary rollunee B /ow - - - - _ 4 90 Water Line • \ �. / • / �• • \ P/u e d • S �1�/ n / W andicot•computing l•orVwidth of ttpe. In 1•.t, betewn off / - \ / � / -- - x49 / / N -I NUMBER 6F §AA§ N•1.5 N -6 No? N•8 N•9 N•10 N•II I N•12 N•13-25 W•3' ; 4 S S 6 6 7 T 8 W04' yam• a'p 5 6 T 7 8 8 8 10 W•5' 6 T 8 9 9 10 11 12 _ h - I - p - \ \ \ - • • • / / e ` ` - - , n - 100,06 number of steps In Installation exclusive H•Nr•t n N w pro""« tar slops ho•rne I" w more rrsws,ra -01 .of the fultm p conesions, - O - - � - _� \ \ �/ 6 - _ - � O Of boding. I on Hope less than 44 l h•s rr0o h•••N boo srd« arrcWited. a Nmt We a" I - �` \ • / / / ` \ , r O ■ prowoblr m the riots eta dewndtq O / 'd• _ f `t / / - O N R I /0 U- Indicates length of ban A, In Inches U- 13.416 N•8 2.0■ Ile" ra ikon 44 Inches ride hw■q one side oo.a orw honOtou as eoc• side. \ / ? . / ° / r - l 15 . O 1 2 inches. L2•12We9• 3 0■.N« lose has 44 t.ches ride ho.■p bah end« "On. a" ,.anal «eaCR std• ::..; .?� .^ .. ft.: ,� ` L dicates length 4.N nror•i eron 41 ndys ..ee er1 Nos than d• Inch« tows. oft hondr•1 on each 0108 F .' -.; _' ,.• • ..::... r CDj Ls Iltidicattsl 10 t M of bore C inlnche• L3.13.4 N•18 - - h / - � Storm rain - - e arNt» a. /:, - : S r -9 16 5 On Hops ee w mere Inches rd■, one honk on sod, ds ens arm•• . 4n •, • ' : "..' � /I', - " - - 9 2 -0-881 iocoNd a•p.a.ral•Ir mero, of IM rWtA \ \ ;� / A SPECtFIGAT1ON - - ° __ , St o� Oro / n_ _ ,:;:;'.: `'`' 4 g - ` \ \ 5 , ''~' -- - \ \ • I - - REFERENCE STANDARD CONCRETE STEPS FOR 2 I SLOPE 5 9 / \ \ . : � - 105.04, 505 VIRGINIA DEPARTMENT OF TRANSPORTATION _ - � \ - -_ 601.03 -- - _ - - � 5 \ 505 - -- _ - __ _ \ \ 15 � • L �- G9 / e•• / / _�/ / �; '- 500 - -�\ ` N % 4 9 5 i t� 495 � 500 \ `? / `7 _ - _- - - - - - c' c� - - - - OO.- \ \ I ..' / L T -11 _� 500 \ \� \ / ' / / / / /'F. 7- - \ \\ - a ;;:�;, - r' 0\ \ TH IS BUILDING TO CONTAIN 8 HAND /CAPPED-ADAPTABLE UN /TS Q _ _ kr) .F - F.F. 5 O O. 8 \\ \ \ \ // /� // / / // 5 \ \ \ o �- L4• - _° _� THIS BU /L D/NG TO CON TA /N 8 HAND /CAPPED A \A \ABL\ L�II.N/ \ fr. / / / // / / • . - /" / / / / i - ° - _ __ .__._�� -- / - /-� \\ \ \ \ 'Y / / / Entrance E /ev. 5/7 2 __ __ � . \ . �\ - /� .. .' e - _ _ \ \ \ \ \ \ L / 4 / / / / / / - - - o Concrete to be Class A3 H A. 5 O 5 - \ \ \ \ \ \ / / / • - \ •' call in plou,4000 PSI i} : Surface y - fry Entran ce E /ev. 5 /2. 3\ • / - •- b' /. :'.:.:. �;:: • e•' :e: \ 1 j ea,. '_� c- I \ •• 5/ O •••s ••:'.: \ : / . "�[- / / / P • / - •--� 90 ° Be // A' ' ' '• TMs No" R'o1 he pr.wst or cost N poea Storm Oro.in _ 01 -_ - -- • \ / i 5 to ___ v / /h / 0 5 / Q( / / / - \ _ _ Subbase / I h / f f0 / / / : s � 8. / h / / 51C / / ' / • AO iS r1 2•RodNe / / / / / / / _ . to 'R \� ' . T This cab h to be used when design speed o O \ _ - S' /p "� / / / / / / / ,.c CQ T \ \J5 - Is 40 MPH or less on Rural highways and Nog: Curb having o rodtus of 300 ft or in$ _ \ \ .s,0 \ \ I\ \ \ Oro n / / / / C pC _ �Oa _ • • surface 43 MPH a lase in developed urban od (818-9 }oee of tvb)rill a paid fa as radial _ o _ ; ` \ ` I \ 1 \ 5 0 5 - \ / / / / / / / _ `' \ Q \ ` C ' �s . 9060 suburban areas. The depth of a,re may M reduced as muds as 3' -1) v _ - (IS`deplh)or increased ro much of 3"(21`d•tNl,) 0 \ \ � I \ \ � / / G' 2 10'R.- 1 • : .':• Ltee• in Order " top the course oOf fheab will coincide i r� \ \ \ \ % \ J , / / _ - • I G : ,, L I s• wbstrM" Otherrise the depth a to be 19.06 N -5/0 i \ � / / ( \ \ \ \ \ \ / / - / •� f sr3 . is,, I 0 - it• mode tar o decrease Or on increase de tR .,• ACCEPTABLE ALTERNATE P IF CURB IS EXTRUDE 'QC ;o , `' : \ _ SPECIFICATION STANDARD 6° CU - • Q = REFERENCE CURB � 5 / 5 i; 0/ O / / / / / � o �4 � \ 105.024 VIRGINIA DEPARTMENT . / __ \ \ / / � \ N / / / • /O R 5 J TRANSPORTATION 20101 _ San . to / 15 / �C, �0 �. I CG j Sewer / r i 5 �' / -y1� . / / /� i 1 � ti 5 / 5 -` i -Q \ \ \ \\ \ \ \ ' // / / / // / / / / :rO /OR / r0 520, loo, I __� \ \ \ \�/ " - ; , . . . .. z 1-1 '__'� 0 - � � - '____ _� � . - - ___ t ��_l - ,\\ . 'N' �i�_:. - " / / . -.-. . 101, D 11 �_ '� - q '\ \ � . . , / I'll 11 17- - • _ - v 4■ 0 2'R - \ \ \ / / / F. F, 5 2 3. 9 / / / �., / / - • d:. :.. . .o / � 3 / .. • \ F F. 5 / 6 . 2 \ \ \ \ \ / / / / / / / / � / / 5 3 0 / / / / O :i . ', i ..''� :e, e . ' • -. .' , MAX. BLDG. HE. /G H T : 53\ .' \ \ \ \ \ / / / V / y / ,' --- / .•.''' .�:. .• , The bottom w of construuc .and 5 2 O BASE. LEVEL TO`PEAK OF ROOF (typ ) 1 \ /�j0 / / / / / / / • 25 "'� �' \ 1 \ 1 / h / / / / / a• /5 / / \ / AW �'���� parallel to IM slope of sub- - \ \ \ 1 1 / / 535. • t ;�' ' / / 5 2'-0` minimum depth of Toes o _ � ..e•. � _ _ _ \ % \ \ 1 \ •• /` / / Entrance Elev. / / � / \ /_ / L \ ' / / / 5 1 TMs area Troy be concrele maintained. \ _ \ / / / / � - / / of the option of the contractor ° \ \ \ \ �, / / /Cyr :_/ / O - \ \ \ \ • / - / / 9 This curb is to be used when .� - \ / / 535 5 / / \ ` on Rural highways and o dP45 or MPH or Nora: CamL curb 6 gutter having o rodlue En t r o n c e E/ e v. 5 2 7. 7 \ \ ,-: � � design >, \ \ / / • \ / �% Jr �v lase In developed urban 8 suburban :r . / ' • • / / r e l • of 300 or less (otorq fast of tub) end o /33 areas. be void for as radial combtriotan b B ,r / - L Q - �. iI I 14 / 5 / Hyd� nt - "RCP era, gutter. cw / 3 5 ' - � 5 / -, TMs Nam may be precast or coal in plow. • / ' L1 L r c' • //Or R U c : �.: _� �.- I I / '� Concrete to nr Gass A3 N wf N place, 4, d 71 1 / - - 'k ti �, ' -7,11 � 4000PSI N precoet r l /2' WIDE /2' WIDE 6' ° o / \ \ \ 1 ` it) I I I O l hr / / /Plugged /• / h30 „BB„ �� � � 20 ��" " Eose�5 3 `L t` NEW TURN � NEW THRU J / \ \ I I I 1 N h / 1 ' / / / B Cross to , B -Woter Line 8 "x4 "Tee Q) o o / \ h h I • / / / @J 4 W LANE � LANE h 5 2 5 \ I \ I 1 I Water L/ ne / • , //, r 3 Gote Vo /vas \ � /w /4 "1/i;71 Ve SP t I ION II oz o2 ,,LU \ \ \ \ t I 1 l /o'R /O'R :..Y;::ti: h / REFERENCE COMBINATION 6 CURB & GUTTER .� �k �g o - r I / ti � to to \ \ San . Sewer • / /5'� RCP \ t, / 6 / / 105024 VIRGINIA DEPARTMENT s l l / 43 C' 2.33 ° 4 3 rd 2.33 ° 1 of c� 41 h 3 � V i 1� %, ' I � IR W Q o o \� - - r o' \ ° N \ G " 1 I / / / � i 2ot03 EX /ST. i++ R / 4 . / ' NEW RELOCArCO \ o' m 11 Q \ o, O \ ``� \ \ G I /5 "RCP -,: .: ,`T- / / • / f \ \ 0 : -:'.: / - \ / TRANSPORTATION GUARDRAIL //4 • / l � / f ` \ \ I - / / / / t-' i \ -.7-- - -- ( -- - - - _ - GUARD RAIL 5 25 _ S \ �_J / j' - - - - - -�• EX /ST. _ � e. -- \ \ 1 \ I 1 • "T / / - p / / SEC / /ON A A GUARDRA /L To _'s 11 �q \ \ \ \ 1 \ I I / 5 4O / / / / HE RELOCA TED �c90 - _ I .. 1 ' I l / / /, / 0 / i / / s / / / 0 Ci I l - o - _ l t � ti / / A EMEN T SPECS ° °E` • // 5 5 „ AGGR. BASE MATER /AL TYPE / , SIZE 214 \ __ \ -�- 6 " ASPH. CONCRETE TYPE BM -2 \ / S30 h / / // // M 1 N� z.- " 1-- I I � , �T` 165 /bs pay ASPH. CONCRETE TYPE SM- 2A OR v ``, � __1 � \ \ \ \ \\ \' / / / / / / / // / //� /• / /// V W � CA TA GORY V/ TYPE PA VEM ENT EOUAL :' .r _ - _ �\ ;; F. F. 526.26 `I \ \ \ F. F. 529. 6O/ / / / // / / ` I l /l /,- / c / CROSSHATCHE /2 WIDE /2 WIDE `' \ \ 1 \ `` �. /�/ / / / •, I///// SCALE I I O TRANS /T /ON NEW THRU N EW TURN _ 1 I 1 / I I \ 1 / / / / / "/J 11 ' 0 / / __ LANE LANE ti I / / // / 1 / • �� t� / L A N E 3 \ - I I I I I \ \ �-/ / / / ::' . ;:.'. / / of •, / I. / / / o � o Lk. - _ � / / / '/ / 1 / / / i \ \ \ \ 1 \/ 1 / / / / / ? `\ ` \ \ I \ 1 / / / / I j � W 3 0 \ \ r Entrance \ \ l j / / / / / / / ;/ ./ /�, -:.: o z o z e 2 to - 5 3 5 E/e v. 5 7 � \, I i / , / / / /0 / / / 1>r' / / � =_ / tutki W 4t h � \ h \ 3 76 Entrance E/ev. 539./ 0 / 5A / /OR \ .. Ij F_ ��� � h y W h Q O rt \ \ \ o \ \ `"^� \ \ / / >'• // / • l� /Il(r , // `/O �R 4 i � - Q W k a� h \ I / / �// r f v \ I �o / 4, a I W a �,- - - - - -- \ \ O \ \ \ \ / / Gj / /�V //-'- 545 \ / <:_1 s //4 ". / � CG -6 530 F \ I / / EX /ST. GROUND -- / //4 ": /' \ \ \ \ ` / __ h / / /d4 I Q \ / khR 00% `�� 5 - -- - - - _ \ \ ` / I / / / / , / i loo �C,o _�' _ - - - - -- - - - _ \ \ ° \ \ \ / l • f.�l / y Q h / / / / / ,Ll�-` /j / - . 1. SECTION -- BB \ \ I I l llOR� /OAR /2V ti' / / ` °. \ - :Storm Dro /n: ,' ` }'~ l / / \ ('' / / PAVEMENT SPECS• \ ;•;:"' I I J / I 5 " AGGR. BASE MATERIAL TYPE / , SIZE 214 \ 6 ASPH. CONCRETE, TYPE BM -2 \ • 165 /bs pay ASPH. CONCRETE, TYPE SM- 24 OR \ _ �_ �_ _ �,_ _ � _ i / ArAIIII \ \ \ \ // 1 I . I /', l5' / / R \ \N. \ \ \ / /II I` rz • CA TAGOR Y V/ TYPE PA VEMENT EQUAL \\ c \ \ \ \ \ O , \ S30\ \ \ l I I I I tco O - I... \ \ \ Cli it - t f 0`0 ` \ \\ \_\ \ \ I i I \ 1 \ I I 1 I I� I. '. 