The URL can be used to link to this page

Home My WebLink AboutSDP198600037 Plan - Approved 1986-07-22, 4 M CHEDULE FOR STORM SEWER )l #1 TO D.I. #3 78 L.F. - 21' RCP CLASS III, @ 0.20 0. #2 TO D.I. #3 48 L.F. - 21" RCP CLASS III, @ 0.20 i.1. #3 TO D.I. #4 82 L.F. - 21" RCP CLASS III, @ 0.34% i.l. #4 TO POND 181 L.F. - 21" RCP CLASS III, @ 0.34% U. #5 TO EXISTING STRUCTURE 96 L.F. - 18" CLASS III t @ 0.64% INV. AT EXISTING STRUCTURE = 468.68 KNIGHT'S INN .,__. 4 JSMITH NEAR CHARLOTTESVILLE ALBEMARLE COUNTY, VIRGINIA PLAN OF DRAINAGE AREAS MAY 23, 1986 W.P.M. MENTS R.G.A. D.L.K. 2 14 NO TE I( f I. A L L APPAREN T UTIL I TIES ARE A S SHOWN HEREON. THERE ARE VARIOUS UNDERGR000 SERVICES TO TRAILERS cZ HOUSE WITH INV. I MHl TOP I 4N = 487 487. 56', INV OUT = 488:90 INV. IN = 487.08 LOT 24 WELL Lar EXACT LOCA TIONS UNKNOWN ALL UNDERGROUND UTILITIES TO � ' �� N/F OBRIEN BE VERIFIED BEF ORE EX'CA VA TION. MH2 TOP = 484.20, INV. IN = 479.64 I ZONED R-2 r INV, IN = 479,14, INV. OUT = 479.00 TBM CONI. oc� 2. TOTAL AREA /63,320.87 SO. FT. , 3.740 ACRES. I MH3 V. TDP = 490.14, INOUT = 486.44 �LM0111. 495.72` s •.• 3. PRESENT ZONING : COUblERCIAL C -I 11 �I � c MH4 TOP = 480.80, INV, IN = 475.62 LOT 23 4. TOPOGRAPHY AS SHOWN IS BASED ON ASSUMED DA TUM. INV. OUT = 475.52 NG ' RESIDENCE TUM r 6/ NSF rA „ 5. THESE L 0 TS ARE A PART OF LANDS CONVEYED TO MARY PA TRICIA MIS TOP =4'72.48, INV. IN = 466 84 3�.•- /L MARINOS (NOW BROWN) AS RECORDED IN DEED BOOK 252 @ PAGE 205 INV. OUT = 466.72 J J l �w' ZONED R-2 "�'�l AND IS FURTHER SUBJECT TO A SUBDIVISION DECLARA TION FILED IN ` Y DEED BOOK 797 A T PAGE 242. MH6 TOP = 484.28, INV IN = 480.68 INV. OUT = 480,58 I \ �� ''i 6. EXISTING ABOVE GROUND UTILITY LINES SHALL BE REMOVED OR = 3, 60 1NV. IN = 467.4D REL OCA TED AS REO D BY THE RESPECT/VE UTILITY MH7 TOP 4 7 , INV /N = 468.10, INV OUT = 467.20 MH8 TOP = 470.16, INV IN = 464-06 FAX MAP 61W LOT 2 INV IN = 463.96, INV OUT = 463.86 LOT I -A r l 1 RESIDENCE MH9 TOP = 46;521 INV. IN = 4/")-'3..56 NIF ECHOL SNIF l Il I \ 1 1 \ O ZONED R - 2N INV IN = 46232, INV. IN = 461.96 ZONED C-1 V, / l / I l o INV. OUT = 461.92 FOR SALE MH10 TOP = 476.13, INV. IN = 471.7,3 1 INV IN = 472.03, INV OUT = 471.6'3 1 / ? �� / l LOT 2/ RESIDENCE f � � NIF FANT/NO bfH10 ZONED R-2 TOP = 475.5 INV, IN = 470.60 INV OUT = 470.50 Ex1s TING BUILDING TAX MAP 61W LOT 2 NIF WOODSON ZONED C-1 ORKIN TAX MAP 61W LOT 3 NIF GRIL L ZONED C-1 GRILL'S HAIR STYLISTS POWER I RANSFORMERr__, EXISTING TAX MAP 61PV BRICK LOT 4 BUILDING NIF LAKELAND ZONED C-1 INTERSTATE TOURS INC. RR SPIKE \ IN POLE TBM 483.37; INV. 477.0 —� x -- V -DI TCN 1 INV. 478. j r l I ROUTE CB = S 3°46'20" E TELEPHONE MH TOP = 476..:57 INV. TO )_INE = 47237 INV. 7-0 HOLE = 468.371 LOT 20 RESIDENCE NIF ROBERTS el al ZONED R-2 ,4 LEGEND LOT 19 RESIDENCE NIF RA(3LAND !,40N F//V FOUND CONCRETE MONUMENT IRON PIN SE T POINT UTILITY LINE FENCE LINE TREES OVER 6" RIO MARY PATRICIA BROWN C/O M. CLIFTON MCCL URE MCCL URE, CALLAGAN CARTER 8 A TKINS 415 4 TH STREET NE CHARLOTTESVILLE, VA. 22901 DE VEL OPER i CARDINAL INDUSTRIES 333 SOUTH HAMMONDS FERRY ROAD GLEN BURNIE, MARYLAND 21061 TOPOGRAPHIC lIC SURVEY OF LOTS 6 7 OF A i, 201 VISION OF PA RCE . /1 O )NEA R CHA RL O F TES VIL L, E cHA RL O T TES V/LLE MA GIS FERIA L DIS TRIC T A L BEMARL E COUNTY, � VIRGINIA SCALE : l" = 30' JANUARY 23, 1986 REVISED : MA Y 8, 1986 ( CONSTRUCTION PLAN ADDITION J COPPER & SMITH P.C. . SUR VE YORS ENGINEERS PL ANN- RS 1041 SOUTH HIGH STREF_ T I�IARRISONBURG V/RG'l;l/A 22£�r>I TELEPHONE I-jU3-434-6365 �NILT H O ® J. 0/60PPER, 3R. (CERTIFICATE tq8,,L0 iP- �JAN� ROUTE U.S.' ' ' ��/�U|��k��NT� /��-��n��-w/�-/� / ^� 'ROM PUBLIC STREET RIGHT-OF-WAY . AISLE SETBACK FROM PUBLIC STREET RIGHT-OF-WAY 'ROM RESIDENTIAL DISTRICT ` AISLE SETBACK FROM RESIDENTIAL' DISTRICT KNIGHT'S INN NEAR CHARLOTTESVILLE SITE DIMENSION PLAN - DESIGNED, D.L.K. SCALE, 1 30' ICHECKEIP K.B.A. VIP TELEEPHOINY-'-434-4336r) / / |/ | !') \ ( |j . / \ \ \ \ / / \ \\ ' ITB&IC0NC \\\\ x\ 494 40 CO ^� ?� � ~ � 6\ � / ` ~v \ ^ \ \ 40 .00 ftsp 40\ / > \ / ( ` '\� 1.7 / .v o� . 41 1 41 MIG INV. IN 7 01 INV� OUT clov CO 41, co 00 \\ \ EX|3||Nb _ \ \ _ BUILDING TOP~ Z1e3.6* \ INV. ~ *mz.m / GRAVEL AREA .��co A / - ^CO-- - ?+ �� | / / - L_|/ | *�_ /u »~ _ - -- �4� - � \� --L�� _��------ CO V_�9o/ ^0 10 '10 FOP 471.'41 AT INV. OUT 468.20 co co 2 \S1 415 4,6 01 \ TOP~ -4/2.5 6 �� \ `v PARKIN(- LOT \H-pn". cy CO ' of iR� DUMPSTER PAD av 41) VAIL POWER IER--- ` ' 1 CD 4^" -52 ' \ \ ' ~ �r*.s8if 1 ` ~ 473.70 12.8 82.78 4 CARS 85.54 ` EX/�T/- ^- / ` \all \8R/CK � u- `` / FF = 48jJ{} OFF \ - l ---' \ \co `+ \ . \ \ o \ / ` oW |2 U�\ \ � ' \ \2 � \ \ / \ '�� \ C�| _- \ 80I�� \ \\ |\\j Is 183.05 E30.44 T_ �_ / \ \ 82.38 \ ~~ \ � \ \ ` \ ^ -- 6 CARS �o ..` SPIKE IN POLE `488 ` \ � ----------- --------_------ ------- ---- - -- / ------- --- --- -------' --------- \ / | ______--~'-L----------------- `\ ( \/��c`|/��` �� _ ! ''--' | --------- \ (�()\ ` ARIAS' ~~�~^� ` '' � _ -_ ---�-'-'-- -�--� ' `�^~ ' - \ |------------'--- � \ 0ARVE DATA STORM SEWER STRUCTURE �� U/ STORM SEWER STRUCTURE NUMBER SANITARY SEWER MANHOLE \ SEWER MANHOLE NUMBER i1 SANITARY STAIRWAY STORM SEWER PIPE _SS— SANITARY 3EVYEM PIPE -----W ---- WATER k44|N EXISTING CONTOURS ' _47[}— PROPOSED CONTOURS mono STAKED.STRAW BALES \\ \ EX|3||Nb _ \ \ _ BUILDING TOP~ Z1e3.6* \ INV. ~ *mz.m / GRAVEL AREA .��co A / - ^CO-- - ?+ �� | / / - L_|/ | *�_ /u »~ _ - -- �4� - � \� --L�� _��------ CO V_�9o/ ^0 10 '10 FOP 471.'41 AT INV. OUT 468.20 co co 2 \S1 415 4,6 01 \ TOP~ -4/2.5 6 �� \ `v PARKIN(- LOT \H-pn". cy CO ' of iR� DUMPSTER PAD av 41) VAIL POWER IER--- ` ' 1 CD 4^" -52 ' \ \ ' ~ �r*.s8if 1 ` ~ 473.70 12.8 82.78 4 CARS 85.54 ` EX/�T/- ^- / ` \all \8R/CK � u- `` / FF = 48jJ{} OFF \ - l ---' \ \co `+ \ . \ \ o \ / ` oW |2 U�\ \ � ' \ \2 � \ \ / \ '�� \ C�| _- \ 80I�� \ \\ |\\j Is 183.05 E30.44 T_ �_ / \ \ 82.38 \ ~~ \ � \ \ ` \ ^ -- 6 CARS �o ..` SPIKE IN POLE `488 ` \ � ----------- --------_------ ------- ---- - -- / ------- --- --- -------' --------- \ / | ______--~'-L----------------- `\ ( \/��c`|/��` �� _ ! ''--' | --------- \ (�()\ ` ARIAS' ~~�~^� ` '' � _ -_ ---�-'-'-- -�--� ' `�^~ ' - \ |------------'--- � \ ROD W. SMITH 10 No. 9 05 `6-27-86 COUNTY COMMENTS ' |------ - KNIGHT'S NEAR CHARLOTTESVILLE Y E ABEMAR| E COUNTY VIRGINIA SITE GRADING & ��U��U �~��U��U PLAN �0 �� U��U� ��U� 8 �� 8� Al; MAY 23, 1986 S)[1F?\/EY(}�,S� ' ENGINICEIERS ~ PiANNE'W:3 1041 SOU [HHIGH STREET HARR0ONBURG, V(8GIJ(11V\ 22801 ' TELEPHONE (703) 4734-G365 � 5 OF 14 `�� ^ LEGEND �� STORM SEWER STRUCTURE �� U/ STORM SEWER STRUCTURE NUMBER SANITARY SEWER MANHOLE \ SEWER MANHOLE NUMBER i1 SANITARY STAIRWAY STORM SEWER PIPE _SS— SANITARY 3EVYEM PIPE -----W ---- WATER k44|N EXISTING CONTOURS ' _47[}— PROPOSED CONTOURS mono STAKED.STRAW BALES ROD W. SMITH 10 No. 9 05 `6-27-86 COUNTY COMMENTS ' |------ - KNIGHT'S NEAR CHARLOTTESVILLE Y E ABEMAR| E COUNTY VIRGINIA SITE GRADING & ��U��U �~��U��U PLAN �0 �� U��U� ��U� 8 �� 8� Al; MAY 23, 1986 S)[1F?\/EY(}�,S� ' ENGINICEIERS ~ PiANNE'W:3 1041 SOU [HHIGH STREET HARR0ONBURG, V(8GIJ(11V\ 22801 ' TELEPHONE (703) 4734-G365 � 5 OF 14 `�� JOB N0. 3220-9 � ��fl,�� vF_��c-i%� � �� 0 � �� "E..� |. THE CONTRACTOR SHALL LOCATE ALL UTILITIES OR UNDERGROUND STRUC7URE3 PRIOR TO CON3TRUCT0M AND NOTIFY MISS UTILITY AT 1-800-552-700 FORTY 'EIGHT HOURS PRIOR TO COMMENCEMENT OF CON3TRU[T|ON. �. CWANT|T|ES 4RE ONLY EST|k�4TES AND SHOULD BE RE-C/\LCUL4TED BY THE COM - TRACTOR FOR BID SUBMITTALS. 3. THE CONTRACTOR'S BID 3HALL BE COMPREHENSIVE AND |NCLUOEALL L/\BOR/ MATERIALS AND E(}U|PMENT TO COMPLETE ALL EXCAVATION, FILL AND GRADING IN ACCORDANCE WITH ENGINEERING PLANS AND SPECIFICATIONS. 4. THE CONTRACTOR SHALL RESTORE OFFSITE CONSTRUCTION AREAS TO AN E{JU4LDR BETTER CONDITION THAN EX|3T|NG PRIOR TO C0MkJENCENENT OF C0N3TRUC.T|0N. 5. THE C0NTRACT0)R SHALL IMMEDIATELY NOTIFY THE SUPERV|3|NGCONSTRU|CT|ON EMG|NEER IF 4 PAVEMENT OR FC)UND/\T|OM STAKE |S D|STURGED. G. THE CONTRACTOR SHALL CON5TRUCT P4YEWEMT IN ACCORDANCE" WITH TY|P|C4L P/\VEWENT SECTION DETAILS. THE FINISH P/\VE6viEHT GRADES SHALL CONF(.JRM T0 THOSE SPECIFIED ON THE SITE GIRAO|NG PLAN. 7, THE SOILS ENGINEER SHALL APPROVE ALL SUB -BA -SE M4TER|AL4ND CO&4P`A[T/ON|N ALL F|LL AREAS. 