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HomeMy WebLinkAboutSDP199600089 Plan - Approved Preliminary Site Plan 1996-12-12.............................I...................... _ . _ �.. CY N Ci : EXIST: •FORCE MAIN 2 �... < \ s .. 5 l : 1.. a. I 51 5 17 IT Y 15 _ 5 -.. 1 -f -�ASFME.NT .............. =' ....... .....• ..... 5.•' ..•' !(/ wv r \ � L.P. 7. r _ - .� _/- LP. • --- ............../ `�, ,....... -.... • .......... �-- • �,-' ,.••' ,.. �� ...- 15. 8 ASP AL.T 1 po -. L �- G j� 17�r P.. �.......... _ 1 4 0. O� G \ J ...... :........ G................ ' -r- G . L. l- O r / 3064 .t. " , } o. LP. / o .43 0 SEE ELEC L. DWGSr- 35.0 3 5 3 ! � 5 0)•G G -777. Q .22 ............ q 23 R s1 9 6 HP �?: 27.5o zs.5o NEW GAS ;LINE (N.LC.) 540 98 �.N43....44 4 E............... 76. 48.•. >. 52 .58 Q it r 2 CONSTRUCTI©N BY OTHERS S`. e , - .sF ' ��� A 44 46 :5 3.69 A=49 50 ,. S S 52 .......................... s 1> - .... s s S 51 - 1 :' . ,.ssss9 R^46.47� 511:26 c? > vj n Sa : d e'O I Z > c? ZS r pj2 G S 17 > �5,; 9 O O • p ? 9 c' > v' S S 6 S•� p S ' ! _-- ,...511.44 �' S B 9� >O S� G• O Z 9 O i 6 = - - 511 .:...... 5 �/ �\ 1 c�6 \ 9. G i ? r 6 s 0 r c� d9S r S S / 1-C77 . 00 4-j T 510 63 10. 93 P\v • . u , i f6 : S S�rc S _ , B M S46 �5 13 E _ F \ _. in �� C=84.28 U cn NOTE EXISTING ENTRANCES HAVE�A MINIMUM SITE DISTANCE r DI GRATE , N (� N r �� t _ , „ 3.00 TOP 512. 61 ._, g : ' �q� 0 20 W tO (� DMH OF: 350 t PER: D.O.T. REQUIREMENTS : r EAST BOI�ND LANE r CB , 0 4-0 INV. IN 498::3Q 4 ■� p -N05 `l •;• :' TOP. 513.41 v NEW INV. SW=5:0.80 r o ( ) LNV . .OUT 5Q 1 . 21 � • r 5qO _ TO G.L. ENTRANCE OF Al A NTURELAND s 1 166.46. : : • 3iS.25 �5 s o } V s s s s1 s, s1 1 ILI o s s s s S ss '' s 9 yam+ ZZ TZ 1� ` ti S > 8S (�, �Z �c� �S �'> �'� 01 ? 1 1 SSA �� SSS dp S > 9 > • y zj a q ' 9 9 > c' > 9 `•., SS 1 S o Y B 3p 9 G 9 S 8 1 Z d v� 9 TS •d (13 o O 9 ST s°RTE . 1405 5 PHA�T • : ; .BERKMAR `DRIVE •.,. ..... ...•. ......• -� :; ty SITE , LEGEND_ s ` ' l _ 30 WATERLINE EXISTING PROPOSED . ;. __ .. •••...,• ,� -, � _ a PERTINENT SITE DATA- Z3 0 >6. _ i TOP .. 534. 20, : sz o 2 `. ................................... C NTOUR LINES '' nn � 13.72 s24s.5 6247.5 s247.o SPOT ELEVATIONS - . i- ALBEMARLE COUNTY ENGINEERING.. Z , • •.• :• •„ • ,; ....:, ::<: • .,';'<..•^::..:,:::,c. ,..:.,... CONCRETE PAVEMENT GENERAL CONSTRUCTION NOTES T. •'.... - hPRIOR DUTY PAVEMENT- LIGHT- 1 R R 0 ANY CONSTRUCTION WITHIN ANY EXI ING PUBLIC RIGHT-OF-WAY INCLUDING CONNECTION TO ANY V . ��._ (2 Ate, rl. CONC. ON 6' GRAN. BASE) G ROADPERMITTSH LL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION a •- EXISTING A A H R VDOT . THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE .REQUIREMENTS OF THE PERMIT. WHERE O V HEAVY DUTY PAVEMENT ANY DISCREPANCIES OCCUR, THE REQUIREMENTS OF THE PERMIT -SHALL GOVERN. (2" ASPH. CONC. ON 8" GRAN. BASE) f SAN SANITARY SEWER 2. ALL ,PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTibm METHODS SHALL CONFORM TO CURRENT - SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWIS NOTED. - - - - - - - - - - - ..o--- +el--- STORM SEWER 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE ,APPROVED PRIOR TO A CLEARING, GRADING OR OTHER CONSTRUCTION. EROSION CONTROL PLAN AND SHALL BE INSTALLEDR! R NY N , UTILITY LINES 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, S EDED AND MULCHED. THE MAXIMUM UTILITY LINES TO BE REMOVED ALLOWABLE SLOPE IS 2:1 HORIZONTAL:VERTICAL . .WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 4:1 ( . ) OR BETTER ARE TO BE ACHIEVED. OR ABANDONED AS NOTED °.C. U N E OPINION 5. PAVED, RIP_ RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OF THE ----------------- --_ IMPROVEMENTS TO BE REMOVED ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. J PROPERTY CORNER, REBAR & CAP 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL CLEANOUT DEVICES. O SB-2 SOIL BORING LOCATIONS 7. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 1 FIRE HYDRANT 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR HE - 0 CONSTRUCTION INDUSTRY (29 CFS PART 1926). , + UTILITY POLES MANHOLES 2 VALVES o S 7- SIGNS 3:�(LP LIGHT STANDARD v PAINTED DIRECTIONAL ARROWS cri onnr' nonini i nnn-rinnII ; .mow ►7b' s� . ..® .i r r pr INA , 1, 1. SPECIAL USE PERMIT NUMBER: SDP 96-089 & SP96-38 UVA CREDIT UNION - BENCHMARK SURVEY PREPARED BY - I 2. TAX MAP 45 PARCEL 109E S B.M. 1108 CHI LED SQUARE ON TOP OF THOMAS B. LINCOLN LAND SURVEYOR, INC.3. ZONED H.C. AIRPORT IMPACT AREA A.I.A. # _ CONCRETE CURB, BERKMAR DRIVE EXTENDED. 671 BERKMAR CIRCLE 4. CHARLOTTESVILLE MAGISTERIAL DISTRICT ELEVATION 536.17 CHARLOTTESVILLE, VA. 22901 5. ALBEMARLE COUNTY B.M. 1108 IS 0.88 FEET LOWER THAN 804 974-1417,> a ' VIRGINIA NATIONAL GEODETIC SURVEY DATUM.) 