0 1 1 / / oo , P L A N S C A L E l 3 O _,\ \ �� \ �\ it) \\ \\ / I \\ I 'z I I I I 1 1 X 4 5 3 1 I/ / / _/ 1 1 \ \ 1 1 G. I I l / '' % contour inter va / = / �� I 1 \ \ \ ) 1 \ \ \ I / / / / /'c/ 11 V-1 / /1 /a � o / / / /� // �I 11 I i GRAD /IVG 8f UT /L /T /ES Sheet No. 2 of - 14 Sheets March 15, 1993 Revisions P /n.,..,,a ca,..... *s o{ G -// 4,-sA ea.n,....r t r .f T- 1,1 Jp ,,.__e..r: of �- •. dr A. �...... "t B 36 9 -� -5'3 --/D c A -,, .,. "s .f - 9 L-� ✓17 vDarce....e..>`r./' 9-/S 9 -/G J.D ✓L.Te.__...ft • " 9-30 /0 -(/-99 \ - `\ I \ , ; i 1 � \ \\ mss_ \ / I / ,,,� '/ l l 11,1,• l ,� f `� �I , 1 � � LL-11 \ 2 ,l /I, / l l I/I �/ 35 R /� / / I -- C G _ - , ,� 5 4 0 -Q \ \ / _ r • ,: \ 1 / -- _� I _ // l �, 2 Per//tonent Droin�Eose. Pr o p o s e d R/ W Margin 5 4 O -� I /' \� \ 535 - - /(1 • CG -12 /�� ,� Phase One Phase Two ( \ \ \ 530 - - - -- - •Curb cut / CG -/2 - -/5 RCP ZBO @ /. B _ Co n s t ruc t i _ /' \N \\ _ - - _ _ _ - - -- _ - _ >�rr / • - - - - - - - on Extension - - - - - - - - - - - _ _ - _ - - - - _ - _ - -_ 5 3 5 h� �/I • / _ -- Exist. R/W Margin \ -535 � - -- �� : / 1 -- = __ - -_ N 33 35 , 36 „ E- -'/ O 4 6 3Z � - -- i -- J � r__ �- -� \v / '�_ - - - - -- - - - -- - -��/ 36'Toper \ ( \` �� /50 Turn Lane \\ /00 To Exist. R/W Margin - - _ - - per .Y - - - - - ------ - - -- - - - - �i _ � .✓ _ 0 Exist. G�rardroi/ to be re/ •e -o-re� � _ -� �� - - - -- _ 495' Transition Lane 6_1 / / 't /0O' Toper 50 ' Turn LaIII / . \�\\\\� \ \ \ \ \ � \ � � S 495 ' Transition Lane S T A T E R O\ U T_ E_ 7 -4. 2 S0� - To Ch o r /o t t e s v i /% \ \ � _ Approx. Location /2x 8 Topping 5leev� To State Route 20 •- - \ \ \ \ \ \ Exist. /2 " Water Line \ 8 Valve _ \ \ \ \ _ - - _ - -- - - -_ _ _ _ � _ _ \ � ` __'AA's \ \ \ /�_`-- .- - - -_-_ _ =_ - - -__�_ --\ \- - - -__- \ ' \ / 4 r \ \ \ \ / � - II / - It , \ - - --_- -- - -- i 1 i ` �•� ��� �. �1 �. v / /h / 0 5 / Q( / / / - \ _ _ Subbase / I h / f f0 / / / : s � 8. / h / / 51C / / ' / • AO iS r1 2•RodNe / / / / / / / _ . to 'R \� ' . T This cab h to be used when design speed o O \ _ - S' /p "� / / / / / / / ,.c CQ T \ \J5 - Is 40 MPH or less on Rural highways and Nog: Curb having o rodtus of 300 ft or in$ _ \ \ .s,0 \ \ I\ \ \ Oro n / / / / C pC _ �Oa _ • • surface 43 MPH a lase in developed urban od (818-9 }oee of tvb)rill a paid fa as radial _ o _ ; ` \ ` I \ 1 \ 5 0 5 - \ / / / / / / / _ `' \ Q \ ` C ' �s . 9060 suburban areas. The depth of a,re may M reduced as muds as 3' -1) v _ - (IS`deplh)or increased ro much of 3"(21`d•tNl,) 0 \ \ � I \ \ � / / G' 2 10'R.- 1 • : .':• Ltee• in Order " top the course oOf fheab will coincide i r� \ \ \ \ % \ J , / / _ - • I G : ,, L I s• wbstrM" Otherrise the depth a to be 19.06 N -5/0 i \ � / / ( \ \ \ \ \ \ / / - / •� f sr3 . is,, I 0 - it• mode tar o decrease Or on increase de tR .,• ACCEPTABLE ALTERNATE P IF CURB IS EXTRUDE 'QC ;o , `' : \ _ SPECIFICATION STANDARD 6° CU - • Q = REFERENCE CURB � 5 / 5 i; 0/ O / / / / / � o �4 � \ 105.024 VIRGINIA DEPARTMENT . / __ \ \ / / � \ N / / / • /O R 5 J TRANSPORTATION 20101 _ San . to / 15 / �C, �0 �. I CG j Sewer / r i 5 �' / -y1� . / / /� i 1 � ti 5 / 5 -` i -Q \ \ \ \\ \ \ \ ' // / / / // / / / / :rO /OR / r0 520, loo, I __� \ \ \ \�/ " - ; , . . . .. z 1-1 '__'� 0 - � � - '____ _� � . - - ___ t ��_l - ,\\ . 'N' �i�_:. - " / / . -.-. . 101, D 11 �_ '� - q '\ \ � . . , / I'll 11 17- - • _ - v 4■ 0 2'R - \ \ \ / / / F. F, 5 2 3. 9 / / / �., / / - • d:. :.. . .o / � 3 / .. • \ F F. 5 / 6 . 2 \ \ \ \ \ / / / / / / / / � / / 5 3 0 / / / / O :i . ', i ..''� :e, e . ' • -. .' , MAX. BLDG. HE. /G H T : 53\ .' \ \ \ \ \ / / / V / y / ,' --- / .•.''' .�:. .• , The bottom w of construuc .and 5 2 O BASE. LEVEL TO`PEAK OF ROOF (typ ) 1 \ /�j0 / / / / / / / • 25 "'� �' \ 1 \ 1 / h / / / / / a• /5 / / \ / AW �'���� parallel to IM slope of sub- - \ \ \ 1 1 / / 535. • t ;�' ' / / 5 2'-0` minimum depth of Toes o _ � ..e•. � _ _ _ \ % \ \ 1 \ •• /` / / Entrance Elev. / / � / \ /_ / L \ ' / / / 5 1 TMs area Troy be concrele maintained. \ _ \ / / / / � - / / of the option of the contractor ° \ \ \ \ �, / / /Cyr :_/ / O - \ \ \ \ • / - / / 9 This curb is to be used when .� - \ / / 535 5 / / \ ` on Rural highways and o dP45 or MPH or Nora: CamL curb 6 gutter having o rodlue En t r o n c e E/ e v. 5 2 7. 7 \ \ ,-: � � design >, \ \ / / • \ / �% Jr �v lase In developed urban 8 suburban :r . / ' • • / / r e l • of 300 or less (otorq fast of tub) end o /33 areas. be void for as radial combtriotan b B ,r / - L Q - �. iI I 14 / 5 / Hyd� nt - "RCP era, gutter. cw / 3 5 ' - � 5 / -, TMs Nam may be precast or coal in plow. • / ' L1 L r c' • //Or R U c : �.: _� �.- I I / '� Concrete to nr Gass A3 N wf N place, 4, d 71 1 / - - 'k ti �, ' -7,11 � 4000PSI N precoet r l /2' WIDE /2' WIDE 6' ° o / \ \ \ 1 ` it) I I I O l hr / / /Plugged /• / h30 „BB„ �� � � 20 ��" " Eose�5 3 `L t` NEW TURN � NEW THRU J / \ \ I I I 1 N h / 1 ' / / / B Cross to , B -Woter Line 8 "x4 "Tee Q) o o / \ h h I • / / / @J 4 W LANE � LANE h 5 2 5 \ I \ I 1 I Water L/ ne / • , //, r 3 Gote Vo /vas \ � /w /4 "1/i;71 Ve SP t I ION II oz o2 ,,LU \ \ \ \ t I 1 l /o'R /O'R :..Y;::ti: h / REFERENCE COMBINATION 6 CURB & GUTTER .� �k �g o - r I / ti � to to \ \ San . Sewer • / /5'� RCP \ t, / 6 / / 105024 VIRGINIA DEPARTMENT s l l / 43 C' 2.33 ° 4 3 rd 2.33 ° 1 of c� 41 h 3 � V i 1� %, ' I � IR W Q o o \� - - r o' \ ° N \ G " 1 I / / / � i 2ot03 EX /ST. i++ R / 4 . / ' NEW RELOCArCO \ o' m 11 Q \ o, O \ ``� \ \ G I /5 "RCP -,: .: ,`T- / / • / f \ \ 0 : -:'.: / - \ / TRANSPORTATION GUARDRAIL //4 • / l � / f ` \ \ I - / / / / t-' i \ -.7-- - -- ( -- - - - _ - GUARD RAIL 5 25 _ S \ �_J / j' - - - - - -�• EX /ST. _ � e. -- \ \ 1 \ I 1 • "T / / - p / / SEC / /ON A A GUARDRA /L To _'s 11 �q \ \ \ \ 1 \ I I / 5 4O / / / / HE RELOCA TED �c90 - _ I .. 1 ' I l / / /, / 0 / i / / s / / / 0 Ci I l - o - _ l t � ti / / A EMEN T SPECS ° °E` • // 5 5 „ AGGR. BASE MATER /AL TYPE / , SIZE 214 \ __ \ -�- 6 " ASPH. CONCRETE TYPE BM -2 \ / S30 h / / // // M 1 N� z.- " 1-- I I � , �T` 165 /bs pay ASPH. CONCRETE TYPE SM- 2A OR v ``, � __1 � \ \ \ \ \\ \' / / / / / / / // / //� /• / /// V W � CA TA GORY V/ TYPE PA VEM ENT EOUAL :' .r _ - _ �\ ;; F. F. 526.26 `I \ \ \ F. F. 529. 6O/ / / / // / / ` I l /l /,- / c / CROSSHATCHE /2 WIDE /2 WIDE `' \ \ 1 \ `` �. /�/ / / / •, I///// SCALE I I O TRANS /T /ON NEW THRU N EW TURN _ 1 I 1 / I I \ 1 / / / / / "/J 11 ' 0 / / __ LANE LANE ti I / / // / 1 / • �� t� / L A N E 3 \ - I I I I I \ \ �-/ / / / ::' . ;:.'. / / of •, / I. / / / o � o Lk. - _ � / / / '/ / 1 / / / i \ \ \ \ 1 \/ 1 / / / / / ? `\ ` \ \ I \ 1 / / / / I j � W 3 0 \ \ r Entrance \ \ l j / / / / / / / ;/ ./ /�, -:.: o z o z e 2 to - 5 3 5 E/e v. 5 7 � \, I i / , / / / /0 / / / 1>r' / / � =_ / tutki W 4t h � \ h \ 3 76 Entrance E/ev. 539./ 0 / 5A / /OR \ .. Ij F_ ��� � h y W h Q O rt \ \ \ o \ \ `"^� \ \ / / >'• // / • l� /Il(r , // `/O �R 4 i � - Q W k a� h \ I / / �// r f v \ I �o / 4, a I W a �,- - - - - -- \ \ O \ \ \ \ / / Gj / /�V //-'- 545 \ / <:_1 s //4 ". / � CG -6 530 F \ I / / EX /ST. GROUND -- / //4 ": /' \ \ \ \ ` / __ h / / /d4 I Q \ / khR 00% `�� 5 - -- - - - _ \ \ ` / I / / / / , / i loo �C,o _�' _ - - - - -- - - - _ \ \ ° \ \ \ / l • f.�l / y Q h / / / / / ,Ll�-` /j / - . 1. SECTION -- BB \ \ I I l llOR� /OAR /2V ti' / / ` °. \ - :Storm Dro /n: ,' ` }'~ l / / \ ('' / / PAVEMENT SPECS• \ ;•;:"' I I J / I 5 " AGGR. BASE MATERIAL TYPE / , SIZE 214 \ 6 ASPH. CONCRETE, TYPE BM -2 \ • 165 /bs pay ASPH. CONCRETE, TYPE SM- 24 OR \ _ �_ �_ _ �,_ _ � _ i / ArAIIII \ \ \ \ // 1 I . I /', l5' / / R \ \N. \ \ \ / /II I` rz • CA TAGOR Y V/ TYPE PA VEMENT EQUAL \\ c \ \ \ \ \ O , \ S30\ \ \ l I I I I tco O - I... \ \ \ Cli it - t f 0`0 ` \ \\ \_\ \ \ I i I \ 1 \ I I 1 I I� I. '. 0 1 1 / / oo , P L A N S C A L E l 3 O _,\ \ �� \ �\ it) \\ \\ / I \\ I 'z I I I I 1 1 X 4 5 3 1 I/ / / _/ 1 1 \ \ 1 1 G. I I l / '' % contour inter va / = / �� I 1 \ \ \ ) 1 \ \ \ I / / / / /'c/ 11 V-1 / /1 /a � o / / / /� // �I 11 I i GRAD /IVG 8f UT /L /T /ES Sheet No. 2 of - 14 Sheets March 15, 1993 Revisions P /n.,..,,a ca,..... *s o{ G -// 4,-sA ea.n,....r t r .f T- 1,1 Jp ,,.__e..r: of �- •. dr A. �...... "t B 36 9 -� -5'3 --/D c A -,, .,. "s .f - 9 L-� ✓17 vDarce....e..>`r./' 9-/S 9 -/G J.D ✓L.Te.