8. THE CONTRACTOR SHALL FORM SIDEWALKS, CURB'S, TRASH PADS ETC. |N A\CCORD4NCE WITH THE GRADING PLAN � SPECIFICATIONS. M|N|WUk4 3|DEYV/\LK CROSS 3L[0PE S[-IALL BE I`/. ANDM4X|kIUW SIDEWALK CR Or,SL DPE SHALL NOT BE MORE THAN 5.0%. CONTRACTOR SHALL REFER TO SITE 6R/\0N6 PL/\N FOR SPOT ELEVAT0NE� TDENSURE CORRECT CROSS SLOPE. 9. THE CONTRACTOR SHALL USE CONCRETE WITH f\ W|N!WUW 28 DAY STRENGTH OF 4000 P.S.I.- 10. .S.L|O. THE CONTRACTOR SHALL PLACE 4 |^ DEEP CONTRACTION JOINT EVERY /4' |N 3|DEVY/\LK sm CONCRETE CURB 1483 L.F. 8' WIDE CONCRETE SIDEWALK 185 L.F. 5' WIDE CONCRETE SIDEWALK 144 L.F. 3' WIDE CONCRETE SIDEWALK 13 1 EACH I MAID'S RAMPS (5^5) 11 1 EACH 1 PARKING ISLANDS (5 WITH STEPS) - - '1 1147 1 L.F. i STRAW BALE BARRIER (t DRAlMVl%Y cDNCRETE CURB WALK� � —v/ LT CONCRETE VDH&T'o-55 2^ B|ruw|wOoo ASPHALT CONCRETE vOH8T-a'5 o^ COMPACTED AsGREo4TE VD||8T'21'A TYPICAL PAVEMENT cE[T}[\N "A" N0T TO SCALE (BOTH SIDES OF B[ -[)G #}) |6' PARKIN(, SPAr,E TYPICAL P&VE-mFNT SECTION "B" ,N]OT TO SCALE ON FRONT OF BLDG 43) DR4»;�Ar / / �AL GROUND ' rCucR�rF C�� K rYp{� '' �AV�kJ�NT ��T�0N "�" | . . .`~+«�- ' , —=—' " ' `'^-" ' `'' ` ~ N0T T0 SCALE (BETWEEN BL[}GS #2 & #31 AND o/ nrr ~�-Z o ,*m) u 2^ s-5 DRAIN DRAINWAY BITUMINOUS ASPHALT CONCRETE VDHd_ 'S-5 BITUMINOUS ASPHALT CONCRETE, VDM24?1T 5'5 ^-------S''COMPACTED AGGREGATE VDH&T'21-A TYPICAL PAVENIE@T SECTION "Fl" NOT TO SCALE (BETWEEN -BLDG #1 & ACCESS EASEMENT) n^`'r^^r^`-r rr/nnm crxr) n/u m-r�7' NOT TO 3'C4LE SLOPE -SEE NOTE <8 PINISFED Fl_COR cONCRC I -E NOTES G" JOIST All x all BLOCK W X 8' BLOCK �[lN��T� �U�A q �(�l��VV�|�/ [\�T'�|� ��'`'�'"� ��'``� �° �''`��'` ��' '`'�� NOT TO, SCALE oL_uo%D ��u u rr-r, ~ � r'l0'� � ��l i� ��( r-| E\/A T|[lN NO'S BLDG. I BLDG. 2 477�77 48(144 483.11 483.71 I THE CONTRACTOR SHALL LOCATE ALL UTILITIFES OR UNDER(3)ROUND STRUCTURES PRIOR TO CONSTf`%RJCTION` AND NOTIFY �vll]S':') UTILITY AT 1-800-5,52-7001 FORTYLEIGHT HOURS PRIC)R TO COMMENCEMENT OF CONSTRUCTION. , � 2. OU4NT|T|ES ARE ONLY ESTIMATES' AND SHOULD 8E RE -CALCULATED BY THE CONTRACTOR FOR BID SUBMITTALS. ^ i THE CONTRACTOR'S B0 SHALL BE COMPREHENSIVE AND, INCLUDE 4LI, LABOR, M/\TER|/\LS AND EOU|PMENT TO COMPLETE ALL EXCAV/\T|ON, FILL AND GRADING IN ACCORDANCE WITH ENGINEERING PLANS AND SPEC|F|CAT0NS. 4. THE CONTRACTOR SHALL RESTORE OFFS|TE CONSTRUCTION AREAS TD AN EOU/\L OR BETTER COND|T0N THAN EX|ST|NG PR|OR TO COWKdENCEK�ENT 0F C0NSTRUCT|ON. 5 THE SUPERVISING CONSTRUCTION ENGINEER SHALL SUPERVISE AND APPROVE ALL SUB -BASE kJATERb\LS AND COMPACTION IN ALL FILL AREAS. ' ` ' G, THE CONTRACTOR, SHALL (KJMIEDiATELY NOTIFY THE SUPERVISING CDN-s!,TRUCT0N ENGINEER IF A FOUNDATION OR PAVEMENT STAKE IS D!STLIPBED. ' 1 THE CONTRACTOR SHALL EXCAVATE AND ROUGH 8R4DE PAVEMENT AREAS TO WITHIN ± ]' OF THE SPECIFIED SU8-BASE ELEVATIONS. | 8. THE CONTRACTOR SHALL EXC4Y4TE AND ROUGH GR�`E F�UND4T|ON CR/�YYL SPACE AREAS ' �S DIRE THE SUPERVISING CON ENGINEER. / . | 8. AFTER THE MODULAR UNITS HAVE BEEN PLACED ON THE FOUNDATION, THE CONTRACTOR SHALL BACKFILL AND GRADE COURTYARDS, 3}DEY4RDS AND P/\VEWENT SUB -BASE AREAS � TO YY|TH|N ± ]' OF SPECIFIED GRADE ELEVATION'S). / |O. THE TOP OF FOOTER ELEVATIONS /�\AND THE NUMBER OF G" COURSES/�MAY V/\RY DUE ' T0 SOIL CONDITIONS. !I. `~ ||. PR/DR TO OF CONSTRUCTION, THE CONTRACTOR SHALL SECURE ALL 'NECESSARY LICENSES AND PERMITS FROM THE COUNTY OF ALBEk44RLE. 12. DURING CONSTRUCTION, THE CONTRACTOR SHALL PROVIDE, FOR ADEOUATE DRAINAGE AND PROPER 80L EROSION CON[ROL kJEASUF7�E3 FOR PROTECTION AT ALL ADJ4CENT^ROADS AND LANDS. 13. IN SLOPE AREAS GREATER THAN 3'1, THE CONTRACTOR SHALL REFER TO THE OWNERS' L�ND�C�PE PL/\N FOR SPECIAL VEGETATION AND PLANTINGS TO PREVENT SOU- EROSION � AND MA|NTA|M|NTE8R|TY OF THE SLOPE. BLDG. 3 BLDG. 4 485.99 481.99 480.50 482.50 482.66 478.66 477.17 479.17 REVI3|ON #1 04TE �^�� I 4��=�J��~� r\Er~C R(F F\0' f ll ` ROD VV. SMITH NEAR 'CHARLOTTESVILLE 'ALBEMARLE COUNTY VIRGINIA 930,5 DRAWN SCALL AS NOTED CHECKED D.L.K. 1041 SOUITH HIGH �JREET / _6_161ANM UNFF D Pc:�X,_`, R I FIF 10 N 49,391 SO. FT. ON-SITE PAVEMENT 1483 L.F. 8' WIDE CONCRETE SIDEWALK 185 L.F. 5' WIDE CONCRETE SIDEWALK 144 L.F. 3' WIDE CONCRETE SIDEWALK 13 1 EACH I MAID'S RAMPS (5^5) 11 1 EACH 1 PARKING ISLANDS (5 WITH STEPS) - - '1 1147 1 L.F. i STRAW BALE BARRIER (t DRAlMVl%Y cDNCRETE CURB WALK� � —v/ LT CONCRETE VDH&T'o-55 2^ B|ruw|wOoo ASPHALT CONCRETE vOH8T-a'5 o^ COMPACTED AsGREo4TE VD||8T'21'A TYPICAL PAVEMENT cE[T}[\N "A" N0T TO SCALE (BOTH SIDES OF B[ -[)G #}) |6' PARKIN(, SPAr,E TYPICAL P&VE-mFNT SECTION "B" ,N]OT TO SCALE ON FRONT OF BLDG 43) DR4»;�Ar / / �AL GROUND ' rCucR�rF C�� K rYp{� '' �AV�kJ�NT ��T�0N "�" | . . .`~+«�- ' , —=—' " ' `'^-" ' `'' ` ~ N0T T0 SCALE (BETWEEN BL[}GS #2 & #31 AND o/ nrr ~�-Z o ,*m) u 2^ s-5 DRAIN DRAINWAY BITUMINOUS ASPHALT CONCRETE VDHd_ 'S-5 BITUMINOUS ASPHALT CONCRETE, VDM24?1T 5'5 ^-------S''COMPACTED AGGREGATE VDH&T'21-A TYPICAL PAVENIE@T SECTION "Fl" NOT TO SCALE (BETWEEN -BLDG #1 & ACCESS EASEMENT) n^`'r^^r^`-r rr/nnm crxr) n/u m-r�7' NOT TO 3'C4LE SLOPE -SEE NOTE <8 PINISFED Fl_COR cONCRC I -E NOTES G" JOIST All x all BLOCK W X 8' BLOCK �[lN��T� �U�A q �(�l��VV�|�/ [\�T'�|� ��'`'�'"� ��'``� �° �''`��'` ��' '`'�� NOT TO, SCALE oL_uo%D ��u u rr-r, ~ � r'l0'� � ��l i� ��( r-| E\/A T|[lN NO'S BLDG. I BLDG. 2 477�77 48(144 483.11 483.71 I THE CONTRACTOR SHALL LOCATE ALL UTILITIFES OR UNDER(3)ROUND STRUCTURES PRIOR TO CONSTf`%RJCTION` AND NOTIFY �vll]S':') UTILITY AT 1-800-5,52-7001 FORTYLEIGHT HOURS PRIC)R TO COMMENCEMENT OF CONSTRUCTION. , � 2. OU4NT|T|ES ARE ONLY ESTIMATES' AND SHOULD 8E RE -CALCULATED BY THE CONTRACTOR FOR BID SUBMITTALS. ^ i THE CONTRACTOR'S B0 SHALL BE COMPREHENSIVE AND, INCLUDE 4LI, LABOR, M/\TER|/\LS AND EOU|PMENT TO COMPLETE ALL EXCAV/\T|ON, FILL AND GRADING IN ACCORDANCE WITH ENGINEERING PLANS AND SPEC|F|CAT0NS. 4. THE CONTRACTOR SHALL RESTORE OFFS|TE CONSTRUCTION AREAS TD AN EOU/\L OR BETTER COND|T0N THAN EX|ST|NG PR|OR TO COWKdENCEK�ENT 0F C0NSTRUCT|ON. 5 THE SUPERVISING CONSTRUCTION ENGINEER SHALL SUPERVISE AND APPROVE ALL SUB -BASE kJATERb\LS AND COMPACTION IN ALL FILL AREAS. ' ` ' G, THE CONTRACTOR, SHALL (KJMIEDiATELY NOTIFY THE SUPERVISING CDN-s!,TRUCT0N ENGINEER IF A FOUNDATION OR PAVEMENT STAKE IS D!STLIPBED. ' 1 THE CONTRACTOR SHALL EXCAVATE AND ROUGH 8R4DE PAVEMENT AREAS TO WITHIN ± ]' OF THE SPECIFIED SU8-BASE ELEVATIONS. | 8. THE CONTRACTOR SHALL EXC4Y4TE AND ROUGH GR�`E F�UND4T|ON CR/�YYL SPACE AREAS ' �S DIRE THE SUPERVISING CON ENGINEER. / . | 8. AFTER THE MODULAR UNITS HAVE BEEN PLACED ON THE FOUNDATION, THE CONTRACTOR SHALL BACKFILL AND GRADE COURTYARDS, 3}DEY4RDS AND P/\VEWENT SUB -BASE AREAS � TO YY|TH|N ± ]' OF SPECIFIED GRADE ELEVATION'S). / |O. THE TOP OF FOOTER ELEVATIONS /�\AND THE NUMBER OF G" COURSES/�MAY V/\RY DUE ' T0 SOIL CONDITIONS. !I. `~ ||. PR/DR TO OF CONSTRUCTION, THE CONTRACTOR SHALL SECURE ALL 'NECESSARY LICENSES AND PERMITS FROM THE COUNTY OF ALBEk44RLE. 12. DURING CONSTRUCTION, THE CONTRACTOR SHALL PROVIDE, FOR ADEOUATE DRAINAGE AND PROPER 80L EROSION CON[ROL kJEASUF7�E3 FOR PROTECTION AT ALL ADJ4CENT^ROADS AND LANDS. 13. IN SLOPE AREAS GREATER THAN 3'1, THE CONTRACTOR SHALL REFER TO THE OWNERS' L�ND�C�PE PL/\N FOR SPECIAL VEGETATION AND PLANTINGS TO PREVENT SOU- EROSION � AND MA|NTA|M|NTE8R|TY OF THE SLOPE. BLDG. 3 BLDG. 4 485.99 481.99 480.50 482.50 482.66 478.66 477.17 479.17 REVI3|ON #1 04TE �^�� I 4��=�J��~� r\Er~C R(F F\0' f ll ` ROD VV. SMITH NEAR 'CHARLOTTESVILLE 'ALBEMARLE COUNTY VIRGINIA 930,5 DRAWN SCALL AS NOTED CHECKED D.L.K. 1041 SOUITH HIGH �JREET / NOTE : �»�� tl ROUTE CURVE DATA mQ m. -�qqn-q STRUCTURES SEWER > 4' D|4. MH' TOP = 476.50, PROPOSED 9^ INV. IN ~ 472.05. 'EXISTING SEWER IS OTHER THAN SHOWN ON THESE PLANS, CONTACT . IT IS NECESSARY TO MATCH THE CROWN OFTHE EXISTING SANITARY SEWER GRADE CHANGE. ^2.6O,8^INV. OUT =472.5O 73.51. 8^ INV. IN ~ 47,3.34, 8^ INV. OUT = 473.24 474.04. 