6. PROPOSED SITE AREA AND USEAGE A. CREDIT UNION 4.0586 Ac. 7. ONE TWO-STORY BRICK VENEER BUILDING FIRST FLOOR = 9595 S.F. h, y sEcoNO FLOOR = 9660 S.F. OWNERS NAME AND ADDRESS PLANS :PREPARED`- BYat,t P.E 5E'AL , TOTAL = 19,255 S.F. 8. 50 EMPLOYEES PROJECTED/5 UNIVERSITY OF VIRGINIA FREDERICK S. SCOTT, ARCHITECT YEARS EMPLOYEES CREDIT UNION HARRY ail. VARWIG, ARCHITECT 86 TOTAL WORKSTATIONS MR. BILL LUERS, PRESIDENT KEITH CHRISTIAN, P.E. 9. MAXIMUM HEIGHT OF BUILDING 35 2 RECEIVED 1936 ARLINGTON BLVD. 11330 OLIVE STREET ROAD CHARLOTTESVILLE, VA. 22903 ST. LOUIS, MO. 63141 `,.. 10. TYPICAL PARKING BAY 9'x19'x90- (804) 295-8575 (314) 567-9000 a . DEC 0 b 1996 BOTH SIDES OF THE DRIVES (24 W.) f & - 11. PARKING COUNT , 19,255 S.F. ® 1 PER 300 64 SPACES REQUIRED ,• 4,� En g een chi g Public Works APPROVED r ACCESSIBILITY SPACES = 4 PROVIDED t uny Engineering & public Worksr •, REGULAR SPACES = 75 PROVIDED Albemarle Co - • '• g TOTAL SPACES = 79 PROVIDED Dati «Z SHEET DESCRIPTION : I P-9G-o� _ X � � DB • AB CB ,a 12. TOTAL AREA OF SITE- 4.06 ACRES TOTAL IMPERVIOUS, 1.60 ACRES 39% C1.1 CIVIL SITE PLAN Y _.-.... \(AE3 WL TOTAL OPEN SPACE= 2.46 ACRES- 61 % _ Blgnature 0 5 10 20 ,'40 . C1.2 EROSION CONTROL PLAN _ Sheet No. I of 13. THE SITE IS LOCATED T IN THE RIVANNA RIVER WATERSHED, C2.1 CIVIL SITE DETAILS AND NOTES SCALE: 1 = 20' � FORMERLY. C1.1R1 CARRSBROOK DRAINAGE BASIN BUT DRAINS DIRECTLY TO THE RFRKMAR RFr,INAI CTORKAWATFR MANAC,'PUFNIT BASIN. • m I 0 I I E 6 z 1, RIO aSSOCIaTEs LIMITED s s ' ' o PARTNERSHIP s . T T No �`'�, • .. o - - 1 E ` ` ' � ' 512.83 ' : 1 . t \ , v ,�- I 1 r 1 1 I 1 I U Q + 1 9•• y � w7 /.... w.: 4 I I t I.......... . :: ; : , ,:: , o .. •'05 ......... ............... '•�- 1, I: `, � I INVESTMENT 6 i , #:' ; :IF --- - _ CORP. LOW ES I 5 I - \ 1• . 27.124\ . .,.. .... . ,... . .. ... _ SF s •., N , N F 18•i ],Es • •'Nu ,� s N 1 :1 • i t t 9 S E \ �.� 1 f •'1 '� s• D 2' PR• S q "C > 1 G E _ � � D 1 - q V t' 5 E N T t 1 \ 5 1 NEW STORM CO tri 2 o - E _ N t 1 � T ax \ \ 'J T P \ I 0 528.00 d 1 1 INV. 2 \ 1 a 5 5.00 t• 1 y . t t RIP 1 (Al t• :S i _ , k � 1 G7 'o \ n 5 S r 1 M o _ N TRASH DU R •.... PSTE P NEW - t •b �•-•� 1 AREA HT. Al t _ - M \ SEE '•S \ ( ) t 1 \ •s. L ti r I \ r _ w 1 \ { S 1 , \ \ 0 - "s' • O. 1 _ P w' o ` \ 5 9 - 4 - \ t - 2• 1 •. f N _ 0 _ t \ NEW CU B INLET- _ _ \ .o' R 1 0 v S .i. I . S. t \ 5 , 1 \ B TOP 19.5 t ,5 0 \ t t .st •2 .4 _ SILL � 5 e •.Q ` \ ' � •' t ' INV. S .=516.90 _ � - _ -- - •-- : - 1 NEW STORM... CO` 2 25'X OADIN P• 2 •l G S ACES t - 1 TbP - 528.40 '�• ,^ T i INV. 4 2fi •'5 0 s - \ 5 - S .s t 3 1• •.J5 - r ' a` - I Q - 2 - S N \ :s NEW4RM CO 2all - _ - I Vy' rt: 28.40 } --�.--� TOP - t . 527.00 .. _ S •'f _ _ PA . 1 8.18 1 - Z S SF _ 5 1 27 t 'Z 6 �j 3 1 \ \ 0 \ T M 4 - s 5 10 - 9 - I E 176. 79 .48 SO \ r •y - � - -�---- �. FT NEW 4 - - a ST _ P � 1' I d 1 .0 r \ _ 58 A \ ES h r ti � 5. \ , o 3 .. 1 \ \ 1 _ ,NEW`�-'Sr4l�ttTARY \ 1 SAN• _ SAN _-- -- R _.. D w 9. 65 \ i \ \ \ NEW 4 ITARY SERVICE .............. - - - _-....•..._....__ \ �, ': , •'• '': -r- i INV. ©BLDG. 526.00 •• - _ _ - t I .. - \ \ N 4 ST.. O _. CA . _ SAN .._ •\ 1 - _ --INV. NEW SANITARY CO I _8:9d . \ ': '• -•. '•• `: \ , i NEW SANITARY •• ..._.__ I TOP- _ _ . \ ... . ': t \ • _ _ _ _ � N i � TOP 528.00 = `INV, 522.95 _ _ _ a NEW STORM CO •, I \ , a � .�•: TOP 529:50 .. .. _ _ 530 e ' .- •. ''. �; ':• �. ''•, •. ; : '• �' 1 t • v INV. = 525.90 I = .. .. 35 - - _ - - - - - - - - - 5 a. •. : t : ''•. '•. '•, •': `: \ \ • .9 TOP 524.04 I \ ! 0 1 e INV. 524.45-'•••. ., .. ............ -.- - _ - - ' --z- ev { \ \ •: '•. '•• \ ': '•, \ ' INV. = 522.04 - tr ' $� • J ....... - � ­j �Y O' ��€�� •>ssxg �� t �2a5 3E1!S 'Os2 YgB�Be oE� �� e yg y`y - • i I i I I I t ..; i } • _ li 1 ;k • i t 0 r t 1 I � ` , '. , +, \ :.� : +� , �- RD � Q� �, NEW BUILDING _ • - - ,z-.__---_ a \ � , , a .o - I t- o / `P L.P.I r�i i _ s 1 F.F. EL EVATION A� ON EV 29. 1 5 00 , m 1 L \. J•' 1 i a` p 1 1 1 \ 3 EW GAS M 1 W i f / co 1 2 I I s.�1 NEW 2" WATM.. SERVICE1 9.170 , A, � 2 , 1 1 1 o 3i 1 \ : lSt :• j�� .66 • •.,Q � � r ' 1 1 ,\ \ f ® ® 1 '-•r , ( _ - � i s: 31.14 lo t�� • .o.. • .,�. y' , •. t '•. ' ' `, `, '•... • �, `: • `• \ ': ''•. \ ': :: ': . \ I , \ •6 ✓ NEW 6" STORM SERVICE `> MAIN •. a., ,,.� •. , .• , ': , -' :. \ `' ': \>~ i I 4 :_ 'vv ENTRANCE �- SJ� .. •., v 2 �' . � : '•. � .• � . •_ \ '. ':• ` `'.• •.•• •'. ' � � I ,p� 2800 I _INV. ®BLDG. 526.00 , 30. 5 � - • � ; In 3Z � , � � •� � '..jo ,1 ,` •. ,+1. ., �\, ,,- -. ,` `' I , , J. i s,Pa I It � 0 -..t.. � 6" � _ ._R0 � h �� >1D � N STORM CO S2 n SSA - �`' .,• �\ j: . . a O SS {` �;� ; ,\ '• •,' ••':1 \+ ':. \ •.. `:NE'. W`, \ ', 1 { ' - i t 1 •-,; ` R I _ ... .79 RD INLETINV. 524,26 {CVaB O� ..,A •'' s � \ •., . :. , I • NEW 4 ST. -- o r r ti o � � •�, sSs\ ''•. ca \, `. \ . `. � , `, `. SILL-. + -.5:16.31�. + NEW STORM CO / ,I I . � I 'a r - I at . �''.•. �' �'•••. wss. •.