__...ft • " 9-30 /0 -(/-99 \ - `\ I \ , ; i 1 � \ \\ mss_ \ / I / ,,,� '/ l l 11,1,• l ,� f `� �I , 1 � � LL-11 \ 2 ,l /I, / l l I/I �/ 35 R /� / / I -- C G _ - , ,� 5 4 0 -Q \ \ / _ r • ,: \ 1 / -- _� I _ // l �, 2 Per//tonent Droin�Eose. Pr o p o s e d R/ W Margin 5 4 O -� I /' \� \ 535 - - /(1 • CG -12 /�� ,� Phase One Phase Two ( \ \ \ 530 - - - -- - •Curb cut / CG -/2 - -/5 RCP ZBO @ /. B _ Co n s t ruc t i _ /' \N \\ _ - - _ _ _ - - -- _ - _ >�rr / • - - - - - - - on Extension - - - - - - - - - - - _ _ - _ - - - - _ - _ - -_ 5 3 5 h� �/I • / _ -- Exist. R/W Margin \ -535 � - -- �� : / 1 -- = __ - -_ N 33 35 , 36 „ E- -'/ O 4 6 3Z � - -- i -- J � r__ �- -� \v / '�_ - - - - -- - - - -- - -��/ 36'Toper \ ( \` �� /50 Turn Lane \\ /00 To Exist. R/W Margin - - _ - - per .Y - - - - - ------ - - -- - - - - �i _ � .✓ _ 0 Exist. G�rardroi/ to be re/ •e -o-re� � _ -� �� - - - -- _ 495' Transition Lane 6_1 / / 't /0O' Toper 50 ' Turn LaIII / . \�\\\\� \ \ \ \ \ � \ � � S 495 ' Transition Lane S T A T E R O\ U T_ E_ 7 -4. 2 S0� - To Ch o r /o t t e s v i /% \ \ � _ Approx. Location /2x 8 Topping 5leev� To State Route 20 •- - \ \ \ \ \ \ Exist. /2 " Water Line \ 8 Valve _ \ \ \ \ _ - - _ - -- - - -_ _ _ _ � _ _ \ � ` __'AA's \ \ \ /�_`-- .- - - -_-_ _ =_ - - -__�_ --\ \- - - -__- \ ' \ / 4 r \ \ \ \ / � - II / - It , \ 14 / 5 / Hyd� nt - "RCP era, gutter. cw / 3 5 ' - � 5 / -, TMs Nam may be precast or coal in plow. • / ' L1 L r c' • //Or R U c : �.: _� �.- I I / '� Concrete to nr Gass A3 N wf N place, 4, d 71 1 / - - 'k ti �, ' -7,11 � 4000PSI N precoet r l /2' WIDE /2' WIDE 6' ° o / \ \ \ 1 ` it) I I I O l hr / / /Plugged /• / h30 „BB„ �� � � 20 ��" " Eose�5 3 `L t` NEW TURN � NEW THRU J / \ \ I I I 1 N h / 1 ' / / / B Cross to , B -Woter Line 8 "x4 "Tee Q) o o / \ h h I • / / / @J 4 W LANE � LANE h 5 2 5 \ I \ I 1 I Water L/ ne / • , //, r 3 Gote Vo /vas \ � /w /4 "1/i;71 Ve SP t I ION II oz o2 ,,LU \ \ \ \ t I 1 l /o'R /O'R :..Y;::ti: h / REFERENCE COMBINATION 6 CURB & GUTTER .� �k �g o - r I / ti � to to \ \ San . Sewer • / /5'� RCP \ t, / 6 / / 105024 VIRGINIA DEPARTMENT s l l / 43 C' 2.33 ° 4 3 rd 2.33 ° 1 of c� 41 h 3 � V i 1� %, ' I � IR W Q o o \� - - r o' \ ° N \ G " 1 I / / / � i 2ot03 EX /ST. i++ R / 4 . / ' NEW RELOCArCO \ o' m 11 Q \ o, O \ ``� \ \ G I /5 "RCP -,: .: ,`T- / / • / f \ \ 0 : -:'.: / - \ / TRANSPORTATION GUARDRAIL //4 • / l � / f ` \ \ I - / / / / t-' i \ -.7-- - -- ( -- - - - _ - GUARD RAIL 5 25 _ S \ �_J / j' - - - - - -�• EX /ST. _ � e. -- \ \ 1 \ I 1 • "T / / - p / / SEC / /ON A A GUARDRA /L To _'s 11 �q \ \ \ \ 1 \ I I / 5 4O / / / / HE RELOCA TED �c90 - _ I .. 1 ' I l / / /, / 0 / i / / s / / / 0 Ci I l - o - _ l t � ti / / A EMEN T SPECS ° °E` • // 5 5 „ AGGR. BASE MATER /AL TYPE / , SIZE 214 \ __ \ -�- 6 " ASPH. CONCRETE TYPE BM -2 \ / S30 h / / // // M 1 N� z.- " 1-- I I � , �T` 165 /bs pay ASPH. CONCRETE TYPE SM- 2A OR v ``, � __1 � \ \ \ \ \\ \' / / / / / / / // / //� /• / /// V W � CA TA GORY V/ TYPE PA VEM ENT EOUAL :' .r _ - _ �\ ;; F. F. 526.26 `I \ \ \ F. F. 529. 6O/ / / / // / / ` I l /l /,- / c / CROSSHATCHE /2 WIDE /2 WIDE `' \ \ 1 \ `` �. /�/ / / / •, I///// SCALE I I O TRANS /T /ON NEW THRU N EW TURN _ 1 I 1 / I I \ 1 / / / / / "/J 11 ' 0 / / __ LANE LANE ti I / / // / 1 / • �� t� / L A N E 3 \ - I I I I I \ \ �-/ / / / ::' . ;:.'. / / of •, / I. / / / o � o Lk. - _ � / / / '/ / 1 / / / i \ \ \ \ 1 \/ 1 / / / / / ? `\ ` \ \ I \ 1 / / / / I j � W 3 0 \ \ r Entrance \ \ l j / / / / / / / ;/ ./ /�, -:.: o z o z e 2 to - 5 3 5 E/e v. 5 7 � \, I i / , / / / /0 / / / 1>r' / / � =_ / tutki W 4t h � \ h \ 3 76 Entrance E/ev. 539./ 0 / 5A / /OR \ .. Ij F_ ��� � h y W h Q O rt \ \ \ o \ \ `"^� \ \ / / >'• // / • l� /Il(r , // `/O �R 4 i � - Q W k a� h \ I / / �// r f v \ I �o / 4, a I W a �,- - - - - -- \ \ O \ \ \ \ / / Gj / /�V //-'- 545 \ / <:_1 s //4 ". / � CG -6 530 F \ I / / EX /ST. GROUND -- / //4 ": /' \ \ \ \ ` / __ h / / /d4 I Q \ / khR 00% `�� 5 - -- - - - _ \ \ ` / I / / / / , / i loo �C,o _�' _ - - - - -- - - - _ \ \ ° \ \ \ / l • f.�l / y Q h / / / / / ,Ll�-` /j / - . 1. SECTION -- BB \ \ I I l llOR� /OAR /2V ti' / / ` °. \ - :Storm Dro /n: ,' ` }'~ l / / \ ('' / / PAVEMENT SPECS• \ ;•;:"' I I J / I 5 " AGGR. BASE MATERIAL TYPE / , SIZE 214 \ 6 ASPH. CONCRETE, TYPE BM -2 \ • 165 /bs pay ASPH. CONCRETE, TYPE SM- 24 OR \ _ �_ �_ _ �,_ _ � _ i / ArAIIII \ \ \ \ // 1 I . I /', l5' / / R \ \N. \ \ \ / /II I` rz • CA TAGOR Y V/ TYPE PA VEMENT EQUAL \\ c \ \ \ \ \ O , \ S30\ \ \ l I I I I tco O - I... \ \ \ Cli it - t f 0`0 ` \ \\ \_\ \ \ I i I \ 1 \ I I 1 I I� I. '. 0 1 1 / / oo , P L A N S C A L E l 3 O _,\ \ �� \ �\ it) \\ \\ / I \\ I 'z I I I I 1 1 X 4 5 3 1 I/ / / _/ 1 1 \ \ 1 1 G. I I l / '' % contour inter va / = / �� I 1 \ \ \ ) 1 \ \ \ I / / / / /'c/ 11 V-1 / /1 /a � o / / / /� // �I 11 I i GRAD /IVG 8f UT /L /T /ES Sheet No. 2 of - 14 Sheets March 15, 1993 Revisions P /n.,..,,a ca,..... *s o{ G -// 4,-sA ea.n,....r t r .f T- 1,1 Jp ,,.__e..r: of �- •. dr A. �...... "t B 36 9 -� -5'3 --/D c A -,, .,. "s .f - 9 L-� ✓17 vDarce....e..>`r./' 9-/S 9 -/G J.D ✓L.Te.__...ft • " 9-30 /0 -(/-99 \ - `\ I \ , ; i 1 � \ \\ mss_ \ / I / ,,,� '/ l l 11,1,• l ,� f `� �I , 1 � � LL-11 \ 2 ,l /I, / l l I/I �/ 35 R /� / / I -- C G _ - , ,� 5 4 0 -Q \ \ / _ r • ,: \ 1 / -- _� I _ // l �, 2 Per//tonent Droin�Eose. Pr o p o s e d R/ W Margin 5 4 O -� I /' \� \ 535 - - /(1 • CG -12 /�� ,� Phase One Phase Two ( \ \ \ 530 - - - -- - •Curb cut / CG -/2 - -/5 RCP ZBO @ /. B _ Co n s t ruc t i _ /' \N \\ _ - - _ _ _ - - -- _ - _ >�rr / • - - - - - - - on Extension - - - - - - - - - - - _ _ - _ - - - - _ - _ - -_ 5 3 5 h� �/I • / _ -- Exist. R/W Margin \ -535 � - -- �� : / 1 -- = __ - -_ N 33 35 , 36 „ E- -'/ O 4 6 3Z � - -- i -- J � r__ �- -� \v / '�_ - - - - -- - - - -- - -��/ 36'Toper \ ( \` �� /50 Turn Lane \\ /00 To Exist. R/W Margin - - _ - - per .Y - - - - - ------ - - -- - - - - �i _ � .✓ _ 0 Exist. G�rardroi/ to be re/ •e -o-re� � _ -� �� - - - -- _ 495' Transition Lane 6_1 / / 't /0O' Toper 50 ' Turn LaIII / . \�\\\\� \ \ \ \ \ � \ � � S 495 ' Transition Lane S T A T E R O\ U T_ E_ 7 -4. 2 S0� - To Ch o r /o t t e s v i /% \ \ � _ Approx. Location /2x 8 Topping 5leev� To State Route 20 •- - \ \ \ \ \ \ Exist. /2 " Water Line \ 8 Valve _ \ \ \ \ _ - - _ - -- - - -_ _ _ _ � _ _ \ � ` __'AA's \ \ \ /�_`-- .- - - -_-_ _ =_ - - -__�_ --\ \- - - -__- \ ' \ / 4 r \ \ \ \ / � - II / - It , \ \ \ \ \ // 1 I . I /', l5' / / R \ \N. \ \ \ / /II I` rz • CA TAGOR Y V/ TYPE PA VEMENT EQUAL \\ c \ \ \ \ \ O , \ S30\ \ \ l I I I I tco O - I... \ \ \ Cli it - t f 0`0 ` \ \\ \_\ \ \ I i I \ 1 \ I I 1 I I� I. '. 0 1 1 / / oo , P L A N S C A L E l 3 O _,\ \ �� \ �\ it) \\ \\ / I \\ I 'z I I I I 1 1 X 4 5 3 1 I/ / / _/ 1 1 \ \ 1 1 G. I I l / '' % contour inter va / = / �� I 1 \ \ \ ) 1 \ \ \ I / / / / /'c/ 11 V-1 / /1 /a � o / / / /� // �I 11 I i GRAD /IVG 8f UT /L /T /ES Sheet No. 2 of - 14 Sheets March 15, 1993 Revisions P /n.,..,,a ca,..... *s o{ G -// 4,-sA ea.n,....r t r .f T- 1,1 Jp ,,.__e..r: of �- •. dr A. �...... "t B 36 9 -� -5'3 --/D c A -,, .,. "s .f - 9 L-� ✓17 vDarce....e..>`r./' 9-/S 9 -/G J.D ✓L.Te.__...ft • " 9-30 /0 -(/-99 \ - `\ I \ , ; i 1 � \ \\ mss_ \ / I / ,,,� '/ l l 11,1,• l ,� f `� �I , 1 � � LL-11 \ 2 ,l /I, / l l I/I �/ 35 R /� / / I -- C G _ - , ,� 5 4 0 -Q \ \ / _ r • ,: \ 1 / -- _� I _ // l �, 2 Per//tonent Droin�Eose. Pr o p o s e d R/ W Margin 5 4 O -� I /' \� \ 535 - - /(1 • CG -12 /�� ,� Phase One Phase Two ( \ \ \ 530 - - - -- - •Curb cut / CG -/2 - -/5 RCP ZBO @ /. B _ Co n s t ruc t i _ /' \N \\ _ - - _ _ _ - - -- _ - _ >�rr / • - - - - - - - on Extension - - - - - - - - - - - _ _ - _ - - - - _ - _ - -_ 5 3 5 h� �/I • / _ -- Exist. R/W Margin \ -535 � - -- �� : / 1 -- = __ - -_ N 33 35 , 36 „ E- -'/ O 4 6 3Z � - -- i -- J � r__ �- -� \v / '�_ - - - - -- - - - -- - -��/ 36'Toper \ ( \` �� /50 Turn Lane \\ /00 To Exist. R/W Margin - - _ - - per .Y - - - - - ------ - - -- - - - - �i _ � .✓ _ 0 Exist. G�rardroi/ to be re/ •e -o-re� � _ -� �� - - - -- _ 495' Transition Lane 6_1 / / 't /0O' Toper 50 ' Turn LaIII / . \�\\\\� \ \ \ \ \ � \ � � S 495 ' Transition Lane S T A T E R O\ U T_ E_ 7 -4. 2 S0� - To Ch o r /o t t e s v i /% \ \ � _ Approx. Location /2x 8 Topping 5leev� To State Route 20 •- - \ \ \ \ \ \ Exist. /2 " Water Line \ 8 Valve _ \ \ \ \ _ - - _ - -- - - -_ _ _ _ � _ _ \ � ` __'AA's \ \ \ /�_`-- .