8^ INV. OUT ~ 473.87' �� T�JMy`TH�� STRUCTURES � �� )P = 479.00, 21^ INV. OUT ~ 470.60 )P ~ 477.62' 21^ INV. OUT = 470.54 )P = 47335, 2'21^ INV. IN ~ 470.44. 21^ INV. OUT = 470.44 473�, ORIFICE = 469.29, 18^ INV. OUT = 469.29 NV. OUT = 468.58 )P ~ 481.8, EXISTING INV. OUT ~ 479J7, EXISTING SANITARY SEWER LINE PROPOSED SANITARY SEWER LINE SANITARY SEWER MANHOLE WATER METER EXISTING WATER LINE PROPOSED WATER LINE STORM SEWER STRUCTURE EXISTING STORM SEWER LINE PROPOSED STORM SEWER LINE 2 YDH8T #i STONE AND WIRE MESH SCREENING TO BE IN PLACE DURING CONSTRUCTION FOR DETENTION BASIN TO ACT AS SEDIMENT POND. 3TRUICTURE TO BE MAINTAINED PER STD'S OF vURaKoi4 EROSION 8 SEDIMENT CONTROL *A,wDBOOK. STONE AND MESH TO BE REMOVED FOLLOWING CONSTRUCTION. DRU=|cE TO BE CLEANED AFTER EACH RAINFALL. 75.82 MAX. 100 YR. FLOOD ELEV. r-)' ` �,ED C- 7 �D A -r E- �\ || C�� STRUCTURE �� /�_ | ��|v �r�/ NTR[]L STRUCTURE IN DETENTION POND ) SCALE ' \^ = 2' mQ m. -�qqn-q STRUCTURES SEWER > 4' D|4. MH' TOP = 476.50, PROPOSED 9^ INV. IN ~ 472.05. 'EXISTING SEWER IS OTHER THAN SHOWN ON THESE PLANS, CONTACT . IT IS NECESSARY TO MATCH THE CROWN OFTHE EXISTING SANITARY SEWER GRADE CHANGE. ^2.6O,8^INV. OUT =472.5O 73.51. 8^ INV. IN ~ 47,3.34, 8^ INV. OUT = 473.24 474.04. 8^ INV. OUT ~ 473.87' �� T�JMy`TH�� STRUCTURES � �� )P = 479.00, 21^ INV. OUT ~ 470.60 )P ~ 477.62' 21^ INV. OUT = 470.54 )P = 47335, 2'21^ INV. IN ~ 470.44. 21^ INV. OUT = 470.44 473�, ORIFICE = 469.29, 18^ INV. OUT = 469.29 NV. OUT = 468.58 )P ~ 481.8, EXISTING INV. OUT ~ 479J7, EXISTING SANITARY SEWER LINE PROPOSED SANITARY SEWER LINE SANITARY SEWER MANHOLE WATER METER EXISTING WATER LINE PROPOSED WATER LINE STORM SEWER STRUCTURE EXISTING STORM SEWER LINE PROPOSED STORM SEWER LINE 2 YDH8T #i STONE AND WIRE MESH SCREENING TO BE IN PLACE DURING CONSTRUCTION FOR DETENTION BASIN TO ACT AS SEDIMENT POND. 3TRUICTURE TO BE MAINTAINED PER STD'S OF vURaKoi4 EROSION 8 SEDIMENT CONTROL *A,wDBOOK. STONE AND MESH TO BE REMOVED FOLLOWING CONSTRUCTION. DRU=|cE TO BE CLEANED AFTER EACH RAINFALL. 75.82 MAX. 100 YR. FLOOD ELEV. r-)' ` �,ED C- 7 �D A -r E- �\ || C�� STRUCTURE �� /�_ | ��|v �r�/ NTR[]L STRUCTURE IN DETENTION POND ) SCALE ' \^ = 2' R.G.A N. 7W R.G.A. CfCK 5-26-66_ --- +- WATER QUANTITES W, N. SCALE. NOT TO SCALE - D.L.K. CHECKED* C , P.C. )PPER 8, S3 M I TH SURVEYORS , ENGINEERS - PLANNERS - 1 41 SOUTH HIGH STREEIT T --------- HARRISONBURG, ViRGINIA 22801 SHEE NO. -4 TELEPHONE ((03) 4,34 3365 14 - ------- 9 OF ESTIMAJ _E 0 TITY �ISTO`M r_ OUAN _-`T1MAT'__ E "D STORM R --1980--C OR APPROVED EQUAL AND PLACED OF -U I T "Y 0 A IN f 'S' A IN11 TA R WATER SANITARY GENERAL ON16" CENTERS, THE MANHOLE COVER SFIAL.L. BE NEE NAH R-1764 OR APPROVED 6. QUANTITIES ARE ONLY ESTIN/IA-,TES' AND SHOULD BE RE -CALCULATED BY THE 7. -FHf--- WATER LINE MATERIAL 1. THE CONTRACTOR SHALL. INSTALL 4" 6" RIGID PLASTIC PIPE (1000 1E31 CRU�')H) 1, -1-1 -For TI TER LINE A MINIMUM OF 3'--6" BELOW FINISHED THE CON -AC R SIHALL.. LAY HE WA 1. __R CL ROOF DRAINS, FOUNDATIO!,\1 DRAINS) OR OTHE _EAN ;NATER CONNECTION'S TO THLE 1, ALL. U-11-ILITY IMPROVENIE ENTS,,SFIALL CONFORM TO CURRENT STANDARDS FOR THE DOWN SPOUT DRAINS AND CRAWL SPACE DRAINS. WHEIRE T'WO DOWN SPOUT C-600 OR C-603, DISIINFEcrIoN GRADE (TO TrHE_- "TOP OF' PIPE) AND WATEF_� SERVICES A i\jIINIMUM OF 3'-6" BELOW 4' DIA, FLATTOP M.H. WITH D.I.-I GRATE 103--- SANITARY SEWER SYSTEM ARE PROHIBITED. 0 r- SPECIFICATIONS F THE DRAINS OR MORE CONNECT THE CO1•4TRA'_'T0R SHALL. INSTALL 6" RIGID PLASTIC PIPE AWWA C -E-) - '01. THE CONTRACTOR IS RE FOR PRE Ss2ts )RE FINISHED GRADE, FROM THE CONNECTION POINT TO THE OUTLET. ALI.- SINGLE DOWN `:SPOUT DRAINS TESTING AND DISINFECTION, ALBEMARLE COUNTY SERVICE AUTHORI-TY 6. LATERAL SANITARY SE"NERS AND MAIN LINE 31ANITARY SEWERS SHALL BE SUBJECTED -7. SHALL BE 4" RIGID PLASTIC PIPE. WILL SUPERVISE & II ISP 2. WHERE THE WATER 1_111E DOES NOT MAINTAIN 18" VERTICAL Sf'----PARA'F-10i\j OR IS BELOW 2. THE CONTRACTORS BID �,H'AL.L. BE COMPREHENSIVE AND INCLUDE ALL LABOR, __OUIP�ilf'__NT ONDIT iNl T OR BETTER C 10 HAN EXISTING PRIOR 'TO COMMENCEMENT OF CONSTRUCTION. 2. THE. COI ',FFRACTOR SHALL EXTEND THE WATER SERVICE 1-0 A POINT' 51-01, FROM THE 4' DIA. M.H. CONTROL STRUCTURE 10 ED THE SANITARY S)EWER, THE SANITARY SEWER HOULD BE CONS -'UC Tr_(OR ENCAL-,ED AND MATERIALS NECES"ARY TO ID COMPLETE ALL UTILITY IMPROVEMENTS MAY BE CONNECTED THERETO. GROUND 6" SEWER LATERAL 0 UT r'I D 1. r- FOUNDATION WALL, IN) WATER MAIN TYPE NIATE"L-RIALS WHICH WILL WITFISTAND A 50 P.S.I. PRESSURE T-S'T cl 1i ACCORDING TO THE ENGI1NEERIN(:, PLANS AND SPECIFICATIONS. 2, THE CONTRACTOR SHALL FURNISH AND INSTALL- THE ADAPTER FROM THE 8. Tr HERE WILL BE 10' E FOR A DISTANCE OF 10 F-EET ON SIDES BOT -1 OF THE WATER MAIN, 1( `-SEE NOTE #3 SEPARATION OR AN 18" 111�11MUM VERTICAL UNDERGROUND DOWN SPOUT DRA&MIS TO THE BUILDING GUTTER DOW1\1 SPOUT DIAMETER PER 24 HOURS PER MILE OF LENGTH s, PRIOR TO CoE&/Itjr-EMENT OF coNsTRUICTION, THE CONTRACTOR JHALL SECURE BOTTOM OF SHEET 10 OF 14 ) . SEPARATION FROM DRAINS (SEE ARCHITECTURAL PLANS FOR SIZING). 'TIME" 0, 3. WHERE THE WATEIR LINf:__5 CONFLICT wi-n-i THE 0 `TOrRM AND S"ANITAIR'Y SEWERS THE A L'L N E CE _SSARY LICENSES AND PERM!TS FROM THE— C. �) A -, L 3. CONTRACTOR -HA L.11i 1 OCATE ALL UTILITIEI�3' OR UNDERGROUND STRUCTURES EA HYDRANT IME . WATER SHALL BE LOWERED DURING CON�SFRUCTION� 3. THE 6" 8. 8' SANITARY SEWER PIPE SIHALL BE PVC SEWER PIPE C01',41"ORMING 1-0 AS'TM PRIOR TO CONSTRUCTIOt-4 AND NOTIFY MISS UTILITY @ 1-800-552-7001 FORTY--rr_-'IGHT L.F. 18" R.C.P. CLASS E A. WATER METER VAULT 5 - D3034 SDR 35 AND SCHEDULE 40 WITH JOINTS CONFORMIN(D' TO ASTIM D1689, 1--IOURS PRIOR -TO COMMENCEMENT OF CONSTRUCTION,, 3. THE CRAWL SPACE DRAINS OR SUMP PUMPS ANDIOR THEIR LOCATIO)INS MAY VARY —T DUE TO SOIL CONDITIONS. 4., THE 8" 8, 60 WATER LINES SHALL BE DIJCTILE_ IRON OR APPROVED EQUAL. E I - A ROADS AND LANDS. THE SEWER CONTRACTOR SI-IALL. EXTEND 6" SANITARY SERVIcEr' TO WITHINTHE -THE CONTRACTOR SHALL REFER TO -THE UTILITY PLAN AND PROFILE_ PLAN To _� CONFORM TO RHI. I-/]ANUFACTURERS C()NSTRUC�TION AND ALL UI_II-I"SHAI 2 E A. OF FOUNDATION AT THE SPECIFIED INVERT' ELTHE ENATION. PLUMBING DETERMINE CRITICAL UTILITY CRO'�_)'SINGS). 5 DS AL.1 B FE ) 1\1 OR FITTING�') 31r' SHALL. BE BLOCKED IN ACCORDANCE WITH THE BLOCKING EA. CONTRACTOR SHALL INSTALL A CLJE�AfIIOUT AT THIS LOCATION. DETAILS ON SHrEET 10 OF 14. SEQUENCE OF CONSTRUCTION OF UNDERGROUND UTILfrIES SHALL BE (1) STORM, 'SANITARY, I EA. (2) (35) WATER, 5. IN PAVE MEN T AREAS AND UTILITY CROSSING AREAS7 TrHE 8'ACKFILL SHALL BE 5. THE SANITARY MANHOLES) SDFIALL BE PRECAST CONCRETE CONFORMING TO ASTM COMPACT(w=Dt GRANULAR MATE RIAL, 6. THE 2" & '1-3� WATER LINE_ SHALL BE TYPE 1<" COPPER Of? APPHOVE'.D EOUAL. EA. C-478 AND r_'O'NTS BETWEEN SECTIONS C.ONFORMING TO ASTM C-443 OR APPROVED i R.G.A N. 7W R.G.A. CfCK 5-26-66_ --- +- WATER QUANTITES W, N. SCALE. NOT TO SCALE - D.L.K. CHECKED* C , P.C. )PPER 8, S3 M I TH SURVEYORS , ENGINEERS - PLANNERS - 1 41 SOUTH HIGH STREEIT T --------- HARRISONBURG, ViRGINIA 22801 SHEE NO. -4 TELEPHONE ((03) 4,34 3365 14 - ------- 9 OF ESTIMAJ _E 0 TITY �ISTO`M r_ OUAN _-`T1MAT'__ E "D EQUAL, I H mSH LL BE NEENAH R --1980--C OR APPROVED EQUAL AND PLACED OF -U I T "Y 0 A IN f 'S' A IN11 TA R ON16" CENTERS, THE MANHOLE COVER SFIAL.L. BE NEE NAH R-1764 OR APPROVED 6. QUANTITIES ARE ONLY ESTIN/IA-,TES' AND SHOULD BE RE -CALCULATED BY THE 7. -FHf--- WATER LINE MATERIAL USED SHALL.. CONFORM TO A'1®r/A S'-f-ANIDARDS. EQUAL. IT T D E�S'C R I P T 10 N CHUAN, CONTRACT OR FOR BID S'UBMITTAL.S, DESCRIP arylON PRE>.SURE TESTINGWILL. COI'\IF'ORM -TO AWWA C-600 OR C-603, DISIINFEcrIoN EA. 4' DIA, FLATTOP M.H. WITH D.I.