� , '': : \1 :•. ': ''• 5=�13.50t �I TOP = 524.50 .. •Y : �. � '1NV� W�aw,5i3.001 � INV. 5 � ' � 2 "• .. •.. •., � , �• : •_ 22.50 NEW STORM MANHOLE 1 - -• .............. I SILL". )=511.001 TOP = 'S26.40 ' 1 ._...� $ � � ' +1 t • :, '••� • •('y� � �J''••• � � ` � 1 ' '•D ( :p�. �,•��. ' _ OoINV.d INV. E �522.30 INV. 33.98 O 3.44 8. Ar P6 8 wJ�00 � .............. _ _ NEW CURB NLE# � ........................ - - - - - ->' J \�S'•`S�, sS f ��+,�' �� `, ' �l ,�' : (P - --, TOP 525.26 � � •'' '`• � � '� L- .. `'" � 'y�' h/ ', SILL = 524.34 L.P. - INV. 519.34 26.16..-�11'L In 4• / L / O NEW i 9 �\ .... r 1 I .............. .....................�_ .....................�C\2. •t�', �. \ . �... � •` ... : - - - --x- - __ _ - - + - - ASEL"F�IT SF ----- J, ,� ,::\ .,�' :SQL•. ' _../ _ _ ,� - 1, c � ASa^'�_T �.�.1�� . P w.. '' ASPHALT I 10 KING ETB• CK t _ a3 --- ___ ............. .. ... .�......e„C?.. -�10" ��" g `, �•_. ,,a.; \ 52s o 1 3s.o3 ' 535 / _- ........... - ram• Q _ - . �.. .510 98 � ' / .. E J� � �_ ` \ r�l 25 5 6 2�.8 28.85 ......' .. ... '� - - - -, ,--' \��� ��.�� � 525.5 '43'44'46wE :503.�9' G - S ` s it _ _ _ e4 s ... � 50 k..�'r .. �.? ,r . ---=i- - -_ - - - -_-_ _ \' ..._=- � \'' R= S OO O .2 - - _ - _..-- --{'r' d - "�Jri3 - _ `9� s� coy r Jvv /' - - .S.�i. - - -. _ a � , �� � 511 2 =-c? c� > �\ r' v . e . �.�_�--�.i J� . a, .J,6S /,r}�. -�S-des>.�_,_ r'9'v �Y �- S�°�s� .>S �S 99 T�46.47' ...51'1': 44 � > a � r yi ' .¢'� `/ > 6 � 6 ' g ! >e Sd y : -�! � d d P �('� I - - -- " 511 .1'0' ..... 510.93 '�"r, - c�®3' \ d9 �+ ,96,E / `•� t �,, �J , � a S � I , �, v ' s : J . �06, •. B ' :� si'y O . o : s 90 co • > v. s• - "S E ` . v .,� T � l .� ' 510_63 \P \ S46'15' 13'E ' i y 9 s s6J ,/�' ss��o 9P �s os� �� ,, .�s^' r�, A=87.00, gM .� DI GRATE- 00 . 6 : C=84.28 / a Iw `� /'�`�° ' � \sic' CB=N05 '40 ' 20 " N I^ . TOP 512.61 '�'SDMH 3. ,� • ,' - ,'� EAST BOUND LANE .� 1 INV. IN 49E3,30 TOP 513.41 NEW INV.(SW)=507.80 INV. OUT 501.21 'f � - - - - rl � � - - - - ` ` _ _ - _ _ • r / v i s s G\ • w i i � ws, • w w is w w ,. , � .,r w wS w ( ' �O Sr99 SJ> \\ ✓a � JJ♦6y cSSD iS' •.11'p S '°S a S +►_ / � to � v9P �`♦ � ; , M(p 50' OR GREATER AS REQUIRED 1. SET POSTS AND EXCAVATE A 4'X4" TRENCH 2. STAPLE WIRE FENCING TO THE POSTS. " " � EXISTING PUBLIC UPSLOPE ALONG THE LINE OF POSTS1. SET THE STAKES 2. EXCAVATE A 4 X4 TRENCH UPSLOPE ALONG THE � � o . SITE CONSTRUCTION STREET OR ROAD WOVEN WIRE FENCE (MIN. 14.5 GUAGE, LINE OF STAKES. AREA 5 MIN. FENCE POSTS, Er MINIMUM _ _ DRIVEN MIN. 16" INTO GROUND. NOTE: PROVIDE APPROPRIATE TRANSITION BETWEEN THE STABIIiZ�D CONSTRUCTION -� /-�- ENTRANCE PROFILE ENTRANCE AND PUBLIC STREET AN ROAD. FLOW uiil■��■�,i•i� li�•� nun■■��-'��RI■I��' i��l■ nul■s� ■ICI riiii■ yi i��• I 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE EXCAVATED SOIL 50' OR GREATER AS REQUIRED FENCE AND EXTEND IT INTO THE TRENCH, - 25'R. - HEIGHT OF FILTER FABRIC 36" MAX � 5' MIN. FENCE POSTS, DRIVEN MIN. 16" INTO GROUND. FLOW 3. STAPLE FILTER MATERIAL TO STAKES 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. AND EXTEND IT INTO THE TRENCH. o � EXISTING PUBLIC a STREET OR ROAD ---- Z CONSTRUCTION EXIT PAD CONSISTING OF 2 "-3" STONE p �� j� ��/�'-•-• . EXTENSION OF FABRIC AND \ ����-�/ 0 w �, 0 w _ WIRE INTO THE TRENCH 1 1 WIRE OST HEIGHT OF FILTER FABRIC 36' MAX. � t I , \, to 25'R PLAN VIEW STABILIZED CONSTRUCTION ENTRANCE a s i FILE NAME: G:\3637\C1-2.OWG LATEST DATE: 09-26-96 AT: 16:43 ' f FILTER FABRIC • SILT FENCE DETAIL •r FILTER BARRIER DETAIL CONSTRUCTION NOTES FOR FABRICATED FENCES " - 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY 5. POSTS: 1.33 POUNDS PER LINEAR FOOT STEEL - TO FENCE POSTS WITH WIRE TIES OR STAPLES. EITHER T OR U TYPE OR 4" HARDWOOD -MIN. _ LENGTH 5'. ' - - - 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED 6. FENCE: WOVEN WIRE, 14 GA. 6" MAX. MESH OPENING. - EVERY 24" AT TOP AND MID SECTION_ - '- -• 7. FILTER CLOTH: -FILTER X, -MIRAFI 100X, STABILINKA" 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN T140N OR APPROVED EQUAL EACH OTHER THEY SHALL BE OVERLAPPED BY • 6" AND FOLDED. 8. PREFABRICATED UNIT: GEOF'AB, ENVIROFENCE, OR APPROVED EQUAL. -• 4. MAINTENANCE SHALL BE PERFORMED AS NEEDED _ - ANDMATERIAL REMOVED WHEN "BULGES" DEVELOP _ IN THE SILT FENCE. r • WIRE 2"X4"' WOOD STUD OVERFLOW RUNOFF WATERCONCRETE BLOCK WITH SEDIMEN SEDIMENT WIRE SCREEN RUNOFF WATER CURB INLET - W/O SEDIMENT , BLOCK AND GRAVEL CURB INLET PROTECTION DETAIL_ V � � w � � t � 2�1 O LL = 1~ ac.1,..�6 .00 M•� OCT 22 1996 .� 'a�-� S: L, • • � I- < C1 � n,ering & Public Vd®ries AB ", CB , 0 5 10 ,20 40 ' Sheet No. 2 of 3 ` SCALE: 1" = 20' � � • EROSION CONTROL PLANCopyright MBE Corporation Data: Q-27-ab A - , I j • . 0 K I v m m V W E z I m C K 13 . Q z O . Z I- LU v . V 0 `LU LU _ o`L < OL { I to %D < v z _ O v z . O IL Ov tu � -1 Cl) �< O N u N 0 0) ®_-_..-.-- -__ _..