- - - -_-_ _ =_ - - -__�_ --\ \- - - -__- \ ' \ / 4 r \ \ \ \ / � - II / - It , \ \ - `\ I \ , ; i 1 � \ \\ mss_ \ / I / ,,,� '/ l l 11,1,• l ,� f `� �I , 1 � � LL-11 \ 2 ,l /I, / l l I/I �/ 35 R /� / / I -- C G _ - , ,� 5 4 0 -Q \ \ / _ r • ,: \ 1 / -- _� I _ // l �, 2 Per//tonent Droin�Eose. Pr o p o s e d R/ W Margin 5 4 O -� I /' \� \ 535 - - /(1 • CG -12 /�� ,� Phase One Phase Two ( \ \ \ 530 - - - -- - •Curb cut / CG -/2 - -/5 RCP ZBO @ /. B _ Co n s t ruc t i _ /' \N \\ _ - - _ _ _ - - -- _ - _ >�rr / • - - - - - - - on Extension - - - - - - - - - - - _ _ - _ - - - - _ - _ - -_ 5 3 5 h� �/I • / _ -- Exist. R/W Margin \ -535 � - -- �� : / 1 -- = __ - -_ N 33 35 , 36 „ E- -'/ O 4 6 3Z � - -- i -- J � r__ �- -� \v / '�_ - - - - -- - - - -- - -��/ 36'Toper \ ( \` �� /50 Turn Lane \\ /00 To Exist. R/W Margin - - _ - - per .Y - - - - - ------ - - -- - - - - �i _ � .✓ _ 0 Exist. G�rardroi/ to be re/ •e -o-re� � _ -� �� - - - -- _ 495' Transition Lane 6_1 / / 't /0O' Toper 50 ' Turn LaIII / . \�\\\\� \ \ \ \ \ � \ � � S 495 ' Transition Lane S T A T E R O\ U T_ E_ 7 -4. 2 S0� - To Ch o r /o t t e s v i /% \ \ � _ Approx. Location /2x 8 Topping 5leev� To State Route 20 •- - \ \ \ \ \ \ Exist. /2 " Water Line \ 8 Valve _ \ \ \ \ _ - - _ - -- - - -_ _ _ _ � _ _ \ � ` __'AA's \ \ \ /�_`-- .- - - -_-_ _ =_ - - -__�_ --\ \- - - -__- \ ' \ / 4 r \ \ \ \ / � - II / - It , \ / S 29 0 00 1 / 5 W SANITARY SEWER STRUCTURES KEY TOP INV. IN INV. OUT INLET A 421.20 418.20 418.00 B 447.00 440.20 440.00 C 488.00 449.00 448.80 D 458.00 451.70 451.50 E 465.00 457.20 457.00 F 485.00 460.112 459.92 © 488.00 483.20 483.00 H 494.80 486.42 488.22 J 504.50 497.20 497.00 K 527.20 518.84 518.84 L 532.90 520.47 520.27 528.00 M 527.50 8 523.00 N 536.70 9 532.20 P 510.80 529.30 508.00 O 516.50 ' 8 -4 510.00 R 488.00 11 464.00 S 494.00 488.48 485.28 T 515.10 503.00 502.80 515.00 U 527.70 519.37 519.17 STORM DRAINAGE STRUCTURES N0. TYPE L TOP INV. IN INV. OUT 1 DI -T 856 554.6 4 549.6 2 DI -3B 8 549.50 544.50 544.40 3 DI -3A 6 546.30 541.30 541.20 4 DI -3A I' -0' 545.70 539.70 539.60 5 DI -3A 4' -9a' 547.90 23.83 543.40 6 D1 -3A 2568 538.80 532.30 532.20 7 01-313 8 538.90 533.40 533.30 8 DI -36 8 538.90 V -21* 534,40 9 D11-3A r-3�' 538.80 529.30 529.20 10 D11-3A ' 8 -4 537.80 89.23 533.30 11 DI -36 8 528.00 521.50 521.40 12 D11-36 4 520.10 515.10 515.00 13 D11-36 8 520.10 515.80 14 DI -3B 8 511.30 506.30 506.20 15 DI -3B 8 506.10 500.10 500.00 16 DI -3B 8 502.60 494.32 494.12 17 D11-3A 501.30 495.32 18 DI -3A 495.30 490.55, 490.30 489.70 19 DI -3C 6 502.80 495.85, 495.60 495.50 20 DI -38 4 505.TO 501.20 501.10 921 D11-36 12 507.30 502.80 502.70 22 DI -3C 6 502.60 496.60 496.50 23 DI -36 8 503.70 498.00 497.90 24 DI -3A 507.00 502.00 25 I- B D 3 10 5 4. 0 O 0 499 00 498.90 26 DI -3A 510.80 506.00 505.90 27 D11-3A 511.90 506.90 506.80 28 MH 524.50 517.70 517.80 29 DI -3A 524.50 519.00 518.75 30 DI -3A 525.10 520.10 520.00 31 DI -3A 527.80 522.80 522.70 32 DI -3A 534.40 529.40 529.30 33 01-38 12 539.00 531.29 531.19 34 D1-3A 527.70 520.70 520.80 35 DI -3A 527.70 522.70 36 DI -3A 528.30 521.80 521.70 37 DI -3A 530.80 525.10 525.00 38 DI -3A 530.60 526.10 39 DI -3A 490.80 483.12 483.02 40 DI -3A 483.90 479.15, 478.40 478.30 41 DI -3A 483.70 479.70 42 MH 480.50 475.50 475.40 43 MH 485.00 458.24 457.20 P I P E T R E N C H D E T A I L n. t. s . .4 4 0 0 C ALL PIPES MUST BE INSTALLED INCORPORATING MIN /MUM TRENCH DEPTH NOTE : THERE IS TO BE A 20' WIDE DRAINAGE EASEMENT CENTERED OVER ALL STORM DRAINAGE LINES AND APPURTENANT STRUCTURES. ALL BUILDINGS ARE TO BE SPRINKLERED. THERE IS TO BE A 20' WIDE WATER AND /OR SEWER EASEMENT CENTERED OVER ALL WATER AND SEWER LINES AND APPURTENANT STRUCTURES. ALL FIRE SPRIIIKLER LINES SHALL HAVE BACKFLOW PREVENTION ' DEVICES INSTALLED ON THEM. \, HEIGHT HE T Of WALL IN F EE T NESS A T TO P d IN f T EE THICKNESS 5 AT BASE B' IN FEET COMPRESSION AT TOE AREA Of SECTION 3 1'-0' I'-9t' 856 4.83 4 I'-0' 2'-4 }' 1141 7.43 5 1'-0' 3'-0' 1427 10.63 6 I'-0' 3' -71' 1712 1 14.43 7 I' -0' 4' -2•}' 1997 18.63 8 I' -0' 4' -9a' 2283 23.83 • 9 1'-0' V-41• 2568 29.43 10 1'-D' 6' -0' 2653 35.63 11 1' -1}' 6' -71' 3139 I 42.98 12 1' -2r V -21* 3424 1 51.03 13 r-3�' 7'-9 ' 3709 59.78 !1 r -4 ' 8 -4 3 995 89.23 -1 5 - r 6' 9'-0' 42 8 0 79.3 8 •„ [r►Tara► ew arluL ' r %e � 3� e H2O-S16 Liw Load Dock Surcharge - Loaded 30e-► -mil.A A" rr. $.%. • M•• r3.•.• .+•....• Who v r.r er eAI- H Wsw ?"11 VON Tee of ur v...•«, ^ ., WW .M.. -•t -.- 3a• [.w•4. J.MW 0 M.,.N M .-".q W • W.., S" re M p.uW.r. -. ~ ..pq•d -.0 D - .•.• .w-.....Xi.% - ..,loss, 06" .;� T 9 v H•MOW h1 ft oy 3, eore8 / so" - •k H Ma Min erode � E - Top • i base, with min. of 1' A X E ►' Earth 100 I bur I 1 Cana L J/ p I• _1 ° 1�n • a !.B• 10 H -----M- NORETE MA Y RETAINING WALLS SPEC INFINITE SURCHARGE AND DECK SURCHARGE - LOADED REFERENIFICCE VIRGINIA VEPAFIrMENT 508 -- TIIANSPORTATION _ -- - -- _ -- -- - OR AN APPROVED E Q U A L PL A N 5 C A L E = / 11 = ,301 contour inte r v o / = / GRAD /NG 8 U T /L/ T/ ES Sheet No. 3 of 14 Shoots March 15, 1993 Revisions -, ,J.rt Ct,f, .� o._ .: rc ,� P /.v✓ ✓ eo- c. ,IJ of -// Aci.e co....'..+i .' 7-1-1 C -•- -•G .PJ f !-Z9 /.. _. Wt ,, e.- .,..+r B-3o ✓D C ..•.: o/.1 fi c• - -..,q W 8'30 9-j•i -�.D AC ?fi Cowne.h �� Q-9 19-ly7l 6 6 9. 42 W Z -4 Z V Q ELEVATION 459 - /00 YR FLOOD PLAIN OF LAKE 7T AX MAP 9/ PARCEL 2 , --:.- _ 00, 000 \ \ .-�"e""s`s" H /LL CREST LAND TRUST \ __I_ \ .1,_\ 1 1 I1 - '-I ,-, ,, I _N(5_ , _1 _ - "1 -I - a C 7 , - , 1, - 1 �_\ ', __ - ,, � - 1 1 -, � 1 ,N-,-:11, 1 , , :� �1� 1 ,,,1, I' _l` l %_ _ __. 1 1 _ _I,-s_,- e, __ _\ 1 - - - , - - _- � - , - _ _ , = .- ._=o. . _t:t:s�_ss�e es, .e s_s e� 7_ _, _ '•• O.B. // 28 - !03 _ _ _ - - - - - - - - - - - - - -_ - - - - - - - _ 6 \ ___ - �- - -- - - - - - -- - - -- - _ -_ ` ZONED R -/ �-_ .Z �` ` /5' PEDESTR /AN ACCESS EASEMENT_ �_ -r._ - -- - 460 USE: VACANT - o F \ \ - - - - - - - - - - - - - � _, - - - - - - - - - - �. 43 \ i- .. Q65� �-- -G- �- / �" -- - - � \ 2O � WIDE SAN SEWER \ // 2e 7' @ // So n. Sewer ���- / - - - - - - - _R \\ EASEMENT J, / B P VC Sow. Sewer -,---N"---- I - �--� - -124 @ 0.6 5 % \ \ --r-470 -� o - -= o- 4 7 0 r o �. _ 475 c - - -- -~ J - - 475�47Q \ 4 7 0 -480 � -- 3 N 480 . `° �- =-'475 \ DU MPS T E R PAD D E T A I L 485 � - - '.:.` _: _ _� y'` /'':. •: i i - - \: '�:� = -- -� _ �� i '� \\ 470 - - - •, i � . /O - / / / / - ./ __ _ / / , � - _ _I _ % /� 4 7 5 I I 7 'High Solid 47 5 _ '_ _ _ AREA WITH SLOPES OF 1 Imo` - _ _ _ - - - - F.F. 482.3 . / �_ i F. F. 479. 70 - , \ \4\ 03, / Privacy Fence F.F. 490. 03 T __ F. F. 4 8 8 . 7 / / ��F. F.487. 37 NTH S BU /LD {NG TO CON TA /N 4�HAND /CAPPED- ADAPTABLE UN TS 25 % O R GREATER - -- _ -_ __ --, - i / /, /� r! - __ - / /� / � --- \\ \` /// 460 :�O 11 / / / r - - I- / / / / r � � ° • a Q / - - / / � / - ` -- / / r -- - �- � \ \ -r, - • 1 - - - .- �� 0 r r ',�\ En trance / / - -En t ra n c e ,cr �' / / / o 11 ,/ i / \ 0, c' �ntronce - `� _ / / / Entrance- ^O E/ev,493.87 /Entrance E/ev. 49/.20 E/e \.488.53 o ° •.� 1 _ 4 8 5 E/ev. 50/.53 - Entrance E/e v. 500. 2� E /ev. 498.87 `'� �� / / i �•� Y-w 'ern 42 / \ ° 4 8 O r -- - - �� / / / � - / / �' v4 o/ a` I I 124 "RCP ° O.5' 4' Thick 1-1 __ _- / ' cp - - - = -� _ i / / / :\ - sr�s` / - \ e •�S` \ \ • • �� j ! 2,5 '@ //. 20 /o Po vem e n t Conc. Pad 114" / ,�' / r r - =00.4 q 2 „W / / \ \ \ Sprink e/ine /' , /� \ • • •• • \ / I '4 0 1\ /I, //� `/ ,,1'i 1, % �� /�/ //` \-,-"\-,/ / ... ;� � / / y= / 4 9 O :r �.. o 1 T I 7 J:. I -y. i- i) 4 .2/ %. r=l. `/ 5 500. e - - ' r' CG_2 � � :' :. lose -:;:. •:., �" 3 /- 4 8 5 ,23' -11114 ° L - _ - ` 24 RCP 49 \ °� / / 5oo.i Bend 5 R �� 5'R - i - _ \ I! 5'R I O \• `e\ J ' y: / 20 WIDE WATER LINE EASEMEN T / D q• 500.5 8:x4' Tee w /4' ve lo• 8 Water Line \ / 11-1 8'x4 Te � -- 'N Q_ N. • . . 22 r/2 / p - 4 90"- - h 3 p 4.,Vaj 39 Q) - � - � I,, - � 4 9 5 /Bend (51, s s - O r __ I - _ 05, @ �,, RG / / ` _ - • . %\ k i - - � cp .0 - - / / 4 - -S-R - \ 0 / 5'R - �/ /O'R 5 i I - / / / - ; \' .. • • h / �° ' / - F_ t -, - _ ✓ / _ - \ - ✓ - __ - __ - / -, �� r /5 "RCP //6'@ 4. O/ - / • \� • - ,' 500 / i - _ _ _ 11 -- CG -2� 4 =_� j �-- g 16 - _- - - - - -50 -�'--4 - _ - 4 9 U ' i -4 - -; 5 0 9 / / /5'' RG 010105'R r - - - - - - - - --k o - - - - ® _/ i s • o -- X / 1, � h � - _ e0- - - - - -Q -U %_ - � - / _ 500 _ _ 4!05 . •' � •• / ID - 4 9 5 / Iq2 r PEE - 5 4 0 ¢, % G_6\ •� / -/ ... / - - - 5 •� ,_ r 11 r r / o� °° 502. 