-I GRATE 103--- L.F. 2" WATER LINE 350 L.F. WILL. CONFORM TO AWWA C -E-) - '01. THE CONTRACTOR IS RE FOR PRE Ss2ts )RE TESTING AND DISINFECTION, ALBEMARLE COUNTY SERVICE AUTHORI-TY 6. LATERAL SANITARY SE"NERS AND MAIN LINE 31ANITARY SEWERS SHALL BE SUBJECTED -7. Tor THE C01"ITRACTOR SHALL ' RES RNE OFFS)ITfr-__ CONSTRUCTION AREAS TO AN EQUAL WILL SUPERVISE & II ISP 3 WATER LINE 1*0 AND PAS"S THE INFILTRATION TEST OR EXFILTRATION FEST) WHIC�HEVER IS ONDIT iNl T OR BETTER C 10 HAN EXISTING PRIOR 'TO COMMENCEMENT OF CONSTRUCTION. EA. 4' DIA. M.H. CONTROL STRUCTURE 10 ArIPLICABLr__., BEFORE ANY CONNECTION MAY BE CONNECTED THERETO. GROUND 6" SEWER LATERAL 227 WATER INFILTRATION THROUGH THE r'EW'--R PIPE JOINTS SI ALL- NOT IBX' EED 200 8" WATER LINE 8. Tr HERE WILL BE 10' MINIMUM HORIZONTAL SEPARATION OR AN 18" 111�11MUM VERTICAL GALLONS r PER INCH O1___ TRIBUTARY PIPE DIAMETER PER 24 HOURS PER MILE OF LENGTH s, PRIOR TO CoE&/Itjr-EMENT OF coNsTRUICTION, THE CONTRACTOR JHALL SECURE SEPARATION FROM THE SANITARY AT ALL 'TIME" 0, OR THE COMPUTED E0UIVALNT FOR SHORTER LENGTHS AND S-3HORTER PERCIDS 01F A L'L N E CE _SSARY LICENSES AND PERM!TS FROM THE— EA HYDRANT IME . 96 L.F. 18" R.C.P. CLASS E A. WATER METER VAULT 5 V.F. 9 DURING CON-TRJCTION, TH I- E C )N RAC' T TOR SHALL PROVIDE FOR ADEQUATE DRAINAGE —T AND PROPER EROSION C%11 )L ME FOR PRO1 -R( _ECTION AT ALL ADJAC1_NT E I - A ROADS AND LANDS. _E 3 X 2 X 3" T 17- _� CONFORM TO RHI. I-/]ANUFACTURERS C()NSTRUC�TION AND ALL UI_II-I"SHAI 2 E A. 3" X 3" X 3" TEE MA TERIA L, SPECIFICATIONS. EA. 8" X 6" REDUCER 11. SEQUENCE OF CONSTRUCTION OF UNDERGROUND UTILfrIES SHALL BE (1) STORM, 'SANITARY, I EA. (2) (35) WATER, R.G.A N. 7W R.G.A. CfCK 5-26-66_ --- +- WATER QUANTITES W, N. SCALE. NOT TO SCALE - D.L.K. CHECKED* C , P.C. )PPER 8, S3 M I TH SURVEYORS , ENGINEERS - PLANNERS - 1 41 SOUTH HIGH STREEIT T --------- HARRISONBURG, ViRGINIA 22801 SHEE NO. -4 TELEPHONE ((03) 4,34 3365 14 - ------- 9 OF ESTIMAJ _E 0 TITY �ISTO`M r_ OUAN _-`T1MAT'__ E "D T Y -- W AT ER OF QUA` F` -I E 1' -IMAI-E OF -U I T "Y 0 A IN f 'S' A IN11 TA R 0 U A IN. U N Fr_ DESCRIPTION C) �J A1 IT T D E�S'C R I P T 10 N CHUAN, UNIT DESCRIP arylON 5 EA. 4' DIA, FLATTOP M.H. WITH D.I.-I GRATE 103--- L.F. 2" WATER LINE 350 L.F. 8" SEWER LINE L.F. 3 WATER LINE EA. 4' DIA. M.H. CONTROL STRUCTURE 10 6" WATER LINE FIRE HYDRANT FEED( 232 L.F. 6" SEWER LATERAL 227 8" WATER LINE 389 L.F. 21" R.C.P. CLASS III I 13 V.F. 4' DIA.' M.H. EA HYDRANT 96 L.F. 18" R.C.P. CLASS E A. WATER METER VAULT 5 V.F. 4' M.H, OVER EXISTING LINE —T E I - A _E 3 X 2 X 3" T 17- 2 E A. 3" X 3" X 3" TEE EA. 8" X 6" REDUCER I EA. I6" GATE VALVE I EA. 8" - 900 ELBOW 7 E A. 8"- 450 ELBOW T FSXp, ji N KNIGHTS 11\1N rD A , � fr� 0 D W. S;M I T H NEAR CHARLOTTESVILLE ALBEMARLE COUNTate:Y VIRGINIA r Na I _y 9J05 SPECIFICATIONS nFq1(.-K1Tn: D.L.K. R.G.A N. 7W R.G.A. CfCK 5-26-66_ --- +- WATER QUANTITES W, N. SCALE. NOT TO SCALE - D.L.K. CHECKED* C , P.C. )PPER 8, S3 M I TH SURVEYORS , ENGINEERS - PLANNERS - 1 41 SOUTH HIGH STREEIT T --------- HARRISONBURG, ViRGINIA 22801 SHEE NO. -4 TELEPHONE ((03) 4,34 3365 14 - ------- 9 OF SLOPE: A; I ". NOTE - THRUST BLOCK INFORMATION IS BASED ON 3000 PSF SOIL BEARING CAPACITY . 'ORIGINAL TRIENCH WALL STANDARD THRUST BLOCK FOR 90W BEND THRlST BLOCK CONTACT AREA IFT.'! .SII L 512.' OJ 50 00 PLAN INVERT i T L THRUST BLOCK SHALL BE SPECIFICATIONS . EMBEDDED W UNDISTURBED THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL PUBLIC OR PRIVATE UTILITIES WHICH HEAVY OIT. MANHOLE FRAM SOIL T t 11 51 ANDARD ---- '.::TRUCTION. 90' BEND THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 24 HOURS IN ADVANCE OF ANY EXCAVATION IN PROXIMITY OF THEIR UTILITIES . PROPOSED FINISHED GRADE d WATER MAW THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING WITH MATCHING MATERIALS ANY DRIVEWAYS, TOP OF BUILDIN FOUNDATION WALKS, CURBS, ETC., THAT MUST BE CUT OR ARE DAMAGED DURING CONSTRUCTION . 1 THE CONTRACTOR SHALL PROVIDE TEMPORARY DRAINAGE AND EROSION PROTECTION DURING CONSTRUCTION ,NTA"I -RCP -- - N 50. IT. p 3000 PSI CONIC. 'ORIGINAL TRIENCH WALL STANDARD THRUST BLOCK FOR 90W BEND THRlST BLOCK CONTACT AREA IFT.'! .SII L 512.' OJ 50 00 PLAN INVERT i WATER ._......_ TIE — STANDARD THRUST BLOCKS FOR TEES WORKINb PPE PRESSURE FS , j- SIITE 100 50 2o0_. CONTACT AREA IN SO. fT. THRUST 4 BLOCK THRUST BLOCK SHALL BE EMBEDDED IN UNDISTURBED SOIL ORIGINAL TRENCH WALL STANDARD THRUST BLOCK FOR 22 112° 8 45' BEND WORKING PIPE SIZE PRESSU E (PSD. 100 150 200 3' 2 6- 2 2 3 8' 3 4 5 I 5 A R MIN. m i A I'�-- 30' MIN—_� _ B G.V. Z G.V. u� B g. e G.V. TAR BASED WATERPROOFIN OTR .L 6 106' (SEPTIC TANK) WALLS. e- 84' (BLOCK) REINFORCED CONCRETE OR METrAL TOP WITH 2'-3' METAL DOOR WITH HANDLES o d Z V SEAL WITH A 0 WATERPROOF V CAULKING ° aG.V. G.V. 2- PIPE TO GRADE IF POSSIBLE OTHERWISE 4 INSTALL A SUMP AND SUMP PUMP. SLOPE TO DRAIN " 6 L_� 1 •11•1, SUMP �J SECTION A -A s. I-112' MW. G.V. SIZE 4 ,T b' CONCRETE SUPPORTS EAS NEEDED( °.4' MIN. CONG '? SECTION B -B (BY-PASS) NOTES ' I' INSTALLEOKB SPACED BSER COATED O TED STEELELY STEPS OR APPROVED EOUAL SHALL BE 2. EACH DESIGN PLAN AND APPLICATION MUST BE APPROVED . TYPICAL METER VAULT FOR METERS 3' AND LARGER VALVE SOX, T L __ _._ SPECIFICATIONS . 1 THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL PUBLIC OR PRIVATE UTILITIES WHICH HEAVY OIT. MANHOLE FRAM g 8 (:OV H WI rH 1"WO CK HOL'.'S CITY OF HARHISONBI F' 11 51 ANDARD ---- '.::TRUCTION. WATER ._......_ TIE — STANDARD THRUST BLOCKS FOR TEES WORKINb PPE PRESSURE FS , j- SIITE 100 50 2o0_. CONTACT AREA IN SO. fT. THRUST 4 BLOCK THRUST BLOCK SHALL BE EMBEDDED IN UNDISTURBED SOIL ORIGINAL TRENCH WALL STANDARD THRUST BLOCK FOR 22 112° 8 45' BEND WORKING PIPE SIZE PRESSU E (PSD. 100 150 200 3' 2 6- 2 2 3 8' 3 4 5 I 5 A R MIN. m i A I'�-- 30' MIN—_� _ B G.V. Z G.V. u� B g. e G.V. TAR BASED WATERPROOFIN OTR .L 6 106' (SEPTIC TANK) WALLS. e- 84' (BLOCK) REINFORCED CONCRETE OR METrAL TOP WITH 2'-3' METAL DOOR WITH HANDLES o d Z V SEAL WITH A 0 WATERPROOF V CAULKING ° aG.V. G.V. 2- PIPE TO GRADE IF POSSIBLE OTHERWISE 4 INSTALL A SUMP AND SUMP PUMP. SLOPE TO DRAIN " 6 L_� 1 •11•1, SUMP �J SECTION A -A s. I-112' MW. G.V. SIZE 4 ,T b' CONCRETE SUPPORTS EAS NEEDED( °.4' MIN. CONG '? SECTION B -B (BY-PASS) NOTES ' I' INSTALLEOKB SPACED BSER COATED O TED STEELELY STEPS OR APPROVED EOUAL SHALL BE 2. EACH DESIGN PLAN AND APPLICATION MUST BE APPROVED . TYPICAL METER VAULT FOR METERS 3' AND LARGER VALVE SOX, T L __ _._ SPECIFICATIONS . 1 THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL PUBLIC OR PRIVATE UTILITIES WHICH _EINEORCED CL'•. _ I '.::TRUCTION. bl S - 4• MEN. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 24 HOURS IN ADVANCE OF ANY EXCAVATION IN PROXIMITY OF THEIR UTILITIES . PROPOSED FINISHED GRADE 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING WITH MATCHING MATERIALS ANY DRIVEWAYS, TOP OF BUILDIN FOUNDATION WALKS, CURBS, ETC., THAT MUST BE CUT OR ARE DAMAGED DURING CONSTRUCTION . 1 THE CONTRACTOR SHALL PROVIDE TEMPORARY DRAINAGE AND EROSION PROTECTION DURING CONSTRUCTION AS DIRECTED BY THE OWNER OR THE ALBEMARLE COUNTY SERVICE AUTHORITY . w 6. THE CONTRACTOR WILL USE ONLY APPROVED MATERIAL IN THE BACKFILL OF UTILITY TRENCHES . o ry 7. ALL UTILITY TRENCHES SHALL BE COMPACTED AND BACKFILLED TO WITHIN 0.2' OF FINAL SUBGRADE ELEVATION mAND GRADED MATERIAL SHALL BE REMOVED AT THE ALL FINISHED i SLOPES IN UTILITY EASEMENTS OR IN RIGHTS OF WAY NOT SUBJECT TO PAVING SHALL BE TOPSOILED AND o , H- ZD SEEDED IN ACCORDANCE WITH THE SPECIFICATIONS OF THE VIRGINIA EROSION 8 SEDIMENT CONTROL HANDBOOK SERVICE o G. ALL UTILITIES SHALL BE INSTALLED UNDERGROUND . ll> 9, WORK SHALL BE .SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. PRE -CAST MANS11 N THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START o OF WORK TO MAKE THE NECESSARY ARRANGEMENTS FOR THE INSPECTIONS TO BE PERFORMED. 10. THE LOCATION OF EXISTING UTILITIES ACROSS OR ALONG THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. WATER SERVICE DETAIL 46' 60'-71" NECNOT I I �I. VAFIIAW E SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON JANUARY 20, 1983 AS AMENDED DECEMBER 20, 1984 . 12. ALL ELEVATIONS ARE BASED ON ASSUMED DATUM. 13. THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING "MISS UTILITY' (1-800-552-7001) IN ACCORDANCE WITH ALL APPLICABLE STATE AND LOCAL LAW . T:�A-t 1c MODELPFIRv HYDRANT , FOR 3} -1 TENCH z z4• PUMPER NczaE 14. ALL NOZZLES N.S TJ 4} At VE C Et INC , 5 C. PENTAGON OPERATING NO . ALL WATER AND SEWER LINES SHALL HAVE A THREE FOOT MINIMUM COVER OVER THE CENTERLINE OF THE PIPE. 7' FLATTO POINT EPEN EFT FAINTED At. UMINUMI 6- M.J. PIPE CON- . ECTICN WITH ACCESSORIES , A.W.W.A -. FC!FICATIONS 150 POUNDS WORkIN, 15. CONTRACTOR TO HAVE ONSITE AT ALL TIMES CONSTRUCTION IS IN PROGRESS, ONE SET OF APPROVED DRAWINGS, T— --._ _ _ mow• 9�J DRESSER M&H FIG. 29-T OR EOUAL AS APPROVED BY ALBEMARLE COUNTY SERVICE AUTHORITY. FX'El+DE:: BASE ------ BASE -- PRECAST COINCRETE :k SANITARY SEWER MANHOLES ARE 48' DIAMETER . THOSE FOR STORM SEWER ARE AS SHOWN IN STORM SEWER SCHEDULE .. WATER ._......_ TIE — STANDARD THRUST BLOCKS FOR TEES WORKINb PPE PRESSURE FS , j- SIITE 100 50 2o0_. CONTACT AREA IN SO. fT. THRUST 4 BLOCK THRUST BLOCK SHALL BE EMBEDDED IN UNDISTURBED SOIL ORIGINAL TRENCH WALL STANDARD THRUST BLOCK FOR 22 112° 8 45' BEND WORKING PIPE SIZE PRESSU E (PSD. 100 150 200 3' 2 6- 2 2 3 8' 3 4 5 I 5 A R MIN. m i A I'�-- 30' MIN—_� _ B G.V. Z G.V. u� B g. e G.V. TAR BASED WATERPROOFIN OTR .L 6 106' (SEPTIC TANK) WALLS. e- 84' (BLOCK) REINFORCED CONCRETE OR METrAL TOP WITH 2'-3' METAL DOOR WITH HANDLES o d Z V SEAL WITH A 0 WATERPROOF V CAULKING ° aG.V. G.V. 2- PIPE TO GRADE IF POSSIBLE OTHERWISE 4 INSTALL A SUMP AND SUMP PUMP. SLOPE TO DRAIN " 6 L_� 1 •11•1, SUMP �J SECTION A -A s. I-112' MW. G.V. SIZE 4 ,T b' CONCRETE SUPPORTS EAS NEEDED( °.4' MIN. CONG '? SECTION B -B (BY-PASS) NOTES ' I' INSTALLEOKB SPACED BSER COATED O TED STEELELY STEPS OR APPROVED EOUAL SHALL BE 2. EACH DESIGN PLAN AND APPLICATION MUST BE APPROVED . TYPICAL METER VAULT FOR METERS 3' AND LARGER VALVE SOX, STORM DRAIN SPECIFICATIONS STORM DRAINS, AS LOCATED AND SIZED ON THE PLANS, INCLUDING THEIR RESPECTIVE APPURTANANCES� SHALL STRICTLY CONFORM TO THE MATERIALS AND INSTALLATION METHODS SET FORTH BY THE LATEST REVISION;OF VDHBT STANDARDS 8 SPECIFICATIONS . CONC. ANCHOR SANITARY (SEE THRUST 91.0'K GF_TAL., SEWER D -AUG AND RODS TYPICAL SIRE HYDRANT CONNECTION 213 PIPE DIA. !� WATER LINE G T E MINIMUM '24' MAX. MA`EF n x ATEi. -. ?L_�I -1976. CLASS 2, OR AW WA C154 7C . AN'AHY 'AI A TM 'OC FXTRA STRENGTH VITRIFIED CLAY WITH ASTM 1,425, YPF II JOIN. S, OR IBI DUCTILE WON PIPE AWWA C15t, CLASS 52 WItH Mf P4'ACAL JOIN—S A WA CII(, OR (C) PVC PIPE ASTM D3034, SDR 35, WITH FTUSH ON NT, ASTM O`::':. ":N _,ANNC_ al. ORTAwED, THE SEWER SHALL 39 CONSTRUCTED W PLACE TO'50 PSI WITHOUT S SHALL BF c`JUIDISTANCE N:, AS 4AR AS POSSIBLE FROM THE SEWER _RIl. TYPICAL WATER & SEWER INSTALLATION' N:SL A' I .IOR No 3?70-9 GRADE 77 /7 MIN. GRADE 114'' 1.7 m 112 -BEND L_CAST IRON UNDISTURBED SOIL SEWER CONNECTIONS NOT TO SCALE 0 ROD W. SMITH No. 9305 KNIGHTINN NEAR CHARLOTTESVILLE ALBEMARLE COUNTY, VIRGINIA. T`I1 ::. "a $ SEWER DETAILS DA TE, MAY 23, 1986DESI8HE0� WPM DRAWN B F SCAL£' AS NOTED CHECKED, WPM -OPPER cR SMITH , P. C. PLANNERS / ° UTI HiGH STREET A4F. /8✓ -' RG, Y61MA 2280/ SHEET N0. rf t 17 - �- f X03/ 4?4• 6365 10 OF 14 GENERAL NOTES L ALL CONSTRUCTION TO BE IN ACCORDANCE: WITH LOCAL AUTHORITY STANDARDS AND SPECIFICATIONS . 2. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL PUBLIC OR PRIVATE UTILITIES WHICH I.IE IN THE CONSTRUCTION AREA PRIOR TO ANY EXCAVATION OR CONSTRUCTION. THE CON- - `CESPONSIBLE FOR REPAIRING AT HIS EXPENSE ALL EXISTING UTILITIES '.::TRUCTION. 3. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 24 HOURS IN ADVANCE OF ANY EXCAVATION IN PROXIMITY OF THEIR UTILITIES . PROPOSED FINISHED GRADE 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING WITH MATCHING MATERIALS ANY DRIVEWAYS, TOP OF BUILDIN FOUNDATION WALKS, CURBS, ETC., THAT MUST BE CUT OR ARE DAMAGED DURING CONSTRUCTION . _ PAVEMENT 5. THE CONTRACTOR SHALL PROVIDE TEMPORARY DRAINAGE AND EROSION PROTECTION DURING CONSTRUCTION AS DIRECTED BY THE OWNER OR THE ALBEMARLE COUNTY SERVICE AUTHORITY . w 6. THE CONTRACTOR WILL USE ONLY APPROVED MATERIAL IN THE BACKFILL OF UTILITY TRENCHES . o ry 7. ALL UTILITY TRENCHES SHALL BE COMPACTED AND BACKFILLED TO WITHIN 0.2' OF FINAL SUBGRADE ELEVATION mAND GRADED MATERIAL SHALL BE REMOVED AT THE ALL FINISHED i SLOPES IN UTILITY EASEMENTS OR IN RIGHTS OF WAY NOT SUBJECT TO PAVING SHALL BE TOPSOILED AND o , H- ZD SEEDED IN ACCORDANCE WITH THE SPECIFICATIONS OF THE VIRGINIA EROSION 8 SEDIMENT CONTROL HANDBOOK SERVICE o G. ALL UTILITIES SHALL BE INSTALLED UNDERGROUND . ll> 9, WORK SHALL BE .SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. o > THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START o OF WORK TO MAKE THE NECESSARY ARRANGEMENTS FOR THE INSPECTIONS TO BE PERFORMED. 10. THE LOCATION OF EXISTING UTILITIES ACROSS OR ALONG THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. WATER SERVICE DETAIL THE CONTRSSARYACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECNOT TO SCALE II. 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 DECEMBER 20, 1984 . 12. ALL ELEVATIONS ARE BASED ON ASSUMED DATUM. 13. THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING "MISS UTILITY' (1-800-552-7001) IN ACCORDANCE WITH ALL APPLICABLE STATE AND LOCAL LAW . T:�A-t 1c MODELPFIRv HYDRANT , FOR 3} -1 TENCH z z4• PUMPER NczaE 14. ALL NOZZLES N.S TJ 4} At VE C Et INC , 5 C. PENTAGON OPERATING NO . ALL WATER AND SEWER LINES SHALL HAVE A THREE FOOT MINIMUM COVER OVER THE CENTERLINE OF THE PIPE. 7' FLATTO POINT EPEN EFT FAINTED At. UMINUMI 6- M.J. PIPE CON- . ECTICN WITH ACCESSORIES , A.W.W.A -. FC!FICATIONS 150 POUNDS WORkIN, 15. CONTRACTOR TO HAVE ONSITE AT ALL TIMES CONSTRUCTION IS IN PROGRESS, ONE SET OF APPROVED DRAWINGS, PRESSURE a 300 POUNDS TEST THESE DRAWINGS WILL BE TO RECORD ALL AS -BUILT INFORMATION REQUIRED FOR THIS PROJECT AND SHALL DRESSER M&H FIG. 29-T OR EOUAL AS APPROVED BY ALBEMARLE COUNTY SERVICE AUTHORITY. BE KEPT UP ON A DAILY BASIS . STORM DRAIN SPECIFICATIONS STORM DRAINS, AS LOCATED AND SIZED ON THE PLANS, INCLUDING THEIR RESPECTIVE APPURTANANCES� SHALL STRICTLY CONFORM TO THE MATERIALS AND INSTALLATION METHODS SET FORTH BY THE LATEST REVISION;OF VDHBT STANDARDS 8 SPECIFICATIONS . CONC. ANCHOR SANITARY (SEE THRUST 91.0'K GF_TAL., SEWER D -AUG AND RODS TYPICAL SIRE HYDRANT CONNECTION 213 PIPE DIA. !� WATER LINE G T E MINIMUM '24' MAX. MA`EF n x ATEi. -. ?L_�I -1976. CLASS 2, OR AW WA C154 7C . AN'AHY 'AI A TM 'OC FXTRA STRENGTH VITRIFIED CLAY WITH ASTM 1,425, YPF II JOIN. S, OR IBI DUCTILE WON PIPE AWWA C15t, CLASS 52 WItH Mf P4'ACAL JOIN—S A WA CII(, OR (C) PVC PIPE ASTM D3034, SDR 35, WITH FTUSH ON NT, ASTM O`::':. ":N _,ANNC_ al. ORTAwED, THE SEWER SHALL 39 CONSTRUCTED W PLACE TO'50 PSI WITHOUT S SHALL BF c`JUIDISTANCE N:, AS 4AR AS POSSIBLE FROM THE SEWER _RIl. TYPICAL WATER & SEWER INSTALLATION' N:SL A' I .IOR No 3?70-9 GRADE 77 /7 MIN. GRADE 114'' 1.7 m 112 -BEND L_CAST IRON UNDISTURBED SOIL SEWER CONNECTIONS NOT TO SCALE 0 ROD W. SMITH No. 9305 KNIGHTINN NEAR CHARLOTTESVILLE ALBEMARLE COUNTY, VIRGINIA. T`I1 ::. "a $ SEWER DETAILS DA TE, MAY 23, 1986DESI8HE0� WPM DRAWN B F SCAL£' AS NOTED CHECKED, WPM -OPPER cR SMITH , P. C. PLANNERS / ° UTI HiGH STREET A4F. /8✓ -' RG, Y61MA 2280/ SHEET N0. rf t 17 - �- f X03/ 4?4• 6365 10 OF 14 PLANT LIST CUNVE N /� (,. I ti SYN COMMON NAI! QUANTIIY SIZE SPACING COND. REMAKES SNADE TREES: AR AGER RUHRUM 14 3i" C.I. Aa Show e b B Street T[ee 2 78 ° Quality 3 i l 'JU• `+' GB GINEGO HIloBA (Male) to II" Cal. A. Show H b H sneer nee Mnidennafi Tiee Qua1, cy TC TILIA CORDATA 'GREENSPIRP' 13 3" Cal. As Bnow H b H Street Ire¢ Greev.plre Littleleaf Llndev Quality EVERGREEN TREES: PN PINUB NIGRA 19 6' As Show H d H Full Specimen. NOTE' LANDSCAPING TO BE MAINTAINED AND REPLACED A.mtraan Pm GP IF ANY SHOULD DIE. PS PINUS STROBUE 49 5-6' W. .