-__ --_ _,�-_._..�,.-_.____ .-. _. _,._ _ - .___....,__.--__...m � __..-.. __.,...__,�_,.�,-...�w.� ----.,_.-.____--...-�_._,.___._._----�_fi..�.,.-.__..�__..,_._._._- ___-_-__.- _. __ � . _._..__... - _- _ --- -___ --___ --_._ -Y $ � ;!II I °e i s c ,i,. PARTNERSHIP , D.B. 996 P, 135 s 0\ (C-1) S c3,�\ 1 Nc31 p I i Q �% �O . . ?• • • ' 0 - . I O� �: ' ' ' . t1) a . • . .. .. . , . , . , ., p o Ln INt; .. In . . . • . . , .. . . - .� . 112.e3 - .. . - I - - rI 9 ' ....... '... .....388 : 01 . - - . • ' ... . . . . ' . . . . :. 849'14'37i,W so ,% . . 9� ' ' >� , . . . •.:.', ............................. '' S, 19i w .. . . 1 Nv 0 . •: :. os• . . . :....: :. . .. , �a . LOWES NV TMP 45 93A ' . :� .... ,', .. :. •"• • 5a .. Pp • ' ' .... . ms' , , . . ' ' . ' ESTMENT CORP . c o� : "... :' ....: . :. .:... ..... 500 . - . g2 ' , :.. 5 • ... _ .... : . D B 141 .. . . IF ' . 996 P . .• _ :. • ;. ;; . . ' . . . . . " 510' � 7. 24`. (C 1) ... . ', ' ' . . • .\\. •. , ' ' ' . . . . '. . . . . • ' .... ........... sese . • `` . • - .. `... ......... 515 .......:..:.... ...... . . . . !Sr ...' \ /1 V ' . .. . . - ... .. .. .. - . ... _ n 1 . . . • . : v . • . , . . , 4 . 52 L.P. L.P. • , . ....` _ . . • \ - --111I- - - . ' • . �� . . . . . . ' ' . . \' I 520. i . . • ' ' \ \ - LP CHq 00 s i I I �0 : ��:..... IN �I Mk a� ' c o s 515 EDG FENCE .� `ems �m \ �- E A • �'. .cr io .� , 518. i* INV. ' IN T N� s sa s PqV ND j s $20: $1$ EME� NEW STORM CO i 1� "' COP . J> m s \ \ �` e9 s .I T TOP = 528.00 � ■® � 0) �� .�� \ \ . • . . I� • INV. = 525.00 rn oc1 .. a.% r 0 N \ sa .s - . . . .09': . , , . „ . • ' • ' • ' • - ' • .. RIP RAP N ar w I ` . . . . . . . . . . i U ! :'':. O \ • • ' . sIr o \\ \ ^,zTq - 525 . ' . ' . z9 �,� " .. . I 0 1 . 1. s \ s30 . ' % - - LP 0 C0'�'� - . .\ . .I..... ' ' ' o. I I .� \ -10 � . . . • . . 52 ' . '6, . , 4Q5• * . y..y �■q �, . • . .. �. NEW CURB INLET I i f � `_ �,> ' . . .. 5 • - vS ' • ' . Os. • - ' . . ' TOP = 519.50 I oo ;; . % e . . . ' . 2Q' a • . i SILL 518.61 O I f N ° 26.20 Il- 2 7.eo' `' t' �8 iy .0 w V • • . . • . . ' ' • • ' ' INV.(S}=516.90 NN 2aso NEW SfiORM .CO':' . L":P,..•, • . . TOP 528.40 . . -''' ' . . • • • ' . . ' • • ' ' • ' I r za.3o INV. >= 526.40 ' $ .. • . . ' . . . . . s - w ' e . . . S' L.P. s �S S2 �-. 30 ... - , ' 525 ••....., • .. y� x- �/ - . . s ? c, 28.80 t" ^w r 4j . / : ' L.P. NEW S ORM CO 2s.90 28.35 • 1. - ' - • . . • tT \ TOP :.527.00 26.40 28.35 28.30 ' . - • . 28.Y5 ' . . . ' . ' • . ' • . ' • . . ' . t0 . . - ' . ' ' • . . . . . . . I ./(p , 0 �� ' . . . I N 27.65 • . •'/ 528.18 ' • 2 P A C E L- 1 \ INV. = 522.29 �. . _ . 5 . . . .• ,'2 27.63 Sr9 \ 28.64 28.75 ,y "-. , S - . '� . . . . . : V'. .. : . ' ' 0' n� . . ........00 .............................. ......... I o . :. 176t 79 148ESQ FT v : N N 4 ST � � E ss \ N \ 28;40 . . 0 . . N N d° z 058 ACRES h \ o 4 R 5 27.90 h 0 29 _ • . . . , • 28.50 29.0 .00 `: 2B. - . k �I 4 .�C' �0 : 2 6.50 - 4l. zI■� • - ' ' • . . . . . .. \ s9� 2 ©2 or ze.. 525 i 5 . `7 7 "7"I '7""7 • .' 7 -7 ?-7 �� T i j� 28.32 • :. . ,... . . _ . . " • • . • • . ' ' . . , ' ' • • . . . . . . . . . . `�� \ 53p s2g . . / , ® ® . NEW 6"' SANITARY /, $ . . , W \ SAN' SAN- SAN. IF .1. EW 4" SAN M . . . . . . 29.18 . '• : . . - - .. . iNV. ®B = 526.00 ........ 530 ..... . . I /RD R N ITARY SERVICE 529.65 `'_ • • • `•• ' • - ' • • 2a.so \ 2a i NEV1(4 ST. N 29.00 v . , . . • .: : / * : a.2i . O 90 .....•...... ' ' INV. .�521'.50. .. . . y / . 8Q . .. , W � yn 24.00 � 2a.so NEW SANITARY •CO LDG j C�\. . . ' • '•. . • . ' .. . .. - 0 \ NEW SANITARY CO NEW SANITARY CO '''•-.�.................................. TOP 522.95 I _;� .1 . a� 29.20 N I _ ,ta. \ \ S� TOP = 528.00 2s.7a TOP = 529.50 CU �n • 10\• ' '• I s�T NEW STORM CID . m 52535.................................................... ......�.. - • ' • ( m \V v INV. = 525.90 N B INV. = 5 4.45' iS 9 = \ o Q 530 ; o NV. • -• T �. s TOP _ 524.04 J N �t m�� INV. - 522.04 14 S3$ N ., 30.66 I L 14 SI. 1 9 t. . 9�. I 0 Oa� I Z9 . v "'^ / 30.18 I. . ' . RD--T NEW BUILDING �, '.. f . 20.5 . O. I u7 / w /� O p . i^ • - ' �iS�1. ( ( \ \ •� F.F. ELEVATION = 529.00 �n �S � ;' / . V� m I • . . ' .: 4 `� . L.P. / 2, I _ . .. .. a � . •. •... ' I I , a N .. ' ' . D�st . . . . . •• . . � - , •. •• . c`, v Z 29.50.0 - I. • i m . : . . ' ' o ' • • Z I • \ ` 326. 21 w / t t 31. 66 '1 / p ' - I 9 ��0� . . is S2� ® \ ✓ `/(j 31.14 • 9 . S v� I _ 1 is V^ ' t� e9 . Sn 2; . �' za.so 2a.so \ ' NEW 6" STORM SERVICE �> MAIN i % ',- 3- y - - • • . . . - S N 24.00 2a.25 26.50 Ir ,, ENTRANCE : ^ I 30.75 t J., w. /,��. A�7.�� D. N 2s:oo LCINV. ® BLDG. 526.00 r m 30.25�(�) m�" �q' N t9 28.50 \✓ 28. 0 's :' r I , vQ D. �� w , . . , .. . . .. I sus ,� e I _ _ _ / - " ' co ' o i•. Fs�o s�9� 25.802a.5o : _ -�-r ku� 29.00 - -... 28- 5� --NEW STORM CO R� / Z Q / , I i A �"o TOP - 528.30 / 5 2.79 Q.