47 502.75 �- r 5 i N / R - - - - - - -6 . -0 1 cno o / / / / _ _ j_ ,i - - / / / / f o 9 ° - _ 505- / : / / __ 5 - _ _ l} • 8 - -O "" cn ti i _/ / / / - - � / 2 2 5 / - 6 �/ - �� � o �/ / / / r NOTE: THE 5C'WIDEA,gEA IS RESERVED FOR DEDICAT /nN FOR ROAD i / -SOS - 5 R /O'!�_!O.. p i 10 -_ G��S 5 O 5 Cr __ ` `M o // j -- - _ - -_ -_ PURPOSES UPON REQUEST OF THE COUNTY OF ALBEMARLE -- � �__ 510 o _ _ J i ;i / __ 5 `R _G � R - i/ / / / r l5 R 263 �' �/ d oo\ -� �.... y /OR -5 /OWN lhh / � - // �' j J__ 500 / � � f' / / - %8 RG r / - i /O R �S-• / / 510 - / __ :` - i.. 7.5 ,�@ /.73 ° / 18 RC/' _ / - __ i .- / / I Q / \ o - - ' _ 2 Z , - - 27 3.33° _ 8,9 e3_' ' CG -2 / '* /• / 30 1 _ o- _ _- - � G G I 1 / 6 � �-/ 4.3 - - "" '/ � -_ - / r 2 3 2 5 75 _ - Maintenance / ^� " - �- 5 20 ' ►� - x,004 -4 / \/ a °1 I ( 51 0 / o N `Bui /din Jr . • // GG N l0r _ �/ fig/ I, - -3� o /�.) / - 1 /� '� \ i � j/ o-- -� •o • r % 610-- - - -_ � �' _ CG 2 5 - __ / / h - - / /� �` J o 505 / 1 __� SV �. / / 50 5 -- / / ) h 504.6- _� 0 ( ` � c) - / \ / VC � h ( % / 0�/ � / - -- / / / �/ L F / o �/ � � / �_ �_ _`�- -: - h 3 / - / // ! -. -� 5-- _ \ C_ °i - �' Lam. , v / Q / p 13 V. 5 S - / / '/ / 0 i 9 z I `` o,'/ �- - c � 0 5 R/ J �I / Son. _C`,'�e.� - 252 @ 5, OB ° e / % a 1 / / 5,R / - 525 o / /6 ' j .. / / ^ `/, v �\ I- . � � a% - V / .- ` 5 ! - �� -_ / F ROP 176' ' @ 6.08% / / 20' WIDE SAN. SEWER - r i \5 �- - p r� : 3 15 R ,.�` - EA 5E MEN T :; r � �•::' / / 5/p,4 loss �\ �. � G \ � h / /' I r ' 2 . :� - •� �• ./ _ CD _ - 24 5 _ 11" 5 I 0 r O / / N - / T�1� 504.4 / / - I - - ` -017 % / ;: L '. N / 0 / 5/O. \ . 1 ' .- -- -- 0 _ ---- - -- - - - - - - / / 504 6 h �- '� / r - - , ✓ / / / � r /' �� �/ / - _ - /- : o �. /� /I/ -MAX. BLDG. HE /GH1_ -53 � � 1. - / r 5/0.4 5 � r � - � � b'ASE. LE L TO PEAK OF�ROOF (typ. J� 1 - - r i- / /- / �+ 0 / 20 � i F. F. /5 7 i' h � i 'I - -� / o .- 530 i _ 515 /' , / / - / ^ 51 -. �5 / - -_ - / a - - En t r a n c e E/ e Y. 5 2 5/ 2 / N -- - .. -- �' I'll /, /Se'. 515 - /� o N / ��� _- h�,`�- -- r- � r 00 - - - i / 1' 4 @ 1 ' , / /.. / / 0 -r __ ,� - ' _ ✓ , - - - - __ / / 5 3 0- \ /5 2 5 r / 11 M _-- o �• _ S- Entrance El 527.2 - ✓ / 3 0 =. / � ° .+ / i b / / /' / / / / % 520 �� _ S 15 v, -�/ 5 2 5 / ./ r � , _ . ,•, / / 6 @ O. 8 6 _ _ 1- /5 "RC P / et _ 5 2 r i - �. ?; Ot - 2 „ W M 15 RCP / :: / 2 9 / LAJ ` gt _, 0 ;' 'i 5 R r ' - / ' \ . 6 i X51 5 2 5 / / i / /t% - K .. : �:� ' J< '';: \, c � /'�� 535 - / / r : � c O - / - -� -- � -/ 324.2 9 % v 520 _ / f' j <.:•:::; +' 3 I �: 6x4 Tee' S3 GG' _ -_ - , -T `� _ - 2 � '' /:. 6 x4 Tee N / - _ \ - -� 5 / i i / / / i i - - c�1 4 "Vo/ve I r 6" Water_L i n e- 1 4" Va /v -- h f0 524.57 - S "FF'` / 1 __ 525 _�h / ✓ / __1 r' l ,� s'° 900 / o I I� - 6'R _ Q oho- O I 5 4 0 I- / / __ U o 20 Water Line Ease ment •6- J.- I - - - L C3 h / // TAX MAP 77 PARCEL. 4.5 THIS BU /L D/NG�TO CON TA /N 6 HAND /CAPPED ADAPTABLE UNITS - Bend _ - ,Q ^ h '7 -- -� / / / ! / / � � 3 r - - _ - - � Z x.535 - N h / CALVARY BAPTIST CHURCH / -- __%, 0 .+ / / / / -_ // / , '' - - - o\° /5,R r r � GG- r - - 524.e6 - - � �� h �� /t tiI D. B. 609 - 34 9 V F.F. 52 5. B 2 b, i / 0' _ I - h � - ' / ',� . / / r _ � � � _ r - � � r � -, --I /. -_ .- C G- - _ / � /// r ZONED R - / y l ` r _ f ' - 3G/ - - - �/ � USE • CHURCH / I f r - -- - I 011- ' .. - - � / � / 0 r - r - % i //• Q /-- / ,� - 1- r � E t o nee /El e v . 5 3 8. 5 7 - - �p �` O � � -- - - `- 5 I Zlz s 34 4O -h /Ji r ,- _ , - _ - _ r r r _ - / _ _ /_�-- 0 / �(` i __ h N-- - /' - - 5 3 5 "" __ -- RCP 6 ' o; i / Entranc /- :`; r__ - - X - / / • 530 - 530 / "Q ,rya / .I- CG -2 -_ - / - + / 545 `E /e v. 537. 32 - - _ - � c / // r 32 h ,i I - 1 � 11 �. c ' - : _ 2 - �- / edu C G : -- i ! ���� ,- + • - I ILE 0 / 1 _ --------- - - - - -- -- _____-- -_- -- --i J 116qk L' __ - '�� - �_ - __ __ - __ __ 0 - 0 1 r r ' I. , C-1, . K i / ° / __ . � ___ _ __ __ __ �_ _� - ___ - - X. z; 11 � -h -P _� . 11 .., ( �l / H 9- S- f' O A � h ik R i - .'I - __ ( ) \" _ 2 } ti.r- .-- - C, _ i J �- , c Z� - -- - - -- ° / ' G R S 'R N N I - '16 r' 8 "D. /. San_ Sewer i $5 15 / 5 R' - g" D. I. San. Sewer I ci)-- -- s 9 1 -- - ° r ✓ " _2772 ' @ I. 54 % / �.0 r - ".,✓ __ _ _ .. o „ �- 25 3 ' @ /. O % � - .� - 45� d Water Line Z,, 8 "x4 Tee 4 Va/ve- -5 R h Et o _ G' 11 . f G __ M'. I 2 ) G &_ �� h / IN i a a� �+� , 11 I r l' 5-37 5 x 4 Tee Bend r r• ' .r:. I ,� i /fj %• e 1 r 5 4C' 5'R I.., I -' S : • ;0 ' • .-- ..__,- 4 Va/ e I� o r 45 °Bend . r r - - li _ " N __ ...:�•�/-'/7 A I j / - I�5 ,,� ... 0 .`:: :;y:; ; :. I I i; . ;. a O \ s- s' . i:' s'r: s s -` �i • sirs . I ` J' / - J 5 X540 r r 3 t - JCapped 8 - 0 41 r_ --- . %, 3 M ° /iI - 540 mot° 535 �, 54 O ;, °i1 �/ -- r 545 / 7_ ,� J <. =a'�� 0 ✓ - 2 W. M. 3 I ° / - / - _ _ - 5 5 / /- - � , 1� / - - - - / / / F. F. 54/.03 -- _.. ''_ -�01 s- � - h �- - o - / / / % -_ -' � ✓ :__� . :. I F. F. 5 4 7. 6 I',- Z TH /S BUILDING TO CON_TA /N 4" 550' _ 555 _1 �'- I i • HAND / /CAPPED ADAPTABLE UN /TS 545 - -- -- - . - - - - -- /' .-I '� F - � - .__ ' � ,r - - , . F . 5 4 4 . 9 / / r ' / - - � --a --- / / / - F. 537. 88' - - __ / / : � / O 8 ` 0 THIS BUILDING TO CONTA /N 8 HAND /CAPPED ADAPTABLE UN / TS - - - .- 5 -- • - -- /� / � - ., :,_ : .r-_ - - - __ . En t r o n c e E / e v . 5 5 9 / - - (� - f J _- lost o Entrance E / e v . 552 2 5 3- _ - _1 - - - -- �, / / • D / / -_ / / - 550' - •r- - -- / ! Ent ra n ce E! e v. 556. 4 / f. / �. • E - r s En r a n c e E I 0 F. 549. 38 - - a- __ • i � 555 -' I %n -\\ `" ..- __ Fr_" / ✓ / / / `•� • / 1 loss• ..�' ..- s _ - -- -_ -- , \ T r \,� ,,J)� i S55 i 4 r„, r: r / vl. / ' • . i' 1 - 7- : V / 550 � -- - - - � I t! i / � . / i / / ' St rm Drain V .� }. )• a;yy.:; • .�. t. _•c, : i'. .t' i :� 5 :;. 5 `• r ' �' , ' i i c , J i 1, O "� / o to - / �, -- -560- -- --• -- - -- - \ / h •`` / •%� f ° k. / / �: / // h rrr i•I T O / / �� I / - -- \ � 560 / / / • � E ,/ I 2� i e h ,- r le • o, - / 0 / Phase One Construction \\ / / i • �l Structure No. One To Have A D/- 7 Top - 1 CG- 2 / � CG - 2 I Phase Two Construction / J/ S I T E B E N C H M A R K / Structure No. One, The D/ -7 Top, To Be, � Na i I in Power Pole No. CB 15 \ 2, \ Rep /aced Willi D1-3B Top /'` Q$ E l e v a t i o n 562 . 5 8 Permanent Drain. Eose�Ment / ^1 \ 555 �1_ / // -� - to U.S.G. S. Datum / _ � h / @ /.82 °/ /- .� -. - .0 1516,42 . :Curb - I // Proposed R/W Margin -' / - / 5 "RCP 280 ' - _ / Exist R/W Margin k. �- �- -- Phase One - -- __ _ - =5 - � � - -1 \ - -I-- - - -- - 7 ,V 33 °35' 36 „ -E -_ /046.32' - -_ --560- -- _,-- - ---- - - - - - - -- Construction -- =- - _ -- 55-_ -- -_ - . - --/50' Turn L -- - - - - -- --- =- _ = - _____- __--- _ -____ __ _. - - - - - - -� - - -- - - - -- I-__ - - - -- - -_ - -- -- - _ - -- --- 555 - - /00_ Top e- - _ -�- � �---- - -- - - -- _� _-- .. v _- -- \� i 1 ` � To Char /ot tesvif /e � ��_� `� �'� \` To State Route 20 -•••- � .� `' S O� _ S - R -Q U T E -- _ _7 4 -_ '-_ -- _ 6 �� - _ --- -55__ � \ \ / ` l ` r - - o -- - .- - -_ - - I ` ` \ `� %- - -- - - - - - _. - 555- - --- ' � ` `� --- - I - - - - - - - -- \ t. eta • ISO Ibs. _ _ - -ty *- SAFE BEARING CAPACITY O OF SOIL A J/ •, C C ` Rod minnun 1 10 000 - 20,000 lbs. W. ft. I IZ' Porous Bockflll /3° a 0 ' A o V VIE Clay n t" beds, olWays dry 1 12,000- 16,000 • WeeP hole W.Ih 12%12`olo.ht , t b 2.000- 4,000 � h ho.a.ror.ebrhw',rr.h. o A A y r r. r. Sand tNon,dr7r 4 4,000- 8'000 • • W Wv.•a003- ch,nu"e'" - - - -_ m m �• " IrrMy boW.We of structure ' Z b' Note If eomwe3•on of toe exceeds safe bowing cowity 3 J1 A -I- _1 ° 1�n • a !.B• 10 H -----M- NORETE MA Y RETAINING WALLS SPEC INFINITE SURCHARGE AND DECK SURCHARGE - LOADED REFERENIFICCE VIRGINIA VEPAFIrMENT 508 -- TIIANSPORTATION _ -- - -- _ -- -- - OR AN APPROVED E Q U A L PL A N 5 C A L E = / 11 = ,301 contour inte r v o / = / GRAD /NG 8 U T /L/ T/ ES Sheet No. 3 of 14 Shoots March 15, 1993 Revisions -, ,J.rt Ct,f, .� o._ .: rc ,� P /.v✓ ✓ eo- c. ,IJ of -// Aci.e co....'..+i .' 7-1-1 C -•- -•G .PJ f !-Z9 /.. _. Wt ,, e.- .,..+r B-3o ✓D C ..•.: o/.1 fi c• - -..,q W 8'30 9-j•i -�.D AC ?fi Cowne.h �� Q-9 19-ly7l 6 6 9. 42 W Z -4 Z V Q ELEVATION 459 - /00 YR FLOOD PLAIN OF LAKE 7T AX MAP 9/ PARCEL 2 , --:.- _ 00, 000 \ \ .-�"e""s`s" H /LL CREST LAND TRUST \ __I_ \ .1,_\ 1 1 I1 - '-I ,-, ,, I _N(5_ , _1 _ - "1 -I - a C 7 , - , 1, - 1 �_\ ', __ - ,, � - 1 1 -, � 1 ,N-,-:11, 1 , , :� �1� 1 ,,,1, I' _l` l %_ _ __. 1 1 _ _I,-s_,- e, __ _\ 1 - - - , - - _- � - , - _ _ , = .