—R 4 H Full Specimens e Nhice Pine TC TSUGA —E S11 5 5' Aa Show B 6 H 4 Full Specimen. / Canadian Hemlock N>/• ORNAMENTAL TREES: mB M.11.g FLORIBUNDA 3 24" G.I. A. snow E, B Full Specimens P S� l yr t Japanese Plo.erivg Crabapple C pull NS MAGNOLIA HTELLiTA 3 6' A. Show B 6 H ll Bpecimeve Star Magvol i. s6HDNH: / ABP AZALEA -B--PINE' 18 24" 3' a.c. H 6 B -' or Yull Bpecimeve Cont. j F _pL �-- � Blaeu.'e Yivk Azalea pmclmene ADV AZEA'DVWleyEY—Ljc, Azalea 15 24" 3' v.c. ContB or Pull B PL / \+ BJ BEREERIS JULIANAN 9 30" 4' o.c. B 4 B or Pu Ll Bpecimeve � .5� \ Nlncergreen Mr6errf Cont. ./y,, a� 2qe, �- G CORNUS ALBA 'SIBIHICA' 24 3' S' o.c. H B B or hll Sp -j-., N EAC SSberiu Nog.'od a COMPAcont. ALATOS CTA 35 24" 3' o c B b B o[ Full Specimens .. Bet �imRea E� tout. ICB ILM NA CORNUTA 'BURFOMII 27 24" J' o.c. B 6 B or Pull Bpecimeve ConC. D.azf Burford Holly ICf.T. ILEX CRENATA 'GREEN LUSTER' T 24" 3' o. c. B d 8 or full Specimen, ( / Green Luacer Japanese Holly Cont. ,-,, PMM PINUS HUCHO 'Pi....8] 24" 3' o.c. B b B or fail Specimens Dwr` Hugh' Pi.. Cont. r�PMM M r BH SPIRAEA BUNALDA 'ANTHONY 3' o.<. B d Bar Full Bpeclm<ne AVTE'oRCoot. 4 I G G I, T spire H .tete r / 2 T i (3 p J �• M F f' to E �P G _. •,.c .,� ,,,m ,. a n, ?AbJ W� ��•�3 sv, e.a ro. nmv i r , 2TC� ACCESS rmma�o�. I ZTC, Ea BJ I , ------ A t --Acv F A;iK'd1� CDPK-NG DETAIL - ORNAMENTAL & SHADE TREES ±f P1J (UP TO 3• CAL.) L + G n + 0` N 11G6 3Anv (o AbP _ v .'W, .7171'AM..:71-iZ, SPMM 14'""""'.1", ,N-. Allyn Flaw _K a �-.AIL SHRUBS uem Yn�.va� F1bTIN,/ ----�� S PMnA _ ...® BRICK BUf ING J188.7; S 41'15'02' W ROUTE 29 ( VARIABLE RIGHT-OF-WAY U.S. - - - o I mum �• � a� mu�ve:vnm. TRIPOD BRACE I, STAKING DETAIL (3' AND ABOVE CAL) I c PLANTING DETAILS - EVERGREEN TREES ALTff KNIGHT'S NN ROD W. SMITH�� NEAR CHARL ILLE O > ALBEMARLE , VIRGINIA e No. X06 9305 LA SCAPE PLAN �S3IONAL ENG RE"50•,^ o oe'✓ :-`[ PT sir+ AY 23, 1986 CARDINAL CARDINAL — I = 30 CARDINAL <_vrlRht 19 COPPE7 e ,,fit Ty BY .ARDINAL INDUSTRIES INC. 11 14 IN IT .. TT7_ 7_77 7- 41 _T EtT k! cl TTHF Z -LLL T -T -14T �FE# # T # 7 __ -ATT w - + -T- _177 1UF :%. I � - + I 4-7- -f- - 7- -7 T T PF_ F_/ 7-F -H4- -1-1 7 T 7-t + + F - + _114 I I ____ __ 7- - F_ --- 1 7 1 1 1 - +-# + t + -7- T- -4- 4- TH- F 41-1-41- ET - nT_ t Fr - - - - i I FT FT - - -t -t- - I - 7E # �+14 r- 7_ 7FF IF, L 14 7 4_ + _H_F_[ F 447- T t 4-4 77 _F--- 7 7 t TrT + # _T T DID W. SMIT� NEAR CHARLOTTESVILLE t 0. SANITARY SEWER & T_F_ _PFIET - "10 N WATER MAIN PROFILES W.P.M. __:F 7- F1112 I I REFER TO SHEET 9 OF 14 FOR WATER AND SANITARY SEWER SPECIFICATIONS DESIGNED.: _T = T -7 2. REFER TO SHEET 10 OF' 14 FOR TYPICAL CONSTRUCTION DETAILS. IL F_ , 1- � If -4- - r 1 7 3. 4. 5. A MINIMUM OF OVER SANITARY A MINIMUM OF A MINIMUM OF 18" 18" 42" SEPARATION STORM SEPARATION COVER SEWER SHALL SHALL PIPES. SHALL BE MAINTAINED BE BE MAINTAIN MAINTAINED OVER D WHER WHERE WATER WATER WATER MAINS. MAIN MAIN CROSSES CROSSES SURVEYORS. 1041 HARRISONBURG, SOUTH ENGINEERS, HIGH VIRGINIA STREET 211301 PLANNERS SHEET NO. LLLE Titl I - --# �- fi F T 12 OF 14 JOB NO. 322O-3 _ - - - ! - - _ _ T- - - - - - 1 - i -- - - - -_- -� - - -IIr-- r - - c_ 'rl- - r r -t D.I. CONCRETE PROPOSED # 6 IS TO PIPE. :4 BE BUILT EXISTING OVER INVERT EXISTING ELEVATION 12 RE INFORCED AT THE__F_ T 1jlr. TI - � IT� �- ; r -. i _ r -I- - -i- - I_ i F_ T �-! - r_ _ 11 r- -r�- _- - T-_,- I - -� - 7- - I -r-� -' -- ,T -, �- __, r- _ -�_ -� - 1� - - f rr 1-- r -- } r �T - -` - T.`_ r - . r - �r --� F - -- �I 1- _•_- 1 -'r- _I (- r_ i �- r rfi �- _ _ - _- r r I - r 1 T= -- i - T� 7-1�C-`� -___ r -1- - ` r !� �_r r--:__ r_ I- - I T _ __--- I T _..._---�-.- L_1 - -{ -- r - i !.i T r ;- -t -,-( � f �� I I- --_F_-I !-r_,-_- -r-_F_ _ !- - f;I�I -r T� _ fii = Ii_I�- T I T 1- � i ' - -�- � - --'-i- = + _�_ �rr �- - T _ -- --r- - I -- T r - - - r - - - - - - - n- - - _ -- - r r- - - - - -_}_ - - - - -� _ - - - - DROP OTE INLET DROP TOP INLET ELEVATION = 479.17', - 481.80 ' AND PROPOSED . y r _ - -r- I> - _ r - i-- r _ - -� T Jr r r-- -r - - r - _ � r _ - I -.. - �i -_ - i - i r- - T Tr- _ - - - L _I _F_ - -1�= i r ! - T r =�-, _T --��- -- _ r T _I _, r r r- - T - _-.. - - r -�rT �r� �� r� =-- � {_ - - -- 1 T { ;� � ---F- -rw- rrt1 r _ r- -- - - 1 �I - I!r�r _ _� -, - -- -r r F r - - r T- - off r ' -- r _ -- - -- - _ . - - _ I T - - r-r I r-i � I - - --D - r r r -r- , r jj - � - -� - I i- - -- - -- - - -- - -` - T. T -I 1 -_T_- r- t-t- - - I_ - - r - - - - - t- - - - - - -- { - - t - - - - -- - - - -- - - _ T I r - - - r - � -fi I I r - r ! -I 1- r - - T __ �- r - _ f- - - - r - IF SEWER COPPER MATCH AND SIZE REVIEW OR IS � THE INVERT OTHER SMITH, CROWN THE ELEVATION THAN P.C., EFFECT OF SHOWN IMMEDIATELY. THE OF EXISTING ANY OF ON EXISTING THESE GRADE IT STORM STORM PLANS IS NECESSARY SEWER CHANGE. , CONTACT TO PIPE _ - � I - -� w r_ - + r I i - i-I ._� I I T - �- - -T - --_}--� -- - ? t T- r I - _ I fi � _ - �I E -- I - - -- r : T f _ - -I- - I �� I - i� I I i - - T r_ _ I -r i - -fi- ,-I�T' I r- - I 1 I � t -- 1-rT-r, _� _ � I -L --I- �-� - � ' �, - - i .�-� - -- - _ �__ r . I - - _ - r r r _ r -- _I _ _ r �__ - _ r- - _ _.I_ I r- -r-- - I r i( _ -- ,_ _ - - __ I _ T � I - -r- I -- - �- - _ _ _ , � I� I _i - -�-- r I . - - ---_ 1 -- 1 __ �.. t -'_ I 4 {-� i - 1 _ - r ; ( r_I r_I _,- - _! I : r _ _ i � -_ _I I _ _ - _ _ - 1- _= I_ r : A i - . f I �r - _ - Tl T i- _ -_ _ _� I _ ! +------�----- I � t _ r, rr _I;- _ _�-� � I - r fi - �I_ r - - I- -F -T - _ rT _r -r--,- r ; T -�- Y _ r 7._ -,- � i _ _ - r= _ - T� _ �-r--+-- r - r ' �I _ I T r T_ -- _� -- _ fir- ice' ` � r rr -;--- - - 1 1 --rr r I`` jj+ r - - T 7- j� I T I 1_ T- r a __ } -� -I - _� --j r L- T I r r-;- .. - =T -:- L-r (f ��p(-r �-- r- -- --+ -T�_r-r- ��-- � ��✓, -- A r ! ^r-r - ---- - _ __ r- � '- -- -� �I �� -- 1 - __ _� r 1- 1 T _ _ _ - T r - -r --{- r _ _ ,- - - r - - � -�1_ 1 r -I -, fi - -_ - (-' i r TT -i i-r � �; r7r - - - -�- - �� - - - ----! - __ --� �-- -r _ -� - - -r- r_Iilr - - - - -- -i- �� - _ _ �f - - _ n. - -- - Y- _ - - - i - STI - - - - - - - IF -F - I I --- - _ r - -- _F_ - - - - - � _ T� -' - - _ -- r - - - - - -!- -- - - r - - -_ - - - - - - r rT! - - - - - - - - T r -- - -1 _TT -T _ - - - - _ _ - - r- } -- - _ i ! - TI i- - - - - _ I -� - - - - - - - i t - - -T - I - - - - - - r _ - I- - - - - -�- - - -- I - - - _ -, - - I - - T --- i {- _ - 1 �- rr _ r r -TT r _ E }_... -I- I T- ! j r-i I - -r r _� r- - + } 1- r T _}._ _(_ T - I I T - I - 1-r-I- � r I - r I�-r 1 - - f r _ - �rT� - ! - T_ T _1 � ! I � !1 1 � -'= (--r-(-I 1 ' 7_ r - :r F T T I 1 I- _ii I-� I-I�I _ - -' - - -r- T I _I� - 1 ri '- 7 1 __-' 1 1 T -I ,_ r r- r 1_i_ -�. - - - 1 ( �- -f � - -T r t r- � -- _. i-I - - -- t i G- f a - -' f 'r I_ _ - - - --C�- . _ _ _ - ! �r � - - 1 �- � -I- - -1 I� --- r I T - rn - i - � -� -- - T -,-_. I-. - -'--rte__ ' II-- -I - T-T -� - - -r ! s� -' - 1 -' - - - - ,� r' _� j-� ; �t --- - �TI 1 -�-T- I I-A ' - fiI-_ r- r - - r ---- r}- - fit I- T - - - - f -� +Tr I r - i- -- - - i-1� T- -- 1 - -r--- } - - i - -- - — �- - - - --- i -- T - - - - - - r - - - -� T , r --- - - - i I I I � - -- _ - r - - - _ - ! i- - - -- r I - - -- -- - - _ � r- - - r- _ - - - - -T- - - - 1 I -- - - r- T - - r - 1 - - T - T - � - - T � � '- -- r 1- - - I - - - - - _ --- T-_ - T -I Tr - -- _ r ----� -- �- - 1- - - -I - r - _ - - � 1 T 1-�='�F I - - �- I `- ; �i �- r -- - � r r r r - - ! - -- �- - ---t--r- _ - - T I r � -- T _ _I _ I -_ r.- � r 1 r- - - �t - I_! 1- }- -- _-I-1_-_T - T -� - T - � r { - I - - - r - - {- r ---'- f r _ �- -I-- --+- - --r-� - - - -- � 1-=r - t --j- -� - r- - �-- -{ r-� -T �! -- r--r- -� - -r_ r - -r- - - - - - 1 - - - Tr �- -- �= 1- T ; -_ r- fi- �l - � _ -1-i_ r i r- T - -- _-� - - - - - �r -1 1 -- T - - �- ! - - 1 - - - -{ - - -f_•-= il I - I _ - -r- - j - r- - > ---1- - - I I---F-- T ----' _-. I - T- -- T - -r - � �� -{ - r _fi T _ - - T r- I -- T � - �1 ! - �- l I T- r - - - � - - r - - r --T_ r - - ! - r _ r -TT - - _ _ -iT I r - - - 1 IT I - T- - T - r - r 1T - ! - - - 4_ - - - _. _ C r - -- _ T _ _ -!- -- - = rTr r __ r �{j- T' -�-r ff�� -rte � TF - r { �- -r T - -= r -F m 1 --`_'- 1 r T .- r-r r: -- - i- r T� _ - - - ! Tr - - --_� - r r -I r r _ rT-. --1- �� I rrr i -- - - - -- _r - ----- T - T - - -- - - - - u f '- (T r - --r-I T_ - - - - _ 1 - I - T = - - -r� - - fiT T ' - - L -r - - - 1 - , --- ! -��- -r - - - - _ - - - -- I - 7� 'rrr��trrr�� - F -1- - - a > - - _ r - -r�lTr_- T� iT -- - - - (- - r- I - - _ I - - - � - - - r ( T r - - i i - - - - --r�} T- I T - -T- _ _ I i - - T _ I I - � ! _ � _ I _ I 1 .. - i1 I _ r- I � _� _ I T I r � . _ r r r ' � I .._ �-��- r _ i�----. I ! I -- � I- - _ - _.I - - I � ._ C I �T`", I-- I _ I f ', _ r I_- _ rr� _ - - -_ -- - t- - I -_ __ r ! -r- I I l r -1- _. _- r -_ I - � -l. ' _ - - r I �T _ --�?