� Z% a. �% ss . 19v RD T RD 28.25 2 .90 KO..- .---.�-r- . 9S INV. = 524.26 ® 2. 2s r , . .-� _Ir G �A J vBs J.." 28. 5 / � c ` .--y S �' NEW `.CURB IN�ItiT ' • �. 28. ) ••-+ � SS TOR = .517.20 NEW 4e ST. - 7. o s / / O C-) Q v• '. >m3 B 0 i CC$ as. SILL 516.31 I CoZ B ( C 26.8011�1011111111111111H _Nilit"I9.7 1 Q � w y�, Tr e'sS INV.((S=513.50 I 1 Boa h`5o ze.ac / Z I (� y 'L y INv:(W�513.00, ' ! NEW 52 gp NEW STORM MANHOLE i �� 2a.15 �� o / u c� Q ''_' L �� 'LO q `� INV.jjNE)=511.04, ' ZOP 52�' TOP = :526.40 �''• m ° 28.25 27.65 ///// O O Q i~ • = g } �Nv' INV. N&S)-521.34 / 1 NN NN / o p U 9 I `� o � 2i ,� J INV. E=522.30 2s.7s '`sS / p0 3% Q • t-� �-+ ci G q Rq. I .....5 0 ' ..... INV.€W�=522.92 ,Xj 26.25 S v�� , 00 33. 44 -�--� (Z W N P . \\\ EN S %� I .\ ,,�-_ - I e-11 ,!\:� 11% 6 i" r / o° / / i � . h = Q'1. 1� T. 1 N ` X 96 281s 28.00 27.60 28.00 29.70 �' !1`Q j� '-� 'S C,o P \t �, 9g p I 2s.oa � 27.ss 27.so . 2a.2o - _s G�. - 00 ¢' r7 i : i +� �•' . Q „o, \ : . \ . . r` 25.58 27. 5 S 9 F T / rn w �' NEW CURB IN /� ?� . �� �:. �99Ss F CF S \1�? OCq L-_' ' --- TOP = 525.2'16 ` S26 27.2s s�9 S M . o / \ I 0 = o \ E '� s SILL - 524.34 J . • s S �� �� / U . . � . . .:....7 C... . f. . \ , j,. �. 5. 'L4 ME/1{ O ?S r 2°' In P r / 9.'�. T I 17.20 INV. = 519.34 25.1 s 5 ss m �/ 5. o0 .. \. \.�'O 1 1426 �' �' t 16.70 Sc� � 25.56 �0 y1 30.67 In / I fi 34.53 ' . �. ,� . �N m _ : _-� . �_ ;_ NEW 12"-STf- 5 B S L L. 30 17 00 �P . . . . . . , -- - . -- - - - - - - - . . } �`> \ c J <q \ �� EXIST. FORCE MAIN s� g2g..a I a' -� ' /. ,`. .\ p + " - .\' \ • • ' yam' 15. 94 5 7 -70 " UTILTT Y - 525 . o _ - _ ,�� 3t 0 64I '� / I /� �GQ \ ',�� \. ' /: EASEMENT - -- - - I - �- R L.P. _. / / I •1 "' 1.................... J. : \ �Q� .. . . e' � L.P. •D.B. P. 8" 26.80 10 ' P KING ETB CK "`� 35.03 , ,. . . . . ,� . - . • �, �/. ASPHAL' T 2 00 W L A` PHALT \ P. 30.01 30.65 S35 r o . "I - . \. ..OG' 'i 15: B 7. 2 2 .30 4 Q 22 . -.�,--- I .' - - / i _�` r.....�....... - - -- - -CONSTRUCTION BY OTHERS " , , . se - N43 .'44 ' 4 . ' 76.48.' 525.58 3.44 ' _ 9 '50 ' 52 " I \. N �.. s,> HP 5 _ NEW GAS LINE (N.I.C.} r y S > 33 r) • IF' \ ST,�S 0 4 •JI) . .°""'` !.__._.,..�-:•- r• ION SS S e>=4 , + .. I I .. . . . , • . . . .. • s s , .. a R=100 00 .E.r 513:72 S _ s > s ............. ....... S T I V Sr9 �'e 1S b�j . . _ I� 89 II (`r w r> , 511'.44 511.26 . d \ S I SAS S 9�c� >> ,69 °O T �, �. •S 6h0 � . �6, � e s ° : ' T � I � � � . �s �ss9 T=46 . 47 , v ,Y s S ss ;��y,T 9 `� la1 87. 00 ' �-+ �- •SST .SOo . 6- v 6 It T > C 84.28 s sI asss s�o ° M 510.63 IV 510.93 G \ S46'�5' i3" • ClI GRATE . CA)CB=N05 40 20 W r ■� ` . 5;� 1 O ;SoMN 3.00 EAST BOUND LANE r�A-1 ; V :: . :" v IN 4�E?. 30 TOF' 51�.41 . . NEW INV.(SW)=507.80 INV: OUT 501.21 Go _ -_-1__ _ - - - _ - - - _ _ - �- - _ _ - •- - _ _ _ - - _ - - _ - - - - - - - - _ _ •_ • - - - .- i w B .09 4 s s , s s s s s' s S s s 9 •� , , SJ ST S,S (() SrS ST> Ie Si�T SPA Po N �S c�j �S �9 ,0 3, ST So 3S SS S9 SS SS �� i ' (/i 0 , I c� \ ey S R/ .o .S .� '> ,� .I .I 9 .S ..T .S ° 9 >S So 99 >> \ >i ip 91 I> o vim, A9 S 9 >' B > I J S c� y° 966 \ ASS I ■ \ S * \1 �O sJA v ST . RTE . 1403 (50 R/V��PHA�T BERKMAR - DRIVE _ 9cs -- - - - -- f 30" WATERLINE -- -._- -_ �� I .z - WMH Cy CO 0 . TOP 534.10 6l I � (+� ., LL T ' 1 . - y _ I ' . v r - _ _ l.J"- .-ICE__ 0 m .� ., a FILE NAME: D.\3637\C1-3.DWG LATEST DATE: 10-02-96 AT: 11:56 t. � • " � Z - _ 6 0 , LT E . ~ '�qr Gj� � AREA IMPERVIOUSI .7�0 _°4�VN - 1.�rV1 g7 4V,:� �0. f6th%'h . 1 0.24 AC. 90% . . . . RECEIVED 2 0.95 AC. 60% - OCT 2 2 1996 Engineering & Public Works 3 0.63 AC. 50% ( ) . ,5 � . - - , , 4 0.28 AC. 100% . , ' `� . .. - 0 5 10 20 40 SCALE: f = 20' . • - DRAINAGE PLAN 6X6 W1.4 X W1.4 W.W.F. 1/2' EXPANSION - SITE M!"OFti t F�iAL NOTES t= 1 JOINT fr' 1'-cr 5'-8' 0 1. EXISTING SITE GONDTIlONS AND TOPOGRAPHY ARE SHOWN IN ACCORDANCE WITH A SiTE SURVEY PREPARED 01 egjfgg. 1 2" - BY THOMAS B. L INCOLN. LAND SURVEYOR; DATED NOVEMBER 1, 1995 AND OTHER AVAILABLE �� • - � e = a 3. W- SLOPE GUTTER ACCORDING 1 � TO SITE GRADING 1 2'eX12' LONG STEEL PIN r� / TO SITE GRADING PLAN ,C CONC. WALK 1 /2" R. / INFORMATION. 