- ._=o. . _t:t:s�_ss�e es, .e s_s e� 7_ _, _ '•• O.B. // 28 - !03 _ _ _ - - - - - - - - - - - - - -_ - - - - - - - _ 6 \ ___ - �- - -- - - - - - -- - - -- - _ -_ ` ZONED R -/ �-_ .Z �` ` /5' PEDESTR /AN ACCESS EASEMENT_ �_ -r._ - -- - 460 USE: VACANT - o F \ \ - - - - - - - - - - - - - � _, - - - - - - - - - - �. 43 \ i- .. Q65� �-- -G- �- / �" -- - - � \ 2O � WIDE SAN SEWER \ // 2e 7' @ // So n. Sewer ���- / - - - - - - - _R \\ EASEMENT J, / B P VC Sow. Sewer -,---N"---- I - �--� - -124 @ 0.6 5 % \ \ --r-470 -� o - -= o- 4 7 0 r o �. _ 475 c - - -- -~ J - - 475�47Q \ 4 7 0 -480 � -- 3 N 480 . `° �- =-'475 \ DU MPS T E R PAD D E T A I L 485 � - - '.:.` _: _ _� y'` /'':. •: i i - - \: '�:� = -- -� _ �� i '� \\ 470 - - - •, i � . /O - / / / / - ./ __ _ / / , � - _ _I _ % /� 4 7 5 I I 7 'High Solid 47 5 _ '_ _ _ AREA WITH SLOPES OF 1 Imo` - _ _ _ - - - - F.F. 482.3 . / �_ i F. F. 479. 70 - , \ \4\ 03, / Privacy Fence F.F. 490. 03 T __ F. F. 4 8 8 . 7 / / ��F. 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SEWER - r i \5 �- - p r� : 3 15 R ,.�` - EA 5E MEN T :; r � �•::' / / 5/p,4 loss �\ �. � G \ � h / /' I r ' 2 . :� - •� �• ./ _ CD _ - 24 5 _ 11" 5 I 0 r O / / N - / T�1� 504.4 / / - I - - ` -017 % / ;: L '. N / 0 / 5/O. \ . 1 ' .- -- -- 0 _ ---- - -- - - - - - - / / 504 6 h �- '� / r - - , ✓ / / / � r /' �� �/ / - _ - /- : o �. /� /I/ -MAX. BLDG. HE /GH1_ -53 � � 1. - / r 5/0.4 5 � r � - � � b'ASE. LE L TO PEAK OF�ROOF (typ. J� 1 - - r i- / /- / �+ 0 / 20 � i F. 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F . 5 4 4 . 9 / / r ' / - - � --a --- / / / - F. 537. 88' - - __ / / : � / O 8 ` 0 THIS BUILDING TO CONTA /N 8 HAND /CAPPED ADAPTABLE UN / TS - - - .- 5 -- • - -- /� / � - ., :,_ : .r-_ - - - __ . En t r o n c e E / e v . 5 5 9 / - - (� - f J _- lost o Entrance E / e v . 552 2 5 3- _ - _1 - - - -- �, / / • D / / -_ / / - 550' - •r- - -- / ! 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F. 479. 70 - , \ \4\ 03, / Privacy Fence F.F. 490. 03 T __ F. F. 4 8 8 . 7 / / ��F. F.487. 37 NTH S BU /LD {NG TO CON TA /N 4�HAND /CAPPED- ADAPTABLE UN TS 25 % O R GREATER - -- _ -_ __ --, - i / /, /� r! - __ - / /� / � --- \\ \` /// 460 :�O 11 / / / r - - I- / / / / r � � ° • a Q / - - / / � / - ` -- / / r -- - �- � \ \ -r, - • 1 - - - .- �� 0 r r ',�\ En trance / / - -En t ra n c e ,cr �' / / / o 11 ,/ i / \ 0, c' �ntronce - `� _ / / / Entrance- ^O E/ev,493.87 /Entrance E/ev. 49/.20 E/e \.488.53 o ° •.� 1 _ 4 8 5 E/ev. 50/.53 - Entrance E/e v. 500. 2� E /ev. 498.87 `'� �� / / i �•� Y-w 'ern 42 / \ ° 4 8 O r -- - - �� / / / � - / / �' v4 o/ a` I I 124 "RCP ° O.5' 4' Thick 1-1 __ _- / ' cp - - - = -� _ i / / / :\ - sr�s` / - \ e •�S` \ \ • • �� j ! 2,5 '@ //. 20 /o Po vem e n t Conc. Pad 114" / ,�' / r r - =00.4 q 2 „W / / \ \ \ Sprink e/ine /' , /� \ • • •• • \ / I '4 0 1\ /I, //� `/ ,,1'i 1, % �� /�/ //` \-,-"\-,/ / ... ;� � / / y= / 4 9 O :r �.. o 1 T I 7 J:. 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I. San. Sewer I ci)-- -- s 9 1 -- - ° r ✓ " _2772 ' @ I. 54 % / �.0 r - ".,✓ __ _ _ .. o „ �- 25 3 ' @ /. O % � - .� - 45� d Water Line Z,, 8 "x4 Tee 4 Va/ve- -5 R h Et o _ G' 11 . f G __ M'. I 2 ) G &_ �� h / IN i a a� �+� , 11 I r l' 5-37 5 x 4 Tee Bend r r• ' .r:. I ,� i /fj %• e 1 r 5 4C' 5'R I.., I -' S : • ;0 ' • .-- ..__,- 4 Va/ e I� o r 45 °Bend . r r - - li _ " N __ ...:�•�/-'/7 A I j / - I�5 ,,� ... 0 .`:: :;y:; ; :. I I i; . ;. a O \ s- s' . i:' s'r: s s -` �i • sirs . I ` J' / - J 5 X540 r r 3 t - JCapped 8 - 0 41 r_ --- . %, 3 M ° /iI - 540 mot° 535 �, 54 O ;, °i1 �/ -- r 545 / 7_ ,� J <. =a'�� 0 ✓ - 2 W. M. 3 I ° / - / - _ _ - 5 5 / /- - � , 1� / - - - - / / / F. F. 54/.03 -- _.. ''_ -�01 s- � - h �- - o - / / / % -_ -' � ✓ :__� . :. I F. F. 5 4 7. 6 I',- Z TH /S BUILDING TO CON_TA /N 4" 550' _ 555 _1 �'- I i • HAND / /CAPPED ADAPTABLE UN /TS 545 - -- -- - . - - - - -- /' .-I '� F - � - .__ ' � ,r - - , . 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Ent ra n ce E! e v. 556. 4 / f. / �. • E - r s En r a n c e E I 0 F. 549. 38 - - a- __ • i � 555 -' I %n -\\ `" ..- __ Fr_" / ✓ / / / `•� • / 1 loss• ..�' ..- s _ - -- -_ -- , \ T r \,� ,,J)� i S55 i 4 r„, r: r / vl. / ' • . i' 1 - 7- : V / 550 � -- - - - � I t! i / � . / i / / ' St rm Drain V .� }. )• a;yy.:; • .�. t. _•c, : i'. .t' i :� 5 :;. 5 `• r ' �' , ' i i c , J i 1, O "� / o to - / �, -- -560- -- --• -- - -- - \ / h •`` / •%� f ° k. / / �: / // h rrr i•I T O / / �� I / - -- \ � 560 / / / • � E ,/ I 2� i e h ,- r le • o, - / 0 / Phase One Construction \\ / / i • �l Structure No. One To Have A D/- 7 Top - 1 CG- 2 / � CG - 2 I Phase Two Construction / J/ S I T E B E N C H M A R K / Structure No. One, The D/ -7 Top, To Be, � Na i I in Power Pole No. CB 15 \ 2, \ Rep /aced Willi D1-3B Top /'` Q$ E l e v a t i o n 562 . 5 8 Permanent Drain. Eose�Ment / ^1 \ 555 �1_ / // -� - to U.S.G. S. Datum / _ � h / @ /.82 °/ /- .� -. - .0 1516,42 . :Curb - I // Proposed R/W Margin -' / - / 5 "RCP 280 ' - _ / Exist R/W Margin k. �- �- -- Phase One - -- __ _ - =5 - � � - -1 \ - -I-- - - -- - 7 ,V 33 °35' 36 „ -E -_ /046.32' - -_ --560- -- _,-- - ---- - - - - - - -- Construction -- =- - _ -- 55-_ -- -_ - . - --/50' Turn L -- - - - - -- --- =- _ = - _____- __--- _ -____ __ _. - - - - - - -� - - -- - - - -- I-__ - - - -- - -_ - -- -- - _ - -- --- 555 - - /00_ Top e- - _ -�- � �---- - -- - - -- _� _-- .. v _- -- \� i 1 ` � To Char /ot tesvif /e � ��_� `� �'� \` To State Route 20 -•••- � .� `' S O� _ S - R -Q U T E -- _ _7 4 -_ '-_ -- _ 6 �� - _ --- -55__ � \ \ / ` l ` r - - o -- - .- - -_ - - I ` ` \ `� %- - -- - - - - - _. - 555- - --- ' � ` `� --- - I - - - - - - - -- \ t. 2 ) G &_ �� h / IN i a a� �+� , 11 I r l' 5-37 5 x 4 Tee Bend r r• ' .r:. I ,� i /fj %• e 1 r 5 4C' 5'R I.., I -' S : • ;0 ' • .-- ..__,- 4 Va/ e I� o r 45 °Bend . r r - - li _ " N __ ...:�•�/-'/7 A I j / - I�5 ,,� ... 0 .`:: :;y:; ; :. I I i; . ;. a O \ s- s' . i:' s'r: s s -` �i • sirs . I ` J' / - J 5 X540 r r 3 t - JCapped 8 - 0 41 r_ --- . %, 3 M ° /iI - 540 mot° 535 �, 54 O ;, °i1 �/ -- r 545 / 7_ ,� J <. =a'�� 0 ✓ - 2 W. M. 3 I ° / - / - _ _ - 5 5 / /- - � , 1� / - - - - / / / F. F. 54/.03 -- _.. ''_ -�01 s- � - h �- - o - / / / % -_ -' � ✓ :__� . :. I F. F. 5 4 7. 6 I',- Z TH /S BUILDING TO CON_TA /N 4" 550' _ 555 _1 �'- I i • HAND / /CAPPED ADAPTABLE UN /TS 545 - -- -- - . - - - - -- /' .-I '� F - � - .__ ' � ,r - - , . F . 5 4 4 . 9 / / r ' / - - � --a --- / / / - F. 537. 88' - - __ / / : � / O 8 ` 0 THIS BUILDING TO CONTA /N 8 HAND /CAPPED ADAPTABLE UN / TS - - - .- 5 -- • - -- /� / � - ., :,_ : .r-_ - - - __ . En t r o n c e E / e v . 5 5 9 / - - (� - f J _- lost o Entrance E / e v . 552 2 5 3- _ - _1 - - - -- �, / / • D / / -_ / / - 550' - •r- - -- / ! Ent ra n ce E! e v. 556. 4 / f. / �. • E - r s En r a n c e E I 0 F. 549. 38 - - a- __ • i � 555 -' I %n -\\ `" ..- __ Fr_" / ✓ / / / `•� • / 1 loss• ..�' ..- s _ - -- -_ -- , \ T r \,� ,,J)� i S55 i 4 r„, r: r / vl. / ' • . i' 1 - 7- : V / 550 � -- - - - � I t! i / � . / i / / ' St rm Drain V .� }. )• a;yy.:; • .�. t. _•c, : i'. .t' i :� 5 :;. 5 `• r ' �' , ' i i c , J i 1, O "� / o to - / �, -- -560- -- --• -- - -- - \ / h •`` / •%� f ° k. / / �: / // h rrr i•I T O / / �� I / - -- \ � 560 / / / • � E ,/ I 2� i e h ,- r le • o, - / 0 / Phase One Construction \\ / / i • �l Structure No. One To Have A D/- 7 Top - 1 CG- 2 / � CG - 2 I Phase Two Construction / J/ S I T E B E N C H M A R K / Structure No. One, The D/ -7 Top, To Be, � Na i I in Power Pole No. CB 15 \ 2, \ Rep /aced Willi D1-3B Top /'` Q$ E l e v a t i o n 562 . 5 8 Permanent Drain. Eose�Ment / ^1 \ 555 �1_ / // -� - to U.S.G. S. Datum / _ � h / @ /.82 °/ /- .� -. - .0 1516,42 . :Curb - I // Proposed R/W Margin -' / - / 5 "RCP 280 ' - _ / Exist R/W Margin k. �- �- -- Phase One - -- __ _ - =5 - � � - -1 \ - -I-- - - -- - 7 ,V 33 °35' 36 „ -E -_ /046.32' - -_ --560- -- _,-- - ---- - - - - - - -- Construction -- =- - _ -- 55-_ -- -_ - . - --/50' Turn L -- - - - - -- --- =- _ = - _____- __--- _ -____ __ _. - - - - - - -� - - -- - - - -- I-__ - - - -- - -_ - -- -- - _ - -- --- 555 - - /00_ Top e- - _ -�- � �---- - -- - - -- _� _-- .. v _- -- \� i 1 ` � To Char /ot tesvif /e � ��_� `� �'� \` To State Route 20 -•••- � .� `' S O� _ S - R -Q U T E -- _ _7 4 -_ '-_ -- _ 6 �� - _ --- -55__ � \ \ / ` l ` r - - o -- - .