- 1 - I ! - � r � _____�_ �L� --_ic �''�{ ,� r CQ --1- - - T - - r- I - -- - t _ - - T- r ( I - - --- - _- - _F_ - -(- _T_ - ' � - - - -L ! - T - - - - - - - - -- - - -- -- - -- r - - - - - - TT - - - - - - - - - _ - - -1-- - - - - - r - - - _ T - - --I r _- - - - - - - - - - -- - - - -' r -_ T - -- - -- r - --•- - 1 -•- � ! _ -- ---- 1 - rr - r . T _{ f�� -SIL--'}-' Z 1I _ - - - '- r r i - - -' -- ( - - -L-- -i- _ 1 r ? _ - - -_.}_ --�-- r i _ r r... - _' - --t - - - - -� .�_ - -_ 1 _.._ . -- -I-- I -� -- - r - ----r- _ I r { �{-- — r =r- _ -�---j{- - T-�' - T� I - -- -- --- I } -{I-- 1 - r --I � _ + _ �T --r- r T -I r--- '�j _ 1 - •-,--; T I - - _ ! I t 7 T -�i - -{ -�{IST r 1-1 -� 1 - 7 _-�_._ 7 li - -+-- - - -}- T - - -�-j}-I { -}- - 1 I� - T - _+Tr r } - I !- FI r-- l T r- r - - i= I �r - _ _ _ i - - - -{- -- - _ r - r iI - - _. - — - - - - r - r > T� T r -- r - i � - '-- r r 1 ! i r _I - r _ I _T__ T .r� -r - 7 _ (r - p i T I I-- -r-- �T-T _I - _ r T - T i -r --- =_ - - - _ -_ - --- , i r -r-r6- t - T r T i _T r + t - � - - - i - -- - 1= -- - - - - _ Tl' -r -� -'- -� I__ �_ f - - { -' r_- -r �_'- -� � '- I I ; r l� 7 f T� i r �� t rI �� _- -' m I_ } r__� -' T-- _i- r� - _ F_ I - 7 - T --'r- tT - rT - --- - - r - - _ - - - _ - - - - ! - - - - - I - - r - - r - - - - -- -- _-- - -- ---- - - - - - -- T� r r- - - - r--- - -T -i - I - +-- - - T- - - - I- '-=T=r -r -I - - I - I_ - - - - - -' ;- _� - - - - r - T - f- -t - - T-} - - -_! T - - T i - -- - T - _ i - _r �_!_ (" r- -' -- r r r- - I - -- - ! � - i �', - � r _ _'I I -I r _ _ -? - _i -� -1T -- - r -- -; I- {- TT T-�-- - � -� _ 1 - i- - T T= 1_ - C _ - - J - _T, _ _ _I - -- - I 1` _ T_ � _ - �r - T � _ _t �� I- l - - - _- i _ 1 - � - - _ 1 I !__-?� _ - r [�7� -� r T _ r_ T - _ - - _� _ i � >�n -7_ 1 -- n l� -- ( .. - - T _ 1 _� - _ r�--- - T T- - -- =r-- - _� I 1 _ = �7_ �i-- 1 _ 1_1 _ - - _ - r - - r _T -1 1=� - _ _- - -- - - - - - - — - - - i - - r r T- - -- - -- -- _- - - - _ - - - _ - - - - - -- - -- - - - - - - - _ - _ - _ I _ T _ - - - - - - - - - I -- �-' r --- - - -r T -- -- _�- -- __ --} t r 'I -r - -!- _ - _�- 11- _ i _� -- 1- T --1- I- t_ ---- +- - I � � I -� t�- - - - �- E- -: -. � ------ - r- � 7 r _ -�� - - � � } � � 1- _ i _ _ _ T � r -�-_- � T � -- � r � -- r� rl -T � _ -I- - -� _, i- -rt � _ - - - -- - - - --T -- - , -� - -r T{=1- , - - - -r - - �i �- - - -t � --r-r= -r- � r - 1- - � T- ! - -�-. - . -{ -- _ - - - - - - - - --- - - - - - - -- - - - - - - i - - - �- - - -- - - - -- _- - - - - - - - - - - - - - - - - -- -� --- r -- - -- T - f 1 r Trill - - al - 1=� �� {� + 11}� 1, _ t rt r � i r r _. �f I_ - % ��I� r I r .: r 1 _ 1 _r _ I- T _r t -- T r - _ I -- _- + T -- _ - _I - . i_ - _ -i - _ T ---- ,_ - - _ ! r - " - - - - Iii_ - - r i - _ - - - - -� -- _ r - r _ _ ( IT - _- - - - I --f- -IJi. - - - T� - -I- ( I- T I --- >-- -- C - -- r I -- - - _ r �� - I �- I - r ._ �1-;- T -_-( -�TFF - - --- r i -i- - - i -- - -- {� --- r-I ;fir - - _ - - - - - '- � - , i L} - - - - r', Ti_I _ i - rT r - _ f - - - - - +� - - - - - r , _ I r � - T� - I - � - - - - - - --- - - - - - - - 1 a - - - - -,- - - -- -! - _ _ - - - - - - � r- - - r- �7-1-7 r ' ___ r r - .._.____._ � - � T _-_._____I__I-__. l _ ! I - - �l T-r � - { r m - -r- �( _ r -- � -. --r- !- 1� r-- �- - - I I _ -_-I--_._--�--_ r - � - -{-{ ((� - - - ---- I i r _r r T- - 1 :ET_ --I f I t _ � - - - - -- r �- �-' T r- - _ I_ - -- r r- _ r _ _ - I_ I _ _ 1 . 1- - I i _ I -_-�_T , _ f T -r T ir 1 r T -� - t - , - rT C --i11- - -- i_ r-rT r I �fi - - 1 - - �- T � i? T I -- � - � T �� - - = — J i� - T-T= r I t-fit - r i r-' 7 -r - -�_ I T r { T I - 1 --- Wi ( r -r - f 1t I r - I T --1i 1 -, _i .1_ r-_I � -r I �- T i I r r - ! i +� - I - r � - T-� -r + r r i i - �_ T - _ f - - __ ( T--- - - = 1- � r -�--' ; rr- rrTl__T 1 T1-T -,-I-- -r- r �. �t- r _ I_ - _.-} r - - - } - - 7 - _r f- - - r - - :--rT -n _t 1 r_ 1 -T - =-� T r -�_LT r r_ - �r i _ r-I � 1_ �r rTr r r- =- r r _ -_ -- ----- - - - - - - --- 1 - - -T - - --i-- 1_ - - - -' - - - - - - - - - - ---- - - - - - - - - - - - -- - - ---- - ----,------- - - - - - - ---- - - - �- )- - --- _ - - --- - ---- r -- --- ---- - i- -- - - - - - - - - ---- -- - - -- - _ -- - I-- f - - - - - - - - - 0 - - -- --- - - - - - - - r �_ - - - -- 1 -� - - -'- -- - -- -- - -- -- - _ - - - -- - 1 - �r r- -- i !._- - 1=--� - _ - - - _I _r _ _ _ t i-- -__ r- - -r r - _ T_�- ' - - --- - - r { = � -r- - - T1 {; it - 1 r -_ (_ r -} -� -_ - _r f -- r t -- - r�r - - - - -7If -- -r r __I r T--� _ _,.. r _ -{ ----- - T =-- L r T - - I I 1 - _ _r_ __ T _ - -_ JF-4- - r r r �- _ _ � (I ----� f -- r - - ! i - _ I - -! --- T - -T- - _ _ _i _ -r- _l r -- _ T �- - - �-I- r!_ i ff- I � - - -- i - -r 1 ---' I--T - -I- r r rI ( r- i l �r �r�rr T= - _ T _I..__! - _ T - - - _ t - �n - - - T - - - r - _ - - r - - - - - - r - -- i - � - - - -- - - ",_. I 1 � - _ r - - -- _ - � - r - - �r -' -- -1 - _ - - -1 - -,- - r� r- -. 74 -- r - - - ��rl------ - - - -r r -- - ! --1 - - - -- r I - - - - _i� - r 1 - -� ---- i � - - r - I - � T rT T [-;- - T - i 1 - 1- -- ! T r Tr - - T -- �(_,1- -i �� (_ ((- � T -- - - r I - r - - - - - - - �r - - i r - _ I- I - _ -� - TITr__ - - � - - : � - T t -r pI- - r r err l� r r- - - - - -- - - -r - --- - - - - - �- � - � - - T - - - - r r _ 7 - - - - r- F __ _ I �- r IT - - - -- - I - - - -- - - - -- - - -I - r T r I � I r : - _ I - - -- T � -� I -- - -- -- - - - - -- � _ r - f �J1 ! _, _ _ _ - _,- r r -'r-- r - - - - -• + - - - I - _ _ I , /� � r .f - - - - - -I'LZI` -- __ _ � r _ _ � � � - - - -� I __ _ r - - - ,-_ . -� : ( _ --r � r _ --r- -I - - -t i _ - - -- -- _ _ � _ - - - i - + -,' � - __ _ r _ , I _ -- -�-- i � -"' _ � � _ I r _ , -� - - r -' -- - I I I I 7 j ! , I : i - - r r T- r- _._I � _� �� 7 � t -..t_." _yI__! �� -I � T "'r` i -- r-r-}- i -�"--r �{ I - } I � r_ - - _ _� � r ..' - I i-� T _ . _' - t -' - � I __ ..._ ._ I- r ( I i -- _ ! '- r r -- I r-� - I _ -r - -- - 1 � I i I -_ _.. r r , -. I I - - - I � ! -�-- �-�- I ! r I - I�� - .....r._.. r r r-r , r'- �f ! _- _ F r r _-- _ _ I r I_ (( _--i r _ � , � i , I _: I - -� I I 7-I �I I - -• :_ , I --� � .___, i T I - r-i - I _ T r � r.! - - I IT r _ I - _ _ I I �� r-,. I - r - I _..__ , I - �t� �� - r � - r -rr- - -- -1{I-� I - rr - r- r�1 ? - - f T T} _ T-i r �- _ r � - T _ - 1 -I - r--r r`�' T _ _ ti -{- -r r _-- _ + � r 1 _ _ [� - r Y: -- T r 1 _ _ - ,A � -1 C 4- - -- - --T T --'- T T- _ _i- - r r r � _ r� -+-- ! I � _ -- - - r- r _ -�-- - -- r r �: - -- r-! 1 � -1- -�-� - -- ��— ,-r- --- --r- I I � � � i - - -T I _ - - r } - -r- r- -1-- rI I , _ r -- - --I- "r- � ?Ir- - � - - r r _T - '- - I- C --- Ir-( - k {- --r- , I r - - - -- I- r -;- _I --j'--' - t -f r - r 1 - ,- + I - � I r- _ 1� ---- -T - - --r- - - - -- �- , �Iy ---r- _ J - : _ r- s i .- _� - t r•r- ! I f � - I � :. -,--,- . - I r -- -- - - --- -- _.r r - - T - I T- -- - -• - 7 ! 1 I -- - ;-�_ # _ i r-= - -- - -� I �� - - - - - ? 1� ! _ � ,- I --t-ir� __ P= r - r - I - �-.- r--�- --�*�----I---�-� - , '--i _ I -'' . f r � i: I �- . � I I i I ------- r I � � -# T �.. _ _ . i- i I 1 r r r- --' r_ ._ fi -- 6 � - r I _ r --- t i r Tri - I 41 t_ r I t - T 1 T - - -- inr --r- -I-r_}-- -r--=- r - - �--- - � r I � 1-�I -- , r- � - -t- ! r I_ r- I r -r r- �r� I F r I I I T r -- '-- t- , �''-- _ � � }---� I -_ � r- - - � � -'- -� T - I -' - ----�' ----- r - -r- - i- I 4- 4- I --I -_ I _ =r -_ i- -- - T I -- - T - r�- - � --i- - - - - - , - -- -- r- �•-t- � - - - rT - r - �- - •- i T � - - r- - - --- - - - - i -r- -,- - �-. -1 - - 1- - - I� 1 T -- - � --'--- -Y - - r - r Tr- 1'--r - ,- -,- - --I-- ---r- T ! - r r r- r-, t-- I ! w I -' - � � + -� - I _ -�---- 7 r� I Jf+T r r � I 1 r- -- - - - - - -- - -' T I r T -J - - - -- - 1 r T - - - - - - - -- - - - --I- - -- - r ! _ I I i �`( 1- -T--! I - r - --}__ ____ - - = - - - - - - - - - - �T r r . -T.