1 /2' R. • IN 3/4'e SLEEVE' (T1fP.) 2 BUKNMARK: BM # 11 - CHLSElED SQUARE ON TOP OF CONCRETE CURB. BERKMAR DRiVE EXTENDED < L :; ', •:: ASPHALTIC CONC. ASPHALTIC , CONC. BY r TOPSOIL OIL (SEE SPEC-S.) :: (SEE SPECSS.) `' SURVEY MTUM. °'I aI l $ ga � ... - o • VERTICAL DATUM ELEV. 536.17 BERiOrlAAR ERNE EXTENDED ARE 0.88 FT. LAYYETt THAN NATIONAL GEODETIC E : • ' _ ` 1 /2' R. 1 /2" R. PRECAST CONCRETE WHEEL STOP- CAUTIOl� CHECK BBC AGAINST OTHER KNOWN ELEVATIONS TO ASSURE THAT FLOOR ELEVATIONS. �i •' ; ' LOCATE 2'-fr FROM CURB FACE UTILITIES AND OUTSIDE GRADES (INCLUDING INFORMATION OBTAINED FROM EXISTING RECORDS) ARE ALL ON zge ;a g I TO FRONT OF WHEEL STOP. THE SAME DATUM. CALL ARCi•N= IMMEDIATELY IF ANY DISCREPANCY IS DISCOVERED. USE CIRCUIT ;e�ss ��0 1a CAREFULLY ON -_:�' a1! METHOD N CONSTRUCTION LEVELING TO CHECK FOR AND EIJMTNATE ERRORS. LOCATE BUILDING r SiTE. THE DUENSiONS SHOWN ARE INTENDED TO PLACE THE BUILDING AT A CERTAIN LOCATION WITH ONE s $ a a I SPECIFIC ORIENTATION. CALL ARCHITECT IF ANY UNCERTAINTY EXISTS. ° I 6• 3. SOIL BORING INFORMATION iS TAKEN FROM A REPORT PREPARED BY EARTH TECH. INC. DATED MAY 20. � 1 "6. TEST BORING LAGS ARE BOUND AS AN APPENDIX To THE SPECIFICATIONS. GRANULAR BASE I �� GRANULAR BASE (SEE SPECS.) c///�\\�//�\\�//,�//�\\\�//� </\ (SEE SPECS.) - 4. THE LOCATION OF EXISTING UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES HAVE BEEN PLOTTED FROM a AVAILABLE SURVEYS AND RECORDS AND DO NOT NECESSARILY REFLECT THE ACTUAL EXISTENCE. NON-EXISTENCE. , ,♦ 4' ki ONLY.TYPE, NUMBER, OR LOCATION; THEREFORE. THESE LOCATIONS MUST BE CONSIDERED APPROXIMATE i PREPARED PREPARED SUBGRADE SUBGRADE ° � �. THERE MAY BE OTHERS. THE EXISTENCE OF WHICH IS PRESENTLY NOT KNOWN. THE CONTRACTOR -SHIV_L BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION OF ALL UTILITIES SHOWN OR NOT SHOWN. AND SAID MONOLITHIC SECTION UTILITIES SHALL BE LOCATED IN PRiOR TO /1tQY PROJECT CONSTRUCTION. 1 ' MONOLITHIC SECTION 5. EXCAVATE WiTH EXTREME CAUTION TO AVOID DISTURBING UNDERGROUND UTILITIES THAT ARE TO REMAIN iN CONCRETE CURB AND GUTTER CONCRETE CURB AND G UTTER .WITH WALK CONCRETE WHEEL STOP 4 SERVICE. REPORT ANY CONFLICTS TO 'THE ARCHITECT IMMEDIATELY. PAINTED. k 6. SEE PLUMBING SHEETS FOR UTILITY WORK (STORM AND SANITARY SEWERS, WATER AND GAS) WITHIN THE • ' - - DIRECTIONAL ARROW � BUILDING �` - FILL WITH JOINT SEALER PREMOLDED STRIP OF JOINT SEALER. 7. SEE ELfJCTftICAL. SHEETS FOR UTILITY WORK (ELECTRIC AND TELEPHONES) ON SiTE AND WITHIN THE BUILDING. - = WHEN SAWED- IF PREMOLDED STRIP AREA • IS USED A MIN. OF 1127 SEALER SHALL r. BE PROVIDED. a. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL_ WORK ADJACENT M THE BUILDING AREA. SiTE Di 494Si M 8" CONCRETE VARIES NOT SHOWN. AND LOCATION OF. EXPANSION Mm CONTROL JOINTS IN NEW CONCRETE PADS AND SIDEWALKS. 18 1' CLEAR 24' CURB do GUTTER �? I NEW PVMT. Pn 1-1/2'R. _ •4. ALL TREES AND SHRUBS SHALL BE PROTECTED AND REMAIN IN PLACE UNLESS OTHERWISE NOTED OR SHOWN. 3' SHEET METAL 3' SEE PLAN a ` Q 1//0SLEEVE 3 , ;'•: •�; ,�' ' "' .; rim0.09E THICK ALUM. 12" 10. LNND5CJ1PlNG, INCLUDING PERMANENT' SEEDING AND SODDING. BY OWNER. < tmmr" + 1 i/2' .' ; PVM?. �UR�ACE: ` PANEL W/ DARK BLUE d :� r '' = .r, ;': :'': ::':.'• `• t 15090 PER FEDERAL / 11. PROVIDE 127 LF. OF PVC. LAWN IRRIGATION SLEEVE PLACED 2 BELOW FOAL. GRADE AND EXTENDED r 18" 1° STANDARD 595A 18r BEYOND EDGE OF PAVING. MARK ENDS WiTH 2X2 WOOD STAKE COORDINATE REQUIREMENTS AND N 1 /etz.. 1 /4 R. (Tl'P) . WHITE LOCATIONS OF SLEEVES WiTH LANDSCAPER. FINAL QUANTITY TO BE ADJUSTED AS NECESSARY. v I , i AI REFLE ORREO�LETTERS.0.090 THICK ALUM. -,-- ----�� 'ln zo J N1bTE: S'YM130L TO BE PAINTED SYMBOLS do BORDER. PANEL W/ DARK BLUE 12. NEW WATER SERVICE SHALL HAVE 3' MINIMUM COVER EXISTING WATER LINES HAVE 3 MINIMUM COVER. ---------------- _ P�R�II� i--- N WITH WHITE NON 'REFLECTIVE OPiLY I #15090 PER FEDERAL m i TRAFFIC PAINT. 2• 1-1 IfR. P� Q��W `G STANDARD 595A 13. EXISTING CL EANOUTS. MANHLI.ES, CATCH BASINS. WATER VALVES. PULLBOXIS. ETC.. WHICH ARE TO REMAIN �O p po o p O o p O o o ° Q ° o n o o° O a° p o p° O pop ,.° p n ° o �° O. o c 00 o p Ob o 0.090 THICK ALUM. A u BACKGROUND, k WHITE AND ARE N AREAS OF NEW CONSTRUCTION. SHALL BE ADJUSTED TO NEW GRADE. P !r A m OppoOp000papp Op 4 X;IUL�R Ifba O G�ANR �aOp o0 p0 CURB END TAPER ACCESSIBILITY SYMBOL b PANEL- W/ DARK BLUE _ 0"�lY ��`ECT°RfZED'-ETTE�. CO I 00 Op Op O ° O �O O VO 000 °O Op O O_ J O O poop BACKGROUND. I SYMBOLS do BORDER. 14. VERIFY IN FIELD. ALL INVERTS OF EXISTING STORM SEWERS AT CONNECTIONS WITH NEW SEWERS PRIOR TO .■.�-. ■� I 1' H. WHITE LETTERS do BEGINNING CONSTRUCTION OF UTILITIES. 1' EXPANSION JOINT 24� DEFORMED DOWEL • BAR I 1/, 9 g WHITE BORDER 2'X2' ALUM. 15. THE CiTY WiLL INSTALL THE DOMESTIC WATER METER ONLY. THE SITE unLnY CONTRACTOR WILL INSTALL THE ■� 1 #6 SMOOTH DOWEL. BAR FILLER 6X6 W1.4 X W1.4 W.W.F. 6X6 W1.4 X W1.4 W.W.F. J W 2'�' ALUM• w ; TUBE POST W CAP 1 1 2' DOMESTIC WATER SERVICE FROM THE EXISTING LATERAL TD THE BUILDING INCLUDNG THE WATER woo 1 N3"' LONG ®18"' O.C. - 1 /8' TTD i /4 RADIUS r 1 /N3' TO 1 /� RADIUS bj TUBE POST W/CAP �j o�1 W/ VAU T THE SITE UTILITY CONTRACTOR IS RESPONSIBLE FOR REQUIRED FEES. ■ s ONE ENO WRAPPED IN TAR 1 /� PREMOLDED FILLER -4. W o: w N ' PAPER, LUBRICATED, OR SLEEVED CONC. SLAB REINFORCING ° °' a 16. THE SITE UTILITY CONTRACTOR WiLL INSTALL THE fr FIRE SERVICE LINE INCLUDING THE VALVES AND FIRE i � Z W/1" CL SPACE A END OF BAR TO WITH 8x8 W2.9xW2.9 WWF FINISHED GRADE FlNiSHED GRADE • O O ac HYDRANT. THE CITY WILL DO NO WORK TOWARDS . THE INSTALLATION OF THE NEW FIRE HYDRANT. a ALLOW 1 OF UNOBSTRUCTED ' ' ; :ti:' v �r it W W w LATERAL MOVEMENT. ' ' i • 17. NEW SANITARY SEWER SHALL. BE TIED INTO EXISTING G' LATERAL_ VERIFY DEPTH AND LOCATION OF LATERAL L is PRIOR TO INSTALLATION ANY SANITARY LINES. i 0 PAVEMENT EXPANSION JOINT (E.J.) PAVEMENT CONTRACTION JO!Yf (C.J.) z I I I �L- g' DU4. CONC. BASE z i I I J"- L3' DUI. CONC. BASE QCO 40 >= 4' GRANULAR BASE (SEE SPECS.) TYPICAL ` PAVEMENT AND '-JOINT DETAIL b b ,N3. 