- - -_ - - I ` ` \ `� %- - -- - - - - - _. - 555- - --- ' � ` `� --- - I - - - - - - - -- \ t. i 1, O "� / o to - / �, -- -560- -- --• -- - -- - \ / h •`` / •%� f ° k. / / �: / // h rrr i•I T O / / �� I / - -- \ � 560 / / / • � E ,/ I 2� i e h ,- r le • o, - / 0 / Phase One Construction \\ / / i • �l Structure No. One To Have A D/- 7 Top - 1 CG- 2 / � CG - 2 I Phase Two Construction / J/ S I T E B E N C H M A R K / Structure No. One, The D/ -7 Top, To Be, � Na i I in Power Pole No. CB 15 \ 2, \ Rep /aced Willi D1-3B Top /'` Q$ E l e v a t i o n 562 . 5 8 Permanent Drain. Eose�Ment / ^1 \ 555 �1_ / // -� - to U.S.G. S. Datum / _ � h / @ /.82 °/ /- .� -. - .0 1516,42 . :Curb - I // Proposed R/W Margin -' / - / 5 "RCP 280 ' - _ / Exist R/W Margin k. �- �- -- Phase One - -- __ _ - =5 - � � - -1 \ - -I-- - - -- - 7 ,V 33 °35' 36 „ -E -_ /046.32' - -_ --560- -- _,-- - ---- - - - - - - -- Construction -- =- - _ -- 55-_ -- -_ - . - --/50' Turn L -- - - - - -- --- =- _ = - _____- __--- _ -____ __ _. - - - - - - -� - - -- - - - -- I-__ - - - -- - -_ - -- -- - _ - -- --- 555 - - /00_ Top e- - _ -�- � �---- - -- - - -- _� _-- .. v _- -- \� i 1 ` � To Char /ot tesvif /e � ��_� `� �'� \` To State Route 20 -•••- � .� `' S O� _ S - R -Q U T E -- _ _7 4 -_ '-_ -- _ 6 �� - _ --- -55__ � \ \ / ` l ` r - - o -- - .- - -_ - - I ` ` \ `� %- - -- - - - - - _. - 555- - --- ' � ` `� --- - I - - - - - - - -- \ t. C' U �//`/E C TO/P •P y,g � SEC' T/ D �./ GG'2 j CCs -Z PROJECTED TRAFFIC COUNT 83 UNITS 8 6.6 TRIPS PER DAY PER UNIT a 581 REQUIRED PAVEMENT DESIGN CATAGORY III 6• SUBBASE OR SELECT MATERIAL TYPE 11 8• AGGR. BASE MATERIAL 165 Ibs. TYPE SM -2A ASPHALT OR AN APPROVED EQUAL .P :5 F -F /r on 60 AGGR. BASE MATERIAL - 185 Ibs. TYPE SM -2A ASPHALT. U�l� C S S O Tf /E tom// 5 .c/o TEO ZONE c-vA,7 7c"./A -1 / T Y cvL E� E .�1 c' C E S S •Py.4 /.� SE C T /C> /-./ 0 In .9 C N C u m n A 50' WIDE AREA 15 RESERVED FOR R/W PURPOSES SHOULD THE COUNTY OF ALBEMARLE REOUEST THAT THIS ROADWAY BE PLACED - - I INTO THE STATE SYS TEM. PROJECTED TRAFFIC COUNT 260 UNITS 0 6.6 TRIPS PER DAY PER UNIT 1,716 REQUIRED PAVEMENT DESIGN CATAGORY V 120 AGGR. BASE OR SUBBASE MATERIAL 3• TYPE EM -2 ASPHALT 165 Ibs. TYPE SM -2A ASPHALT OR AN APPROVED EQUAL N!q ' / e-1 ter ,4 ^mo 2kiuG liE ,�/ / c / L �► ,e c c 4-/ e � Ti -A ,e (5-,4 S T.'-/E EA-/ 7-1,4e 4S S / TE r S C TC Y 4 cf U � E C / /J c.,/ O c� S T •� C E S O F' I/ -�1.E� / O cis X i�//J S E"X c' E� T FO �P T.-/E ,� .2 E,q .n C O A1 C7 T / -/ E 4E_,< -5 7- / G-7 -A ,5 E /-D S C L145 •A•/� S C.4 /° E tit •�1 TEMP �-� � S T •E' EE C.4 •�../ D � y C D •yam cJ77,4 7- A,/ S TOTAL SITE AREA i 1,048,053 S.F. 1 - An£ ARL'A ( 131,500 S.F. ) - 3P1L L1VAY,DAM AREA ( 39,150 S.F. WOODED ( 877,403 S.F. ) PORTION OF THE SITE x 15'/• o NEEDED COVERAGE AREA ( 131,610 S.F. ). EXISTING TREES T(3 REMAIN ( 15,600 S.F. ) x 1.25 = BONUS TREE COVERAGE ( 19,500 S.F. ) , NEW PLANTINGS (121,877 S.F. ) : TOTAL TREE COVERAGE ( 141,377 S.F. ) WH;AH IS 16.1% OF THE WOODED PORTION OF THE SITE. S 8 2 �Lcy OTA A-/ / CAC M IA-1, _1 T TO 7-.4 ,q.eE/A TOT<1 C T.E�EE i0 YE,4,EF5 /'j X 3& 5 F %, 5 70 314 . V" TvG i� T.2EE 7' `% E<1 S TE.E'l-1 r1rJ -7' / / X 5 5 S. = z9, 5_51 5. F � OC, � -✓oUTJ S "� d c-/ E.�U S ✓°f l EG C O S / ' /c' " -' / / ' e7 X -3.6 O S. F . _ / O, Z & O 5..�'. -71 -349 SF - 9, 0 74 5 �. o 5 G / A _ n/ � �.q 4.5 3 X sJ'S SvcJT �E.2.�/ M G1 G.7 A-/ O G i �S s 8 OCC irJE•,/T.4c/S ��ro SYC��v10.�°E ,qcE i /2 — iz' / 3 x 333 S., z 9 •�. /4 ,s s 877 s S Ads' �/v� / c,� rE 5 •� M��t/i.+� c../n7 c-4 C /�E'.E� o,� 3 �/� ,. ,g � /.vrJ /C-�1 T E S -mil i✓l i.�./r�✓1 u�l c'-�1 C i/-� E.e O.�' Z i/2 .� LANDSCAPE 8 PARK /!VG S /-/ E E 7- �o . ,4�pE V ../17 tiT Cef ✓ /E..Jt C� Alel,9 co- .-..fJ r.! v( - r C � h W W Q W h W v Q Z Q cr w • of w Q, h .`/T 5 Wall w/ Rai ling ESS EASE. A �P --� , P E° I / ZZ / S- / o ,11n °' �R 5 B SP CES 5 Sry� ", {�5 Z s 5 5�° cE 5 Z J 5 5� --41 5 `� j`r I I B Si° I C E S 5 5 SP l c 5 7 5,0-1 CE 5 U:s 5�° -c1cE 5 Lil, � S�° c 5 ~ 5 B SP CES 5 Sry� ", {�5 Z s 5 5�° cE 5 Z J 5 5� --41 5 `� j`r I I /3 PLICEIS 3M� 7 3- y /2 SP CE 5 S 7- C rY�� c.4 C) • /O 5'f'q CE 5 • y > iZ 6,41A C S • s � 2 3 �3 2 3 ZJ ,�" (,1% \-"] • rr 111 _ ; a � 3Z /o rny,�� tL, �5• G E V E G TO 1--6.4 ,- o.- .200.E T y,°. ) �/ I'-� j` ,8r3 • • Ci 4 ? 3 (,) � fs5 Z s•f � zZ \AGE � r -sL (o i0 5�°�cE 5 5 2 -7 AC Co rs r' 2 ' C, �. rs Q g s l r o n -ft r J .i� �' (`� , s \ S U'tis ,r f - TcD rTE SV�LCE ST.q TE 7 -F 7�Z Y1 r� V f, 5� • c3,5�• s' .- E� G E� P \ �Ly `, 4 ' 1 r � _ 5 � �sn rr S .R a (� R `r r 5' SJ2� t --- L -L�3�� s� �1 �s S3� 583 "lipf'SSJ 3 2 f TcD STATE �Uc /TF GAO t � NOTE ALL RECREATIONAL FACILITIES ARE FOR THE USE OF THE RESIDENTS AND GUESTS OF LAKESIDE APARTMENTS ONLY. 2 S SET -5.4 /UQCo .32' B Si° I C E S 5 5 SP l c 5 /3 PLICEIS 3M� 7 3- y /2 SP CE 5 S 7- C rY�� c.4 C) • /O 5'f'q CE 5 • y > iZ 6,41A C S • s � 2 3 �3 2 3 ZJ ,�" (,1% \-"] • rr 111 _ ; a � 3Z /o rny,�� tL, �5• G E V E G TO 1--6.4 ,- o.- .200.E T y,°. ) �/ I'-� j` ,8r3 • • Ci 4 ? 3 (,) � fs5 Z s•f � zZ \AGE � r -sL (o i0 5�°�cE 5 5 2 -7 AC Co rs r' 2 ' C, �. rs Q g s l r o n -ft r J .i� �' (`� , s \ S U'tis ,r f - TcD rTE SV�LCE ST.q TE 7 -F 7�Z Y1 r� V f, 5� • c3,5�• s' .- E� G E� P \ �Ly `, 4 ' 1 r � _ 5 � �sn rr S .R a (� R `r r 5' SJ2� t --- L -L�3�� s� �1 �s S3� 583 "lipf'SSJ 3 2 f TcD STATE �Uc /TF GAO t � NOTE ALL RECREATIONAL FACILITIES ARE FOR THE USE OF THE RESIDENTS AND GUESTS OF LAKESIDE APARTMENTS ONLY. 2 S SET -5.4 /UQCo .32' NOTE : ALL RECREATIONAL FACILITIES ARE FOR THE USE OF THE RESIDENTS AND GUESTS OF LAKESIDE APARTMENTS ONLY, /• 5 S/°-�l G' E S � T O.L/E � E� .� U U�1 U�/�T S 77 T6./U 3E� e / Ts -/.SEE Z 7 / /0. 4.2.E /ti/C� S/°.4C'ES •PEG?U /.E�E� 316 /°A .E— � /A-/G S/°-'1 G'ES i°�dV /� E� � y�1 S E 1. c_.,//v /T C o,v.� / G e-1.Q.g T O .,/ C 1J G . No • 1 <3.4e. 2 /3 •e. 3 13 � TvT.�14 /CD / /o // 5104 cl!�- z4 /oz / O 3 / v 4 U // � /4 M.4 X'. /s r. 5 3 ' i1 5 E C r v E C TO /07 50 77 z/ /9re ,A C (- /°/1,E' � /,`/G S/°�1 C E 5 rU .3 E /�7 ' X /< ' L-1 .1/ C E S S O 7-1- /E ,e k./ / 5 E .,./U T E� � L A /1 S c'-Q �. E / ,/ ` 30 ' 13 kl z� � � � �/L /� • 5E j 5 " S + �5F '5' \ �S4 \�!Lv /4C_ E 15' PEDESTR /A CCESS EASEMEN� — Ex/ ST• wov�E� f�3 3 3a 3 O' / � % •-tr �y v 3� S _ 4 5.° i cE 5 /7 1'70 " o. N 3 .sue ID I k 3) \\ 43 SP I cE 5 /3 G /U s_ � N N us Z '21 71 5 5 AT CONSTRUCTION OF THE 149 APARTMENT UNITS NOTE AREA IS RESERVED FOR DEDICATION FOR ROAD o, 54 ( PHASE TWO ) THIS VOLLEYBALL COURT WILL BE PURPOSES UPON REQUEST OF THE COUNTY OF ALBEMARLE. L?-rl CONVERTED TO A TOT LOT. E S T C T zUti/EO Z-/ S 45 .v T Z 3S 4 120' Z j G ��5 1 0' �U 0 3 w /O' SO � ••r \ Iron � 1? 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S 29 0 00' 15 11 W SANITARY SEWER STRUCTURES KEY TOP INV. IN INV. OUT INLET A 421.20 418.20 416.00 B 447.00 440.20 440.00 C 460.00 449.00 448.80 D 458.00 451.70 451.50 E 1465.00 457.20 457.00 F 465.00 460.12 459.92 a 468.00 463.20 463.00 H 494.80 488.42 486.22 i 504.50 497.20 497.00 K 527.20 518.84 518.84 L 532.90 520.47 520.27 528.00 M 527.50 8 523.00 N 536.70 9 532.20 P 510.80 529.30 508.00 0 516.50 510.00 R 468.00 11 464.00 S 494.00 485.46 485.26 T 515.10 503.00 502.80 515.00 U 527.70 519.37 519.17 STORM DRAINAGE STRUCTURES NO. TYPE L TOP INV. IN INV. OUT 1 DI -7 554.6 z •,• 549.6 2 DI -3B 8 549.50 544.50 544.40 3 DI -3A 546.30 541.30 541.20 4 DI -3A 545.70 539.70 539.60 5 DI -3A -- - - - -- 547.90 543.40 6 DI -3A - PEOESTR 536.80 532.30 532.20 7 DI -38 8 538.90 533.40 533.30 8 DI -36 8 538.90 534.40 9 DI -3A 538.80 529.30 529.20 10 DI -3A 537.80 OP 533.30 11 DI -30 8 526.00 521.50 521.40 12 DI -3B 4 520.10 515.10 515.00 13 DI -36 8 520.10 515.60 14 DI -3B 8 511.30 508.30 508.20 15 DI -38 8 506.10 500.10 500.00 18 DI -36 8 502.60 494.32 494.12 17 DI -3A _ _ "PVC Son.Sewer R 501.30 495.32 18 DI -3A ` - - -�- - 495.30 490.55, 490.30 489.70 19 DI -3C 6 502.60 495.85, 495.60 495.50 20 DI -36 4 505.70 501.20 501.10 ;21 DI -38 12 507.30 502.80 502.70 22 DI -3C 6 502.60 496.60 496.50 23 DI -38 6 503.70 498.00 497.90 24 D1 -3A `b 507.00 TSD 502.00 25 _ DI 3B 10 504.00 499 00 49 8.90 26 DI -3A y 510.80 508.00 505.90 27 DI -3A S F 511.90 506.90 506.80 28 MH N 524.50 517.70 517.60 29 01-3A 524.50 519.00 518.75 30 DI -3A 525.10 520.10 520.00 31 DI -3A 527.80 522.80 522.70 32 DI -3A - - 534.40 529.40 529.30 33 DI -36 12 539.00 531.29 531.19 34 DI -3A 527.70 520.70 520.60 35 DI -3A 527.70 522.70 38 DI -3A 526.30 521.80 521.70 37 DI -3A 530.90 525.10 525.00 38 DI -3A 530.60 526.10 39 DI -3A 490.80 463.12 483.02 40 DI -3A 483.90 479.15, 478.40 478.30 41 DI -3A 483.70 479.70 42 MH 480.50 475.50 475.40 43 MH - / 465.00 458.24 457.20 t P I P E T RE N C H D E T A I L n. t. s . qj .4 Q 0 6 ALL PIPES MUST BE INSTALLED INCORPORATING MIN /MUM TRENCH DEPTH NOTE : THERE IS TO BE A 20' WIDE DRAINAGE EASEMENT CENTERED OVER ALL STORM DRAINAGE LINES AND APPURTENANT STRUCTURES. ALL EUILDINGS ARE TO BE SPRINKLERED. THERE IS TO BE A 20' WIDE WATER AND /OR SEWER EASEMENT CENTERED OVER ALL WATER AND SEWER LINES AND APPURTENANT STRUCTURES. ALL FIRE SPRINKLER LINES SHALL HAVE BACKFLOW PREVENTION ' DEVICES INSTAL:.ED ON THEM. SITE IS CURRENTLY COVERED WITH DENSE TREES A UNDERBRUSH CONSISTING MOSTLY OF PINE TREES WITH THE EXCEPTION OF A CLEARED AREA ALONG THE EXISTING DIRT ROAD. W-3 srt•p w Age I•w Mb . awillt HEIGHT OF THICKNESS THICKNESS COMPRESSION AREA OF WALL AT TOP AT BASE AT TOE SECTION 1N FEET d IN FEET B' IN FEET •Irst.e• r.r ••� ere w►DEn•tx tw www � I 3 1'-0- I'-9�- 856 4.83 Ixy "L •"► 4 I'-O' 2'-4 }' 1 141 7.43 /d�'� •"aM0 y.. r lour 6 I'-0' 3' -0- 1427 10.63 �• y0' ••• ('pa ra -•.ern .a... N Mw.