-. "� - � - - - r - - - - r - - - -- - - -- { -- -- _i (r 1- - -- _r - � - - i - -_I-- I �'- I �h__ - � -- _� ! r T.+ d1 --�-. - {{ t_ r _�- I T - T( 1- _ 1 1 r� r i' } T '_-_� f r T T 1_ i - - r_ - r- - - _ - r T � _ r 1 1 r_ - r r- -- p _i � I --z,,- -' - - ! i -TI� T __ - - _ fi: r I r - r - 1 I ,- -1- T -' T_T�r - r iI n -I -- 7- n I -- - I _ i - - -- - - T _ r T- - -- _ 1 I� `- t - u -! - r - - --I - �� - �I�T '- - - T _ _t_ , I T }r -- _ice) i� C r} I �}j - 1t r�Tri T i I - - r T -- T- � -- T �i-r, _ !_ - _ 1 r r - - = - i - - I r r - ` I l -- - - 1 T - I -� f Ir -- i _ - Y - -- -- T - r r r�ir - - ! � - i-r - - i - r_ r �r - YJ -` . _ _ - -r ' �. _ - ' rpt - r �t� r r - � �T I __ r r - rl r rT- -- 1 r �-r-- . rT I - - I-r- __, i _ _�__ J.,_ �-_ -- r - r ' � T r i - _� _ (- -- l r r i '- -- _' - r - rt I r r.r - i-. r - T iTT-'- - - -_- f r r ! -- i{ r ! 1_ 1 -- r:- - T- 1� I - I_ t I _ - r T - - - _ r i- - - _ I 1- - I I r _ - _ � I t �- _ - _ -' � _ I I� _ - 1 _ I-rl,T-t � -{-T � T r i -_ ,-rT-1-� T {�r rr r � -T f- � t- _f__ i S' r �.._ (r - i r _.. T - - - -- - f 1-ri-r-=r_r r _ - r- rr I T`r ..� _F. - _ r-r_T _ T-r - �„ iv JIB _ -, (� r - - - n - r I if_ Tr j T r_ 1- r 1� i ->- -I--r - -r - - --- - r - r - - - - - - - - L -- - - - -�---- - - _ r I -- - T - - - r - - 1 I - - - - -- - � - ? n -,T; --- �t r '�+r��-}�-�- ._ �T -- - - --- T- - - r! ---- --,- - - _- - I F - - - - r ! � r - - - I -� rt I--- r -7 - - -- --- - -r I I - - r - - -! - 1 !�- - - - r I i�%_ r - --{- - - -T- r j _ -- -� - rf iI -- �i r - - - l - - �'i- - - } I { - , - - - , - - - 1 - �� r--r� ! J I- -r �r I r T -_ _'-_�-,' l-- i I T t - - - �� t I n��, - F ---IJ l� T: � - �i - 1 1_ -I r r7-7t— TTf T f I I I T�- � + , I_ r r r - - r - -- 1 - �I r - � - � -T �rr ri r r�-' ! - _� I -- `_ r - -- ! - -' , ! -:- -' - t : - - I _- r - - !-I-T-f�T- -1 - _� --T i ' - - i I r - * � '- TT I , _ r�r - I� I 1 -,-rr- I T '' I T - r I� =-I I I T - - _ i I ._ T I - -a-- - _ _ r-{ - -I rr r H- -, F? I �}� - tT - fi_ 1 - I 1 �r f-� r - _ r T I -�r-�{�(�'r- r r - i rT I_I�I r - �T �-�-r r= T r r � I- - - r - -11 r =1 rrT r - I �r 1 T-- r _, r =T r - _ i r !_r� r r_ ! r-r � �r c� .. r r T - - _ _r r� 7-T-I T - - - r r { T TI-1--i - r y rT- i - -' i -- - ` - --�- --r--r4T r '__ 1 I i (r _Cr - ��T-i�x � �- -I - - t - -- jj- I T'r-i �v_. r- �r r - _r r 1 t - -- }T-- rT r r r- -- F t -- - Fi -� f - - _ - ! r T -r- - - - - r T --- - - - r---; T i - - r t- - 1 -� - - -r-lr}--{}--�-� � I r T--- -- i I r 1 - I-- _ - I ' i _ - - -r - }-T--r--{- - } -_ -�- 1 `}j--,}- I _ i -- -,- �r , _ i-jj�- T - -r-I- i ._� 1 f" r _ -- _ - I rT r _ - r- - �i �_,__ r r -- i - � I - _ rl r- �, ��. -�-� _ - _ - i- r - I -ter! r �� -I � , I I I-I r rr - - - Tr - _ 1 T-� - - - i 7 TI-�; -r - : I (r�--�� - i n I 1- -- T _ > r r - i -t rt . - - -T -- rr -- _ - - - - - 7T- - - }� ri 1 - �f 1 1r-> - r - 1rfiT - I ! 4 — rF - - ' ._ - - - - - i r r T r! _: �rfi! . _ _ _i _ -{- � it t- r a _'- --- :t _'- - - r - T - T - r -r r = -- r TT - -� rrIf! _ z- _r r-r r r Qr r _ _ _I - - - r _ 1 - - r T= �I _. t�r ii��T T _ _ T r - T- -I - n - T- T1 1-r - - %T rrI - - - 1 -r rr1 _ - _ -� - .. -- _ . _ r - __ _ r - rl1 - - _ r _.� J ( -- 1 - I _ � r - - - I - l I - -' - {( L_ ,-r -' r- _ rTl - --fir- 1 --- - ---r 3 _f T f_r _I - r - T-I- 17- - --I - - - -l r - r - - r -I r r -r- �� 1 i 1 r r - -- _ - - - - - - -- - - - - - r T - - r r -' - - _{- - -- TT- r _- ---I E- ---- - � r - - - r n-� r - { - -- -;-- T - r r r! - - F �r I I �- r i - r I ! -�-- r T- -- - - - - t .r -_ r - 1 _rT I �--;--r- r -- T - ---- r1 T - +- _ - r� - - _. ri_ - I rT _f T-- - r- - (-- 1 r r -- -T- TTtTF - r rI - r 1- I - -' r-i 1 -r-r-I--i-i-! r rT - - I _- �__ T T1T�! - -f rt - - ' -�__ -1= ! ° r i �1 -r-� r� - I+ _ - I --1- Q r r -' -r I -'- - r(- - - _ -� i - -r �_f --'-- - - II--Ir-r-I-+ -r -1- r I - - T T . _ -'' rrrrlrl _ r- - r - 1 r _ _1 I , I -_-' ! rTT ! T -r �►'_ T_ �-+-- r rT _ - F - - fi �r� r-i-�--i-- - -' T ! -- t 1 r--T= ; t -i _� r, 1 r� - t -- (I �� _r T t - l -- � T - - r -� -� -- --F_��- ! - TI iT ��-� - _ _ i- r -T-�1-- --I - r T _ , ? r�Tr r._I-_,_ - T - r--I_ r i T. - r i� —r.- r- r � -rl-it T - r r-r- __i r ; I r ! I_. � Ti T fi- :__, _I�__ i � __ - -r _� - I - r_ t= 1 - - r -r { ROD LTH W. SMITH O � KNIGHTS INN NEAR CHARLOTTESVILLE --- - - - _ Tr - - -- I - 1- r l T � I T -- - - -- - - - - - - - -- - -I r I I �T _._. -- T --- - '--��,� r __1�. ( - 1-- -'-- 1 T �. - r 1r- -- - r -- -- - -- - f - - - -- I --- 7 � - I- � - - i-r-:-T-1-T� -- r � II � r i �- � -(-i�l-i 1 � �� T�l �rl� .. T f 1 f - - V -- �-r--rrI T� --_- _ ?- r -_�`-___'_-'- � =T= - �'-T-T'l� r- 'r I -' �� . I_ __ T _TAT. r � _ '_ -! - _ j r _: _ _r r - =i �- r f_ r r t � l - �-�� i -. ! 1 r -' -I i r - r i r -I �`�" - -�-! j--� - -fir- r T _--- 1? r n t ---�! T _T- r i ---r--- t f T r� -� (i " I��-T--�-T 6�1 ._ I -_-_ r 1 r {T - - r _� �- - 1�_�} �n rr 1 __ , ==r= r r _ i [ r i _ -' t �_ - F, _- _ � f_�=r== � rT 7 1 r- i- I - n r -r T 'd �'0 N0 STORM SEWS ( T - r�� T T 1 - - - - r - -{ _ T T _ r T r - - - - - - � - --- -- - - -- T I 1 T- r- � I � I ' - - - - --- - � - -T � I - � - 1 r r T - -_ _- r�� _ r i _rT_ r I I r T - _ T �� - - - ,,., - - _._ _. ' i (-�� r- r _ i_ ' T T r r - - -! r __T__ -r _ T_, - - - - r r- 1 r� n �_- - - - T T ,- -r "(�jI'_rl�--fes- - - - 9- Tr-: r -r .__r- - - - -r r-�-a-I f. ._.. ;- r- � r Ir.. ��r :._.�� - r- - e� - - �r-- r- _._ ' ( -i--I - - T I - i r •-•• l =-,=T-, r •--� r _i_ -� I �_ �_ : - I r1 r _�I_ .-(- ---{ . r-' r-f+-�r r=! y. i I__ - � - ' - _' _ - l._, t- - - - - L"i -•"f "-r'� r �'"r'.r'-r'T-"f 'T T - r 'T-'.'Y"..r.`t._..t"r'."9`-I - r - I i ..7.'.r""r_T-'P"T"k � ! NOTES 1 - - - Y"t i _ Y"i.".Y"7"` I 1T r r- "i.".i'-r r-t --,- I "7"` r ---- --r'-r"r"-r_'.� _ � — � _'t..... - v.r_...f_'I._Y... - �- r !- - -- 'T_'-r - i--r- _-+•....Y-r-'--`-r--r-r... - --- REVISION _ - �r __.7....,r_-r-Y"'r--i--f'-'r'-h-r--_r_ T # �� DA TE- - -I j_ r} _r•._. t",Y_ DESCRIPTION _ _'f'_. 9305 DA TE MAY 23, PROFILES 1986 DE57GNED- W� P-M. DRA WN- D.L.K. SCALE- HORIZONTAL- I"=30' - - - - - - - - - - r -- -� - � �-- _ rl- 11 1 _ - _ _r i - - -� - T - r - - - - _ - ( T r! - -i r r- T 1 - - I- - rl _r T I - i r - Tr I -- � -- T i - -j-�f-_-- - - - i 1 F-4t T - I - I l f T i T - -- -r - - -- -TTS -i I � �tT17-f r I- r i }- -I �T T�T ._� -- ._ T�rrT � >= ! _ r - _ r T - _ r"_�rT_ }� I._ I _ _�-r--�T r T (! - - ' -� i -1_ i TI �-_-I-1 ___ _1 r_ _[ - --t_� _ � 1 r I. 2. 3. REFER REFER A MINIMUM OVER SANITARY TO TO SHEET SHEET OF 18" OR 9 10 SEPARATION OF OF STORM 14 14 FOR FOR c EWER STORM SHALL TYPICAL PIPES. SEWER BE CONSTRUCTION MAINTAINED SPECIFICATIONS WHERE DETAILS. WATER AND NOTES. MAIN CROSSES ..HE-1E W.P.M. C(�PPERi SUR VE YURS C E`N(S'I S�'I/�I EE'RS T_H � F N*IER C, S' T r r - -i - - _ _� 1 =1 I T _ _. -r-(-� - Tr- - �- - r r . T T > I = i _ _ �r -- - - - i _ ;- �r ( T �'- - - - _ r- r-rr - -� i T - - 1 _ -f -_ - _ _ - � -: r- r' - I I nT-UNDER - I -II - r r '-Ti-i-rr;r I-%-_Ti i- r =T' r - r f- 4. A MINIMUM SANITARY OF 18" SEPARATION OR STORM r SEWER SHALL PIPES. BE MAINTAINED WHERE WATER MAIN CROSSES /04/ HARRISONBURG, TELEPHONE SOUTH . (7031 HIGH VIRGINIA STREET 434-636'5-� ..>��.;'I 22{301 SHEET NO - — T I 1 rr r r r 1 i�NdTn l r J= _4 �_ _.i �1 �r 13 OF 14 JOB No, 3220-9 . . ` � " , ^ � . . � ^ / / . / ~+ DATA � 3 901,0010 All�� 15'02s' Vil RMQ�[� ~� ~~ m LEGEND TYPE QUANTITY ONE BED RENTAL UNIT |B 2S 0NE BED . SOFA EFFICIENCY BSE 12 < |O'Xc, ) 0NE BED SOFA UNIT |B5 12 ( |O% > TVYO BED BARRIER FREE BF(] 2 TVVO BED RENTAL UNIT 2B G| ( 53% ) (CONFERENCEROOM CR | TOTAL RENTAL UNITS 115 RECEPTION AREA ACCESSORY UNIT A-| 3 ACCESSORY UNIT A-2 4 TWO BEDROOM APARTMENT UN|T A-3 3 LAUNDRY 'EQUIPMENT ROOM 4-4 2 �� ~ TOTAL NON -RENTAL. UNITS 12 NOTE : ` �"�� 0 DENOTES MAID'S RAMPS \ '� KNIGHTS INN ROD W. SMITH C� ALBEMARLE COUNTY, VIRGINIA No. PLAN OF BUILDING 9305 ONAL IDENTIFICATION REVISION13 0 'A' I E, D A FC -I ED, ENGINEERS PL—ANNERS SHEET Na. HARRVjONUURG, VIRGINIA 22001 F14 oF 14