1 DE CAS SERVICE AT A COST OF: '' A \\\\\\y_ N I I I..-1- PROVIDE BITUMINOUS N I I i. I PROVIDE BITUMINOUS REMAINDER OF GAS LINE AT A COST OF #7.00/L..F. EXPANSION JOINT CONTROL JOINT THE CONNECTION FEE _ENNE (� I PROTECTIVE COATING (-J I PROTECTIVE COATING THE SITE Untm CONTRACTOR is RESPONSIBLE FOR ALLFEES. I I ' - • - (EJ ON PLANS) (CJ ON PLANS) ,� I ( ON ALUM. TUBE EMBEDDED , ID I I ON ALUM. TUBE EMBEDDED 19. PNEW ENASPi LA!_� PAVEMENT SHALL BE AS FOLLOWS: (SEE*SITE PLAN FOR LOCATION). SIDEWALK SECTION SIDEWALK SECTION - J L_ - r ASPHALTIC CONCRETE ON GRANULAR BASE.0 ACCESSIBILITY SIGN AC C ES S I B I LI TY `SIGN ASPHALTIC CONCRETE ON Nr GRANULAR LSE. CU L 20. NEW CONCRETE PAVEMENT SHALL BE AS FOLLOWS: (SEE SiTE PLAN FOR LOCATION). f�00,7 DRNE-UP AREA: NOTE: THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE THE STANDARD USED TO IDENTIFY 3' X 4' DOWNSPOUT FACILITIES THAT ARE ACCESSIBLE TO AND USABLE BY PHYSICALLY DISABLED PERSON AS SET FORTH 5 THiCK W6X6-W2.9XW2.9 WiRE WOVEN FABRIC ON C GRANULAR BASE .•� '�""� :>;;• IN THESE BUILDING STANDARDS. THE SYMBOL SPECIFIED ABOVE SHALL CONSIST OF A WHITE FIGURE SIDEWALKS: - • I �' THCK W6X6-W1.4XW1.4 WIRE WOVEN FABRIC ON C 'GRANULAR BASE �. - � - ON A BLUE BACKGROUND. THE BLUE SHALL BE EQUAL TO COLOR N0. 1509E IN FEDERAL STANDARD •- ' 595a. NEENAH FOUNDARY CAST IRON TO 21. SAW -CUT EXISTING ASPHALT PAVEMENT WHERE REQUIRED PROVIDE A CLEAN EDGE FOR ABUTTING NEW • 1=-= �;-= _ ' ;�;�;��'-,-:,,�... �._ _ _ i�SPFU0.t.T PAVING AND PATCHING. RDOWNSPOUT SHOE -4927-A TYPE D or EQUAL - t 8'xg' SROUGH W000 OR GUTTER. AND PAVEMENT DAWAGED DURING CONSTRUCTION AND NOT SHOWN AS - NEW GRADE AT 6'-r O.C. 22. NEW WORK SIDEWALK. CURB. _ TITTEE PLUGGED CROSS WYE PLUG OR CAP _ ,.-`� `�COMPACT FULL DEPTH WHEN _LINE OF ACTUAL EXCAVATION UNDER PROPOSED PAVEMENT'ago (95X STD. PROCTOR; UPPER 9" EROSION CONTROL NOTES NOTE: CONTRACTOR TO PROVIDE TO BE SELECT FILL OR MODIFIED / c SHORING ee BRACING AS REQUIRED {�` /' FOR SAFETY TO � SUBGRADE AND COMPACTED ' 1. PROVIDE AND MAINTAIN SEDIMENT CONTROL BARRIERS TO INSURE NO RUN-OFF OF SEDIMENT INTO DRAINAGE NEW PVC PIPE 98X STD. PROCTOR DENS" OR FROM SITE SITE PLAN SHOWS MINIMUM SUGGESTED LOCATIONS. ADD ADDITIONAL CONTROL AND FITTINGS AS NECESSARY. SiTE CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE AND EFFECTIVENESS RESULTING FROM c 4! MIN. ( .) . CAREFULLY PLACE do COMPACT .. IMPRbPER SEDIMENT CONTROL � A-1 d SELECTED EARTH BACKFILL IN er STEEL W I a' �.,`' LAYERS. (95X STD. PROCTOR). - SECTION. 2. SEDIMENT CONTROL METHODS SHALL BE STRAW BALES. SiLT FENCE OR APPROVED ALTERNATE c �•'` +" N D/4 %�%BERM SHOULDER AT 12 GUAGE- %�Tj yi j f •.:: ,� ,. ��� '%%� BACK OF CURB I FAG�E Of STEEL 3. PROVIDE ROCK CONSTRUCTION ENTR/WCE (50 MINIMUM LENGTH) AT ANY LOCATION WHERE CONSTRUCTION , /- A-2 TRAFFIC ENTERS THE SiTE - COMPACTED CRUSHED STONE OUTSIDE OF PIPE BARREL N SECTION TO BE TO STORM SEWER OR WASHED RIVER SAND ACTUAL LINE OF EXCAVATION FLUSH W/ BACK GENERAL WATER & SEWER CONDITIONS _I(�=� (�- -1_-�1 OF CURS BEND PLUGGED CROSS TEE NOTE: EXCAVATED TRENCH SHALL BE MAINTAINED % 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE j _ FREE FROM WATER. DEBRIS do EXCESS EARTH. 1 I I_ ( �I �_I I I , . CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF BEARING AREA Of THRIJ``T CLOCKS IN SQ. FT. 1 r- I I- _ ,M : THE WORK. GUTTER DOWN POUT DETAIL AT GRADE •TYPICAL PIPE BEDDING I I - �����==�'•-= `�� • '° FIRING SIZE TEE.WYE, PLUG OR CAP 90' BM PLUGGED CROSS TEE PLUGGED ON RIM 4T BEND 22.5' PEND t i .2T BEND A-1 A-2 4' 1.0 1.4 1.9 1.4 1.0 6" 2.1 3.0 4.3 3.0 1.6 1.0 f' 3.8 5.3 7.6 5.4 2.9 1.5 1.0 Icr 5.9 8.4 11.a a.4 4.6 1 2.4 1.2 12" I 8.5 12.E 117.0 12.E 6.8 1 3.4 t .7 NOTE: 1. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. 2. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. 3. IF NOT SHOWN ON PLANS, REQUIRED BEARING AREAS AT FITTINGS SHALL BE AS INDICATED BY CHART ABOVE. THRUST BLOCK DETAIL _ O Q ' !�. fr. 2'-8" e' tv^, it LU V --.: c bo O A :.I.. �, I ' . A Z tu }'8- to v 1 f EXP. JT. } 0 B CU O W PLAN VIEW - NEENAH R1737 SOLID CONCRETE TO UD*AND FRAME OR EQUAL 1L INN- 011. t� z 3 4' CEMENT RTAR AND BAC 6" CONCRETE SEE SiTE PLAN FOR - yyALJ_S PIPE INVERTS AND ORIENTATION. • 4' O F.