•u W ..e...-s so 6 I'-0- 3'-7} 1712 14.43 ho. E.e•mr. •wr « i",rais nw ......re so• • wa.r S... M M e•.rom.rc w .-,.r ..ww.• 7 I' -d 4' -2-�- 1997 18.83 - wr.0Dun...nm.- ..w.w,w•w...• 8 1' -O' 4' -9�' 2263 23.83 • 9 1'-0- 6'-44- 2568 29.43 H2O -S16 10 t'-O' 61-0- 2833 35.63 Lilo Load � 1 I I' -.4 6' -74- 3139 I 42.98 Deck Surcharge - Loaded :` A 12 1'- 21- 7'- 2 34 2 4 51.03 6'�� ' t , v � . 13 1' -3g' T'-9 3709 69.78 H - Height ht ft s7sase , 3 E - Bose - -& H My Min prods i 5 - 4 I' -4 • V -4 3995 69.23 Top • i base, with Min. of I' .• :i e ' 13 . 1'-6- 91-0. 4280 79.38 Earth - 100 lbs. s -2 3 Comets 1 60 I b. 8 Y Angle of repose f I - I 6 . t $ a ,. SAFE BEARING CAPACITY OF SOIL c Rai mir.rnm 10,000- 20,000 lbs. sa. ft. 12- Portws Bockflll /,t °a t $ s E Grovel 9 coarse sartd, w.11 cemented 16,000 - 20,000 t', 410olbs./cu.ft. _ Cloy et thck beds, always dry 12,000. 16,000 ' : -I^ _ Weep hole with 12%l2 *Pl"tK y Clay M ttvek beds, moderately dry 6,000 - 1 2,000 hordwore cloth w•m•sh a. t ° s' T. Cloy soft 2 000- 4 000 • / o Sand, dry . compact. S well cemented 8,000-12, 000 ' polvon: :•d •teN r•s,rmnimum A u Sand clean. dr 0,000- 8000 • • wvt do007.nth, camber 4 ma • • • mash honfwort CbM anthdred/ Allwiol sills, I e. 1,000- 2 :000 >_� - - -_ firmly to outside of structure. Z a s . e ,j A. - : • of sod , o special footing is to be used. /!"t • o :. , t 10 p--i d �' �e-10H I I INFINITE SURCHARGE AND DECK SURCHARGE -LOADED nucnan VIRGINIA DEPARTMENT SOB - T1IANSPORTATION -- - OR AN APPROVED E 0 U A L PLAN SCALE =/' -30` contour inter v / = / SO /L EROS /ON 6 6 9. 42 IT Z v Z ELEVATION 459 - /00 YR FLOOD PLAIN OF LAKE V ~ AT THE DISCRETION OF THE CONTRACTOR AND /OR THE SOIL EROSION OFFICE Q SILT FENCE MAY BE PLACED ALONG THE TOE OF THE NEW FILL SLOPE SO AS TO HELP MINIMIZE THE AMOUNT OF SEDIMENT REACHING THE LAKE. ... - - __ - -_ , - . - - U_,�_ �_,_ -1, e., _ 6 1-1 \ 11 3;., X.- - ( _ - - - --- - - -__ / / /__ :.'\ En/rance / �/ ,/ / - - •-Entra\\nce cn (� �,• �ntronce - -� ,' , _ / / Entrance- ` E/ev.493.87 /Entrance EIeiv 49/.20 E%ev.488.53 e a o ° .. \ ' 1 2 4 8 5 ?; -E /e v. 50/.53 - En t r a n c e- EIe v. 500. 2� E /ev. 498.87 �� �� ��- / / �� ��� � -i °, 1 4 8 O � __ - - _ - __ - - -_ r / T' __ - - 500.4 2 "W41 - - -1 . _-, / / Y TAX MAP q/ PARCEL 2 H /LL CRES T LAND TRUST D.B. J/ 28 - /03 ZONED R -/ USE : VACA NT D U M P S T E R AREA WITH SLOPES OF 25% OR GREATER PAD DETAIL n.t.s. /O' // ��� v `I� � o /O• I I 124 "RCP 0.5' 4'" T hIc/r 1-1 � ' ' .� & `� ; J 1 Z,5 ' @ / I. 20 % -d -.- T--- \ -•�•• •• Pavement \ `D C Sorinir . er Ser. , I P - . , • \ . • / I ./ /\_,.\/ / /..../ /. , :\ _ 1// / i ne � - \ \ a- X4 0 / 5171_ (g /�,\ l / ?, ?`t � � , �, � � :y.- ♦ 4 9 0 :! r• 7 I - . :ti. a / O 5 :p IV. e C.. - ` i 2 U G - % //4 ° - C A 24 "RCPT \ ' / 4 8 5 23 i / 4g � Oti. 20' W /DE WATER LINE SooR Bend 5 R �- / _ - \ tt'o 5'R O \ �e o Qr) P - _ _ - \IPA y. .�. EASEMEN T _ o� _ - - \ 11,111 I'll e' ° - 500.5 - - - - to ° 8 "Water Line \ / 1 0 / ��� \ \ / . 3' I 39 0 -- - - ` - mo o TP 4 9 5 Bend 1120 �6'- s1 _ - 490 - - m H� 5' @ RGP/ /� m - - �\�� � lk -cam 'P - le!) - - - - / __ - -5 'R = ° X10 2A/ / / 4 9 5- v CRS � � .N�•• �` _ _to �) / S F / - - - * �• M 5 R " ms .1 ,o /O 'R 5 - �,_ = I_ i ' - / / / / ; \\ .. - h �` 4 9 0 ' / __ o - �Ij, - 18 - - - - _ 4 I D D __ � /5 'RCP /I6 4. 0/_ - / / / -- \ '• ' I 5 0 0 - 5 R __ - - . - / _. _ • / i - _ - ¢ 95 -CG -2- 4 I P j tS� G9 I6 - - - - 50p 4 _ -490 //� .� 505 R 1 0 )10 5 'R - D C - n - / , �5 0 _ - 1k o _ / C) / I 4 _ _ - 00- - - - -� IZJ ` / r 5 O 495 i- •�• •• . C 495 /I 1 2 ' - __ -- _ �E -'500 % nt h G � / / / / - N ,_ - } Z - _ _ _ 05 r / - - - - so c°'i, u� / 302. 47 / 502.75 ` = i r 5 5'R - - - - " - ,.V - 19 O / ,- - ` 505- - f - - ' i SF G 10 - _ ,- _ _ _ / " -`Sp 0 8 'C U� � ° �/ / / / - NOTE THE 5i 'W /DEggEA /$ .4ESERVEh FOR DED /CAT /(1N FGR ROAD 11 - 50 - <l � -_ m ° / / -- - J PURPOSES UPON REQUEST OF THE CGUNT Y OF AL BEMARL E 5 /O / - - - /OR 5 _ _- -� / 5'R 1 R� i 6 ' � Ra. -1 °� I P �� / / //O R 5/ o� 0 I /�5 DD - �.__ - ? __ - / / / - 5 2 3 /. - -- � /�. , / / 1 P %. /8 "RCr - - - _ J8 "RCP /O R / : .� •�� 1 j 5 / 0 / � 5 / 5 / / / I / __ • - - / �. '751. @` /. 73 % /8 "RCP / 2 6 -! �/ ' / / / 2 / % \ `r - - 7 3.33 _ C G = 2 _ - - ° 2 2 2 3 g9'� % i 30_ Go / / ,' � �-/ .r_ - - "'_ / / /\ -- / `� 25 75 _ - O Mointenan:e - �- 5 2 O / r / 6 - 304.4 __1 '� ./ ,) I � l 1 5J oeo N�Bui /ding • • / J � % 510 - - - ) a - - . CIG l /R - � 5 - '4 � 505 - � / h 504.6- 0I -`� c> < �/ ° ` - CRS h T / / �i i / _ , fI 5- G v I -�? ♦1. -�h i O - - / / 0 0 - -p I- / 3 '� 1 �i �� 8 "p V \ h / ti / 01 / a C ;on - -- _ 5 �� CR$ 21 / �''0 39 • I o�/ ,- - (q, � m -� 5'R/ H2O -Son. SewerEose.O -- 252 Sewer - % / / I� ate /5,R / -- 525 / - z 1 c L ( � �__ V C S.oe /1 o / 1 / /6 ... / / / w�� T W N \ i, , - kl / i / -I' 5- � � - / /8'fr'CP 176' o / / �, e ° /6' I P � o i1, ` , -1 � V / / - � 5 1 5 / 5 R _ W 6.08% / 20' WIDE SAN. SEWER G v �� �, °J - - 4 ;� 3 = - .,� _ <. -,: EA 5EMENT r %: / 5/0.4' \'-' a G \ W / i `� - y i / o / � 1�, 2 4 5 I p i / 0 ' , / / N �. 9 504.4 '- I P _ q, 0 Erb / / / \ o o :F. ;/: i / �, ;:i• O 2 U R / 304. e' ° � o 5 - :: - - - - _ - - / y ' I _1 ;- - / _ ;' ' x1 / / 1 / :�/ / _ � 5 / 5 � - - - - - - F. F. 5 / 3 . 7,, / i 'r N (J / / / 504.6 h ::J ^" / / '_ / � -- - - -- - - , .i � / / � I �. /! , / / � - - � - 5 p .%° / o -1. -_ /1 / - - "MAX BLDG H E J G H_T_ -5 3 i / / -- I, -1 - / 5/0.4 r / - / / BASE. LE TO PEAK OF ROOF /typ. J_ - ' � / /' i - /DCy 10 i Z / - -F. F. 5 / 5 j �' �� h h - - / - - - // ( _ 5-30 1. 515 / i 5 - / o / / / a Entrance Elev. 525. 2 / `� `I /_ er 15 �_ / v / h h / _ - q w f'' _ , i _ _ 5e __ - v �� ' / / 1 54n• o/ � 5 - � / �, I ^ � �/ 0 � / trL - - � / - _ - � t - - - �a @ I / 0 ` I - , / � - - -DC / 530- X525 ! % th TO �� o . 1 MU Entr once E/e v 527. 2 - I- 3O ~ 1P O / •- - PS / t5 "RCP / I P - � -1 , j 29 I- I o MU 1. 6 / �,' - / / / _, b I K ♦ y, __ - y Q ./ / 524.29 3 % 535 it o e 0' 2 - - 20 / / �'> ' 3 I :�. 53 G6- CRS - - -� ` �- k ' - - o ._ -_� 5 / j...j / % / / ` _ -' - V) 't I 6 WIItex_ L-r-n � � f • 324. 37 - - 5 FF / . :'-;Yqs. - " / / / �F. 52/7. 0 7�j - \ / / r / o- O ! 525 c_�, �5 - �� i // / - � U 0. 90° -'20' Water Line Ea ement- -6'° 1 __ -I - i _ 46'R -G Oo ^7 h /` 540 / THIS BUILDING PTO CON TA /N 6 HAN D /CAPPED ADAPTABLE UN /TS 3 Bend _ -- - - _ � _ - 2 - 5 3 5 N ;� /�_ _ h I V F. F. / `� i / / / -� - - - - °o 5 ,R G G 324.86 - - - - ''� ` \ / 5 2 5. 8 2 5h� /// / // 0 �' - O I I -- V l i __ - - ;` I / I _ 36 _ - - C G 2 / - - \ - r. Q __ _ / / - - - - ._ '- En t r a n c e El e v . 53 8. 57 - __ - 0 �` ' O O � - -- i -- J - - - /I . �/ /I � - h - -._ � - - - - - ^ . °p 535 ._ _ - 34 -54 °_1 /�I r o ) L_ t ` _ _ V !:: RCP �6 �' ' i / / S �' / - h� :.:. _ _- r -�� / - -_ _,_ _ _ @ 0.64% � __ a � /" i _ 0 Entrance, !� f- - •- - - - r h 530 530 __ �Q 6ry� / CG -2 _- -_ - ", h / 545 11 Et e ; mommi■N■mommolom� r ■ ■� ■Wml ' /JAI���N�� ■■■■ ■ ■■■ MINE mm N■■n■■Mrniiu �� m■%% �i'u ■■■■■■■■ immom■■u■■iII■■■■IIN Fr7LA■.J 9q1 �.. ��H� ■ ■■■ ■■■■ ■■ ■ imommmniiiia ■�iiiiiiiiiiiiiiiiii ■ ■ °■iiiii■ NONE MEMO iiL:Ci■'"ini� �i■iICiiMEN III No r ON mLmmrmmmmm :I::IREIRI: S9. 1 :=: 5: : :°n:s:: ■ENEM ��m■d���� ��■ m sm ■■■ ■■■■■■ ■■■ ■ ■ ■ ■■■■■■■■■■ ■ ■■