- 910 MODIFIED SUBGRADE COMPACTED CONCRETE BASE TO 98% STD. PROCTOR DENSITY. WiTH NO. 4 AT If B.W. I SECTION "A -A" n CURB INLET DETAIL FILE NAME: G:\3637\C2-1.DWG LATEST DATE: 09-26-96 AT: 16:54 SECTION "B-B" I- �'' < `,1." s 2 SHOWN ON THE PLANS014 Ur DAND WHERE SHHOOWNN, ARE ONLY APPROXIMATELPOSED WORK ARE MOT OR SHALL ON HiS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WiTH GENERAL WATER AND SEWER CONSTRUCTION FIRE HYDRANT - SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON JANUARY 20. 1983. ' 2- 2.5' OUTLET AMENDED JULY 1, 1989. ' C-) & 1- 4.5 OUTLET �� • 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. �, w O _ 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ' MiSS . UTILITY (1-800-552-7001). AS REQUIRED BY 6. ALL WATER AND SEWER PIPES SWILL HAVE A MINIMUM OF 3 FT. OF COVER MEASURED FROM THE TOP OF - V VALVE BOX & RISER LOCAL FIRE PIPE. OVER THE CENTERLINE OF PIPE THIS INCLUDES ALLFIRE HYDRANT LINES. SERVICE LATERALS AND C+ w SEE SPECS. MARSHALL NQgS; WATERLINES. ETC. 0 _ 1. POSTS AND BLOCKS SHALL BE NOMINAL 8'xg' 7. 20' WIDE EASEMENTS, CENTERED ON THE PIPELINE AND APPURTENANCES SHALL BE DEDICATED TO THE i T� ALBEMARLE COUNTY SERVICE AUTHORITY, EXCEPT WHERE THE LINE iS IN A PUBLIC ROAD RIGHT-OF-WAY OR 17 ROUGH WOOD, (OR W6x8.5 STEEL) PRESSURE AN ACCESS EASEMENT. IN WHICH CASE THE ACCESS EASEMENT SWILL ALSO BE DEDICATED AS A UTiLTTY HYDRANT �� TREATED AND UNPAINTED. EASEMENT. C_.)x , 8. 3' MIN. SEPARATION REQUIRED BETYVEEN WATERLINE AND STORM SEWER CULVERTS OR 6' SEPARATION WHEN LENGTH - 6• MINIMUM WATERLINE iS INSULATED. USE 1/2' THICK THERMA-CEL PiPE INSULATION IN 3'X4' SHEETS AS ' 18' MAXIMUM 2. ALL GUARD RAIL PLATE, FITTINGS. HARDWARE, ' MANUFACTURED BY NOMACA, INC. OR EQUAL APPROVED BY ALBEMARLE COUNTY SERVICE AUTHORITY.' ETC. SHALL. BE GALVANIZED. INSULATION TO EXTEND 5' BEYOND CENTERLINE OF CULVERT IN BOTH DIRECTIONS OR 5' BEYOND ENDS OF •. - _ 7 _ CULVERT WHEN PARALLEL y f F> r A GUARD RAIL 9. TOUCH READ METERS ARE BONG USED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. TO ACCOMMODATE THESE METERS, METER LIDS WILL REQUIRE Ak4-3/1117 HOLE TAPPED INTO THE CENTER OF THE _ GATE VALVE LID. BLIND TAPS OR PLUGS SHALL --BE PROVIDED TO PREVENT DEBRIS FROM ENTERING THE BOX PRIOR TO Y..` • '�` E- f0 AV CONCRETE THRUST► METER INSTALLATION. 1 i^ AFCo BLOCK 4 SACK MIX 10. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. < = a to MAIN RUN X N�' TEE _ . f ` t� p z } 11. CERTIFICATION THAT 95X COMPACTION IS OBTAINED SHALL BE PROVIDED FOR ALL FILL AREAS UNDER WATER AN < W Q o a \ J AND SEWER LINES AND APPURTENANCES. THIS CERTIFICATION SHALL BE SIGNED BY A PROFESSIONAL ;� 1 a �+ GEOLOGIST. THE CERTIFICATION 'SHALL STATE THE EXACT AREA THAT THE CERTIFICATION APPLIES M. +4 12. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A ,.. --- FUTURE EXTENSION OF THE LINE. "�" :6, R P� _ �\CD 8' DUCTILE IRON TAPE CONCRETE THRUST GRAVEL POCICET� BLOCK 4 SACK MIX O FIRE -HYDRANT DETAIL _ STANDARD MANHOLE FRAME do COVER- NEENAH R-1792-FL ANGLE DEFLECTION OR APPROVED EQUAL AS REQUIRED ' MATCH GRADE do SLOPE g. g,. , OR AS DIRECTED J 530 • _.- -3 - � ---- -- ------ - ----o ------------ _ - - - --EXISTING _GRADE ------ - --- �Co'-- - -- -- -- N ' 530 - -- - m --- �_-�NEW GRADE - --- - - --- -, - -�� o ---- ---- -- --- - - - - - - w --- -- - - INV.-526.0E - -- - - - - - -- --- - - - - -- - - - ---- / 525 525 -- NV.-525,.9E ENV.-524.45 y -._-_--- NV.-522.95 --- 520 INV.-521. 520 Q3 Ca IY " > cc V o Low +� o U. i 5' OF a SAN--4-, 75' OF I?' SAN. 75' OF G' SAN. ' _ _ 75± OF 6' SAN. `fie,\ NIA ADJUST TO GRADE WiTH PRECAST CONICAL i T RECEIVED COURSES OF BRICK TOP SECTION SANITARY SEWER PROFILE N CAST IRON COVER SCALE: 1' _"20' HORZ. OCT 2 2 1996 1 i Q' WADE-6004-Z r- •- • /i 1' - 5' VERY, L "o I t B FINISHED GRADE A Engineering & Public Works � AREA OF CIRCUMFERENTIAL 5. STEEL - .121N.' /LIN. FT. MANHOLE BASE PLANPRE AREA OF � RISER ---� - CIRCUMFERENTIAL STEEL - .121N.' /UN. FT. SECTION 2' DIA. HOLES FOR NO. 5-1 If DOWELS COMPACTED SELECTED EACH DROP PIPE DOWELS TO BE z EARTH BACKFlLL ROUND RUBBER, ,SIDE GROUTED & OBTAINED FINAL SET PRIOR 6-P 4' DIA. PIPE GASKET JOINT TO POURING OUTSIDE DROP. o Z GRANULAR STEPS STAGGERED :3�S BEDDING LATERALY 1 f C-C & -- 1/8" BEND UNIFORMLY SPACED © MAX. 127 C-C 4 4" Y-JUNCTION PRECAST MANHOLE ----- '� - 1 BASE ------- MIN. - - - � _ _- SEWER LINE OF ACTUAL _ AREA OF to B EXCAVATION I A VA `' low •. STO .. . THE HUB FOR OUT GOING PIPE " SHALL BE FIELD APPLIED OAKUM REINFORCING SILO" TRENCH - I. 134t OF 2» WATER SERVICE .J - --- - f- 31'f OF 8~ WATER ' I vr-ry "I I­j v v AND SEWER TTTE OR APPROVED STEEL - .121N' /LIN. FT. EQUAL JOINT. �� BASE SECTION WIDTH �� _� � _ Sheet No. 3 of 3 SECTION A -A SECTION B-B DOMESTIC WATER PROFILE FIRE SERVICE PROFILE f . MANHOLE DETAIL C LEAN - 0 UT D ETAI'L 1w - 20'HORZ. 1� - 20'HORZ. � SCALE: 1 - 5' VERT. SCALE: 1 - 5' VERT. ■� • CIVIL- SITE DETAILS & DOTES Cb�$yright HBE Corporation ' Data: