Loading...
HomeMy WebLinkAbout6.3-4810 [D A 0 ED D IF u BENCH MARK DD LStYU:QG��I lJ\'�Il C�G'J� OO C� p�J C�LS� `V' MI SIL OO G�W� BOTTOM OF Y2" DRILLED HOLE IN CONCRETE PAD LOCATED AT DISTRICT BOULEVARD AND GOSFORD ROAD SEWER LIFT STATION, ELEVATION = 359.23 CITY DATUM. BEARING BASIS THE EAST LINE OF'THE SOUTH EAST 1/4 SECTION OF SECTION 9, T30S, R27E, MDM. SAID GRID BEARING PER NAD83 IS N00039'1 &E. DISTANCES ARE GRID VALUES, TO CONVERT TO GROUND VALUES MULTIPLY BY 1.0000292. CONSTRUCTION NOTES: 1. THE CONTRACTOR SHALL CONTACT THE U.S.A. LOCATOR SERVICE AT 1-800-642-2444 48 HOURS PRIOR TO ANY EXCAVATION. CONTRACTOR SHALL POTHOLE UTILITIES TO VERIFY LOCATION AND DEPTH PRIOR TO TRENCHING. 2. THE CONTRACTOR MUST POSSESS A STATE OF CALIFORNIA CLASS "A" CONTRACTORS LICENSE TO PERFORM THE WORK CONTAINED WITHIN THESE PLANS AND SPECIFICATIONS. 3. HAZARDOUS WASTE EXCAVATION. IF THE CONTRACTOR ENCOUNTERS MATERIAL IN EXCAVATION WHICH HE HAS REASON TO BELIEVE MAY BE HAZARDOUS WASTE, AS DEFINED BY SECTION 25117 OF THE "HEALTH AND SAFETY CODE", HE SHALL IMMEDIATELY SO NOTIFY THE ENGINEER IN WRITING. EXCAVATION IN THE IMMEDIATE AREA OF THE SUSPECTED HAZARDOUS MATERIAL SHALL BE SUSPENDED UNTIL THE ENGINEER AUTHORIZES IT TO BE RESUMED. 4. CONTRACTOR SHALL POTHOLE AND LOCATE ALL KNOWN UTILITY CROSSINGS AS SHOWN ON THESE PLANS AND AS REVEALED BY THE USA LOCATORS AND ALL STORM DRAIN TIE-IN POINTS PRIOR TO TRENCHING OPERATION. CONTRACTOR SHALL VERIFY VERTICAL CLEARANCE BASED ON THE FIELD CUT STAKES AND NOTIFY THE ENGINEER OF ANY CONFLICTS SO THAT THE VERTICAL ALIGNMENT OF THE STORM DRAIN MAY BE REVISED IF NECESSARY PRIOR TO LAYING OF PIPE. - - - - - - - - - - - - SECTION UNE 10 '10 - - - - - I -- - - LEGEND ABBREVIATIONS EXIST. RIGHT-OF-WAY UNE 1'• 0 CONSTRUCT STORM DRAIN EXISTING VALVE WITH SIZE SHOWN EP EDGE OF PAVEMENT R/W RIGHT OF WAY CB CATCH BASIN TC TOP OF CONCRETE INV INVERT JB JUNCTION BOX FL FLOWLINE SD STORM DRAIN FG FINISHED GRADE CL CENTERLINE GB GRADE BREAK MH MANHOLE --� ----� ----� 1_ IIP � EXIST EXISTING OE OVER -EXCAVATION ELEV ELEVATION BW BACK OF WALK TOM TOP OF MANHOLE - - - - - - - - - - - - SECTION UNE 10 '10 - - - - - I -- - - CENTER LINE WITH STATION LABEL - - - - - - - - -- -- EXIST. RIGHT-OF-WAY UNE 1'• 0 CONSTRUCT STORM DRAIN EXISTING VALVE WITH SIZE SHOWN PER THIS CONTRACT - - - - -- D D EXISTING STORM DRAIN AND MANHOLE S —--S EXISTING SEWER AND MANHOLE w •' w EXISTING WATER G EXISTING GAS - — —OH— — — —OH— — — —OH— EXISTING OVERHEAD UNE F0 F0 EXISTING FIBER OPTIC E E EXISTING ELECTRICAL —T` T— EXISTING TELEPHONE UNE Tv Tv EXISTING CABLE TV x x x x EXISTING FENCE EXISTING BLOCK WALL --� ----� ----� 1_ IIP � _ --- EXISTING CURB & GUTTER __________ _ ..NE ----------------F10WLI--- BACK OF WALK DETAIL DESI NATION: DETAIL LETTER A 2 SHEET WHERE DETAIL IS SHOWN PLANS FOR CONSTRUCTION OF CAMPUS PARK SOUTH. MP REMEDIATION PROJECT CITY STANDARDS STATE OF CALIFORNIA THE FOLLOWING CITY STANDARDS DRAWINGS ARE HEREBY INCORPORATED AS A PART OF THESE PLANS: SW -4 MANHOLE TYPE "B" SW -7 SEWER PIPE CONNECTION D-9 DRAINAGE BASIN D-10 DRAINAGE BASIN OUTLET STR*70 UCTURE (i a ., �� ��`'�- �� • ,. �� '� -�4� D-12 CHAIN-LINK FENCE . f r •- jf N D-18 PIPE SADDLE DETAIL Xt",_.a` a,,=. .PERSIMMON. DRIVE r �... _ D-19 CONCRETE PIPE COLLAR TRANSITION ST -12 PAVEMENT PATCHES `C ; w r'. $T �d,.. : > �.,5_�.: '..wx= ST -1 TREN A �, ., r • .•: 3 CHB BACKFILL &COMPACTION REQUIREMENTS CONSTRUCT NEW } • I RETENTION BASIN SHE 5 ;,� ��, ,�� �.. .� SEE SHEET ilk �� Y LIST OF DRAWINGS `TTI. �'� .Y}yyQ6 %� �3• .a �:+ om h` N IL ,, �.� •, '_� a .�` �,/`'/N /� .�����§�'- ,�• � :., fir'`' ` x��$ °'��' p � . �:. �..-.•aid ,� r� a � /L•1:.ry'•++� '-"�.�`._ ��. / _ � _ –. _ _ ..�" Z� ,s �'�:� 4. )i� �• ate,- a ` !- __. � EXISTING FIRE HYDRANT F '10 EXISTING BLOWOFF Q k ..., SHEET 4 PLAN -PROFILE - WHITE LANE BORE SHEET 5 D84 EXISTING VALVE WITH SIZE SHOWN • i ® EXISTING WATER METER - �� EXISTING STREET LIGHTS ... E-- O EXISTING POWER POLE AND GUY y' o EXISTING CONDUIT PULL BOX , EXISTING CATCH BASIN © EXISTING CAN PULL BOX Z� ,s �'�:� 4. )i� �• ate,- a ` !- __. � 0 EXISTING ELECTRICAL SERVICE O EXISTING CONCRETE MONUMENT s •. EXISTING STREET SIGN -� EXISTING TRAFFIC SIGN 4. ' W, ' ® EXISTING ELECTRICAL VAULT CONSTRUCT OVERPOUR juALH - ® EXISTING TELEPHONE VAULT STRUCTURE & DRAIN,, _ ,, _ �Ai SEE SHEET 7 - 5 -�- , EXISTING TELEPHONE MANHOLE-'.;:,"`: 41 ® EXISTING TELEPHONE PEDESTALMB r '" ® EXISTING MAIL BOX CAMPUS PK .. BEARING AND DISTANCE SOUTH SUMP SECTION DESIGNATION: SECTION LETTER �- m I>A SHEET WHERE SECTION IS SHOWN 2 0-. i4mt, Ir KFY NA.4P JI�HLC: I--=LUU' ATTENTION: CONTRACTOR TO MAINTAIN WATER LEVEL IN THE EXISTING SUMP, REFER TO SPECIFICATIONS. MT 7i �--== CONSTRUCT NEW CITY PROJECT NO: E21<209 SHEET 1 COVER AND TITLE SHEET 4 , ' 4 t =i PLAN -PROFILE - BELLOWS AVENUE SHEET 3 PLAN -PROFILE - KILTERBURY LANE, 0 EXISTING ELECTRICAL SERVICE O EXISTING CONCRETE MONUMENT s •. EXISTING STREET SIGN -� EXISTING TRAFFIC SIGN 4. ' W, ' ® EXISTING ELECTRICAL VAULT CONSTRUCT OVERPOUR juALH - ® EXISTING TELEPHONE VAULT STRUCTURE & DRAIN,, _ ,, _ �Ai SEE SHEET 7 - 5 -�- , EXISTING TELEPHONE MANHOLE-'.;:,"`: 41 ® EXISTING TELEPHONE PEDESTALMB r '" ® EXISTING MAIL BOX CAMPUS PK .. BEARING AND DISTANCE SOUTH SUMP SECTION DESIGNATION: SECTION LETTER �- m I>A SHEET WHERE SECTION IS SHOWN 2 0-. i4mt, Ir KFY NA.4P JI�HLC: I--=LUU' ATTENTION: CONTRACTOR TO MAINTAIN WATER LEVEL IN THE EXISTING SUMP, REFER TO SPECIFICATIONS. MT 7i �--== CONSTRUCT NEW CITY PROJECT NO: E21<209 SHEET 1 COVER AND TITLE SHEET SHEET 2 PLAN -PROFILE - BELLOWS AVENUE SHEET 3 PLAN -PROFILE - KILTERBURY LANE, SHEET 4 PLAN -PROFILE - WHITE LANE BORE SHEET 5 RETENTION BASIN SHEET 6 MANHOLE DETAILS SHEET 7 OUTLET & OVERPOUR STRUCTURES SHEET 8 CITY STANDARD DRAWINGS FINAL PAY QUANTITIES BASIN EXCAVATION 16,000 CY (F) l t e l � ky, hrxa4 <? +m C LRi = _ •-'r^-n .1 �,�6y,• J^'!�� ;d,.'�:::v' � }.+13ua Aar, •k*.�:det^..n • _ '„•3r . 1.> ! Y '�:f' mc.:5 �r�i ik..,=%: ^� `fiS,b: �,(^- .'°� t-"`�i.F•'.'%� s * ''"r. ,+� � i i F <, s. N,- • . PROJECT �SY�{a Biu.--•' s. .•1 ., 4 q »: LOCATION i+ AP- yam.y•y. ��'_ � } i.z C _ ,r f�,,.� ,,w `y N_• '�Y- _,�: "' ""tee-'-'.�--< ._..a3 LOCATION MAP 1 _ I 1 ywQ �P�O 0' �c�j RAUL ROJAS DATE cs PUBLIC WORKS DIRECTOR , SUBMITTED BY: c `� No. 28104 " Exp. 3-31 2 I sT C101�� APPROVAL RECOMMENDED: grFOF CAU'T� � IA=� Z UNDERW DA RICHARD MEYER, R.C.E. 28104 DATE ASSISTANT PUBLIC WORKS DIRECTOR ■ ■ 6.3-4816A ON MEADOR DATE ATER RESOURCES DIRECTOR 1 ARNOLD RAM ING DATE t File Name: COB11004TS1 RECORD DRAWING CERTIFICATION CIVIL ENGINEER IV, DESIGN ENGINEERING (IMeyer CITY` OF BAKERSFIELD H@� ;ECivil Engineering, Inc. CAMPUS PARK SOUTH SUMP REMEDIATION PROJECT OF ; m taS110 S. Montclair t., Ste. 104, Bakersfield, CA 93309 CONSTRUCTION PLANS 8 Phone 661-836-9834 FAX 661-836-9761 SHEETS PRINT DATE: 10/31 /11 O N z v ■ L Z r a Al E L E C` C I L L :•i Q om J z� 6 6 = a T - 1 '` �L,4x .a, .:t . s.' Vii,: J,�:.g: i, ;�,,r•':f ' 11 ,.Y•. z 7---_ - _ /----.-._-�17----- 0 EXISTING ELECTRICAL CONDUIT BANK, VERIFY LOCATION _ O EXISTING TELEPHONE CONDUIT BANK, VERIFY LOCATION LL_ Lr- ' j I o _ • I Q I ' I I ' EXISTING WATER SERVICE VERIFY LOCATION �.• �^• „ �.. - .-.=:r �1EL_ a-�.�=--s•s•�.-`sl6f ML --•••�'x--.rr�':.aAF _. •—�-�YIL-�---c•••x • _ _ .��.= '-s �• .�----`:: -. _ _... _.. - - - -. _.._. - ..- - - - --.-------...------_.. --- - ......-_.------------- �------_.. - ...._---- ._-_ -- LL ----- ,----- ----- /-----�7,----- ----- / -- ,----- - --- -----7,------�7----- 0 D- S --- J - - - - - -4" - r� I 1 AEffUAL --�- - - - - - . _____ _-- s _ _ _ _._ - - s ---------- —S-4— . _ _ _ ---s s E:ftk • ' ii•2 I I ` I I I • N 00 v r I v D -- D 15 .- --------- ` r S - S -- Tj E E. E E - E _�-- -. lr_:- G' -TV G zl TV G — — — TV _ — _ Y aTV — — TV Gam~ T. TV G T ... y 3 - '4.'+1�111�1�1N .�"isvxti�k" h ., :.>=...:.�V•'.si�.. ,.. _... .. : ? ...._.:.=ir'.' i+...::."d+ ... .-».i.6.. . ...isi.. �.:tva 1110)I_-Ali-11111111IaWint-ou J 0 o {� I I I� ' 1• I I I A r � ro� w •� �I f I f ' mII I I i to OMAINTAIN OPERATION OF SERVE 6STUB AND PUG EXIST18" STORM DRAIN A f-: +- z MINIMUM OF ' FROM NEW MANHOLE AND SLRRY QI �� REMAININGx wpi Q _ ; "f X , Is XvCo w MN ( m Cl0 CONCRETEPLUGDRAINAT EXIST. MANHOLE m g EXISTING TRAFFIC SIGNAL INTERCONNECT d- fJ=-' bQ 1/ iI III Ii iI It I I► zor \ I`m oig CONDUIT, VERIFY LOCATION o °0 IIN Q♦I N D1 ' 00 + o w o EAST. co + W z INSTALL 30� SEWER STUB Na I x �� d k= Z ;� N� Q R �= Z,.. WN i --u4 W 11 o X W Q �� \\ \ STORM DRAIN N7� a N o W /w o / a I I I UN cn W N \ \ N W N N W� z rU V% >� ? U N �/ // W N \\ S -- --�' ---' --- =w- --- - �'- -- __ =u�BW __ T. 8' W- A—T--W _ -sem- w- _ -w _ \ �w� - - - - _-8 - -- - —=- _=- - - 3I I I "_ _�__ _____ _-w.---e�— Exls -- ft ---_- --_ to \ �---- ----- E -------E ---- --_ --E-------- E --- E ----- -- E ---- --- --- - --- - ------ --- - / 8.50' w -- \ \ —r— T - — T— T— -- _ -- T— T- r— /-� FLOWLINE T / / I \ _ fI > \ ----------------� ----_ - --- --- - - --._ -__ - ---- --- - ---------__.._ _--/-_-- _-------- r --- -- — ----- ----- _—_---.---- -- — — — -- — — --- ---- — ..- --- ---- --- i I I I r STA. 10+44±0- - 7,- - - - ��- - -� - - - - , 7�- - -�, - - , �,- - -�, - - j,- - -�, - S� f i CONSTRUCT MH 4 F - S89"19'00" 526.24' T � i �- GUTTER UP ..`�� STA. 15+07.18, 12.50LT. E.= 6 { I l I •�—f—u ----�----•----------o----- --o--.----ro -------•.-----c----------o— -- -- —o------o-•-------u----o—�.------ o------�o ---------� � `_ I f N EXIST. 30 S.D. -" I EXIST. 30 S.D. I STA. 10+12.50, 8.50RT. N. STA 10+421(,1 -- I ``J N TOREMAIN r- C_ i w 1 - TO REMAIN - D 1 _ D ' I EXIST. 30' DRAIN D - - D - - �- - - D - - D --- 4 -_ D - - D - - -� -=- -D - - D - - -�I--D - - D - -�-` - - r - - S8919'00"E 195.01' -1�- - - - --� - - - - - =�-�2 - "' - -- - - - - - �}3 - - - - - " - ' - - - - - - - - -> - _ 1,5 , " t I I l 3 S89"19 00 E 303.67 _S8919 0 E _ Tr INTERSECTION BELLOWS AVE. & BELLOWS AVE. r EXIST. SEWER 3 I I Z I r a �, HOMER LANE (MON T NOT FOUND , W N s - s INTERSECTION BELLOWS AVE. & f (I = o E`s-' o I O > s `" I CONSTRUCTION s-� . s---�"--s KILTERBURY LANE ' s EXIST. s" SEWER STA. 11+95.01 EXIST. 8' sEwER s (MON'T NOT FOUND t ( (I c $ ¢ M. r �, M o -s - s s -- ______ s'� -_ STA. 14+98.68 E.= { w o C I I V) zo o o I � /f�---=-----IZ---�-----�� ---�� _I ��---- �---_--�z/_-�L-------�----i//._-_-_- --_--_Ili__- �,GIlTTER LIP - �/L--- �-_�-_-�-- STA. IO+OO.:,OO N�_- I -- - I I X; "' O Z O �W N T —T— -T T— T T— —T— E T -. _ - _. _ - - - - - -- - - _ --- : F �w N Z O p z y-- E- - W E E E E E E FLOWUNE -� E I i I ins U� ♦ O N E TV q� TV TV {yJ Z -- -E-- - -- - E -- --- - -- -__ _E___ _ E --- - E� --_- _--E --- x O E E \ / �— TV TV- TV _ TV TV TV TV TV TV W �. p I_ w G -Q GT G -- -G-- -.- _ ..._ G _-' _- -- G _- -- --cf) -- - --- G N {( w \ _ _ BW I zQ m n Iz x i( /` \r // 3 /// R W �0 0 20 ao rt II I ( f� i i I / � �\ � I I �,i i f 20 s SCALES CONSTRUCT MH 1 AT EXIST. 30" S.D. A STA. 9+80.94 FILA14 ]BELLOWS AVEhRJE HORIZONTAL: 1 " 6 =20 ELEV. 347.05 INV. 30" N,S,&E ELEV. 347.05 INV. 30" E � CONSTRUCT MH 2 &INTERCEPT VERTICAL: 1"=2 �* 4 EXIST. 18 S.D. FROM NORTH CONSTRUCT MH 3 &INTERCEPT F CONSTRUCT MW 4 360 .. __.__.._^,,.-;---.___..__°'°----'--.__..--_.__._____..._.._._.__,.._..___.._..__...__...______-_-----.__ _._.___.____._..._r__ .._..___.________.__ . ________.___.__..._ _______. _._.. _...---.-..._..___.--.--'---.._..___.___..-____.._ ._____._.__.._...__._ _.._._____...__._. ---_. -_____ _ 4 EXIST. 18" S.D. FROM NORTH ___.._-._ ._ ,__ _.-____. _..._..__.___-- _--_---_360 35 .7 -- ' - 8 STA.. 13+04.80 a 6 STA. i 5+fl7.18 E.= - 6 °° I 8 STA.: 14+54.22 j STA. 10+12.50 N. M -_`''- ___ M EXIST. PAVEMENT GRADE - ELEV. 350.76 INV. 18" N 'D ca0 ' jcd "--'-------- W -__ '__-,- W ; OVER STORM DRAIN i ELEV. 346.90 IN.V 30" E -W " ' ELEV. 350.64 INV. 18" N i ELEV. 346.80 INV. 30" W M -- f {w -__ __------ J " -- _ u ..�.._ ----------------- --� E v ------ __..-.-.- _------------------------------ J, .-._._._-. - . � .� W '�� w -; W _` ___--- --- __ ELEV-734 30_iNV• W � � i 1 f U R + ' - ao � ._._.._._ _ :358 : ------ 358.. ----'--_____._.;.-__..__-_._._ - ' � _ ..._._______..--____-----'__-- ___._. _......_ _____. __.___.___________ _ ___..._...___-___._ __. _..______-_ ..__.__..-._ __-__..-_ .._--_-- Lki j N w `O� I w 1 • I i I i Wi 1 i t f � � i i e Q Hui F r • ' to U i 1 M ( I - Q ii -H t V s ) i { N� h I M+3" M OI i 1 1= • + v r 356 _. ...----_-.___ _i_..___.•-------___...____ _. c� � .-' _ _ -- - _ -- -_-- ----__._._. _ _.__-..cn ._ -------- ----- .- _ '� N _ _. N ___-_.-__..__----.__...._.._____.__ c� + _ ___ i _._. _ _...__- _----._-_--- ___—...___ _.._. _...___;..._. _.._--__._; 356 • • j �' j rxn Ia- I �' a i I i i 1 • > s W, W N I W ja6 4+� 1 t • I i (� 'd, ! ' I } 1 � I t i , 1 1 W N I � I i 354 354'•_.... '-----_____�___--- _ - ? .- -- ___.,.__..�_.__.___.__._ __.....-----___-'- .. _.—___..___._.---_._..____..___._.•,_...._.____ .___.__-__._.__._... _._..._-----.___.____-...-•-•---___.___..._.___._ .t..,..-._.__..._._...-'- --_.._____._....._.______.__ W , , , L!J co , • 1 I i 352'_. _----._.___:_ _----...___ _--`--_____._..__..__._ _. - _-- -- _ ' _ --------- __--__ i i _ _._.____. __ .__ _ .___.________-.-------____.._•----_._.___.__......__._.__.._._.___.____ __---_---!___ 2 CONSTRUCT PIPE SADDLE PER CITY STD. D-18.352 ;- - - USE POLYSTYRENE FOAM BETWEEN TOP OF ESL 30' S. 0 • f i ` EXIST. SEWER k BOTTOM OF 30" STORM DRAIN. i 1 • , T REMAIN , • t f i i------------------- _ , I _ I _ ------- , • 50 350>. .. __..___-__ _.____..-__. �____._.._.._.._...._._..__._._..______....._. ._.-_.._.._.____-----x ...___..__.__.____.__._w_-.._.___..___.___.___.____..--_--________ ._.__._....__... _ .____._.__._____...._ ____________________ _ _ _� _ PI PE CROWN �.. ____--_-____ - : - r_-+-�"�-- i � ( , i i � 4 , 1 1 , t • f { S .--------_____'_ i ---_---------._._____--_- 11 -1• ' --_-------_..___ � .._._..____._.._._. __. ._._. __.. _,�. -'-.. --_.____.__..._.__... __ ______' _..__.__ _......_______.__. ___..__.__.. -_._ .�.x. -'___-__.._._-._._____..-..—___________..__:•,.____•. _______.____-_._-...__.._.__._-_....___ _. -_._._..._—____..._ -- - _..-.. --- ------------------------•---------------------------=----------- -------- 348 ---------------------*--------------- ---------------------------- ----------------- ------------j _________ -- -_ 3� 3 , rr a�_-_^ _________________.rr rr a�.r-rr.r�� ray ++rrrrt.�.i i PIPE INVERT _________-__ -______ S=-0.05% 'S- • 05/O - r �:.,-- • r - • .�-..rw..._ - r r�� r r - - -��.. r r �..�.�. r r r �— r - ..r.r,�� r • LJ ' 346 ____ __: _-__ _ - ___ __.- ___ - ____... _ # _ _ _ _ ---------- -- __ _ _v__- _ _- ---_. -_ -_____ -- _-___-- --�. _ ? _ _ _ _- _ _-- -- 46 -_._._-.-_.___-__-. _ i 11 12 _- � 131- ` l j EXIST. 8" SEWER I i ' { STA. 14+94.14, ELEV. 345.541 ' j EXIST. 12" SEWERdL®S AVENUE EXIST. 6" SEWERVERIFY DEPTH 332'._.. _-----i ' STA. 13+481 _ __._._ _ _. _ ^ _ _._ _ _.._ _ _..-- - '- _ - ...._ . _..............__ _ ' ___. _ _ _ _ .____._.___ 344 STA._10+05.64, ELEV,. 331.89 _. 332 344 i__.___..__. _ ___...____._ _.___._.__.. ___.�_-__-_--.__.. _..�_______.__..__ _ I 14 INSTALL 52.96 U= OF 15 10 - - - - INSTALL 323.86 U= OF 30 RCP-RGJ STORM DRAIN INSTALL 149.42 LF OF 30 RCP-RGJ STORM DRAIN 30 RCP-RGJ STORM DRAIN _ e o N U X ami U o� �_ 6 6 0) co U ao a O O U Q Q) u. _c: C CU m W o 5 cn U -M C5co U T Oco 2 co W cri c 0 oa a z° 6.3-481 mm�Q U _ � u- o g r om T v o a O O U Q m m o ii o U W 0 L1 Q z 0 Q W __.. O U) W 5 J f�,+ 1...1.E W/'� a: Ww w a- co Q � 1 m cl) W LL- = J_ 0 LL oo 0 U Y (_ 0- °-z 0 Q IL J Z Q U D SHEET NO. Q/9 0 OF W 8 6.3-481 1 • .� •;. Me MAP E• :z. G G _ �lr- _ TV �`� - TV --------------- -- ------ 7/r------ ------7//- _ �,------�f, _ _ __-_7/,----__,.--_ 1� I ,: _ .ter^ .. 5` S +KY ` , E G -" TV — — — — — — — ..... — — —. � — . te "�•«.s — — —r —. ' = � Eti �`' --- ` �—' ; r`t 7)41 X •:r€_ -I .,•tel -: �T•`¢ .`y -_ _, _ Tom_=`'__--�% ''7'3"^"►.. . 1 1 S S s------ . LN - 14 D' D D -- D Srmn b 0. It ' - � ---- - } z:: •'AY its ` n; :, 5." ...,. �. ='� : •'� ) •.. pr tib, •.._ _ _ ••►w +R w tx ;}.ww y T. _..... w :: 77. ,5 . . a i EXISTING -...... TV VERIFY I.; y� LOCATION ON �. .d.. w 1 S R:•�4 ' _ .w • 1, .a 5 s- � 2 EXISTING GA - S, VERIFY LOCATION - I I I 3 EXISTING ELECTRICAL CONDUIT BANK, VERIFY LOCATION JAlln, EXISTING TELEPHONE CONDUIT BVERIFY LOCATION - - �� 5 EXISTING WATER SERVICE, VERIFY LOCATION, AE =MRISURYPJALL'Ahlm MAINTAIN OPERATION OF SERVICE I zig: o O EXISTING FIBER OPTIC VERIFY LOCATION O SLURRY FILL EXIST. 18„ NOTE: NUMBER AND LOCATION OF WATER SERVICES of 6 ' INTERSECTION KILTERBURY 3 STORM DRAIN AND CONCRETE ARE APPROXIMATE BASED ON RECORD t I I I JO w EXISTING 1RAFFIC SIGNAL INTERCONNECT LN. & LABOROUGH DR. REMOVE EXIST. S.D. MH 00 \ ` O7 RAW PLUG AT CATCH BASIN INFORMATION. CONTRACTOR TO VERIFY THE I I I co \ CONDUIT, VERIFY LOCATION STA. 12+24.00 STA. 12+24.00 w - cn \ \ E _ BW E NUMBER OF CROSSING LOCATIONS IN THE FIELD I I m > ry 1 \ \ - - - - - - - - G - - c - - E G _ G G E G E G E E ____ _ ___ BASED ON THEIR UTILITY MARKINGS. \ T TV— TV - TV -- - - - - hAR - - -- -_ E _. - .- - - - - - - - - - - - -oo FLO NE - - -=r - TV —T- B M B —r TV - - r �_ - - - —r T� - - - - - ; HT1 - —_- _ E \ T— E - --s _ G' I i l I I -� -------0- --- -0------ ----------._.------_._-- --- E�� I I III „ =}{ %f'!t,) �iT tD �h r/ r CY - tp ' — — — ..._.. —T�"- _`""`.."'• --"•- G STUB & PLUG EXIST. 24 S.D. N GUTTER LIP O Q'Q 0 � �- _ — 7: - __ _ o +� I ! «i +I �I+� B.C. `%' Q �iCU - --- - -_Z m m I +I +i -!i _ E --- _ _ I I I &BEGIN REMOVAL OF 24" S.D. a '' KILTERBURY LN. g °° N ��N N "' "' '� STA. 13+64.62 _ c"II + o N _N N RVQ DATA I I I I STA. 10+' 0.34, 5.52RT. r ¢ N _(` CONSTRUCTION N '`' + + ; + D = 8'46'15„ I I I I E EXIST. 8 SEWER H 3 3 `n 'C. � W t i te a= 'd d d Q P - , CA REMOVE EXIST. s tt s s ;, s �' t - - .. y 0D s, N N 3 3 R = 500 E.C. E - - - I -- - - - - NO 4100E 224.00 _ - — - = `� - - - m -k= _ - s ---__ _ __ . t3 - -�-�^ - 14 L = 76.54!STA. 14+41.16 24 STORM DRAIN _ D - - D- - - D - - - - 06 -D ; - �----D , - vii w c' -n I NO'41'00„E 140.62' ���� : _i�- s Exisr. sp —�1 38.34! - 1I I I = __ __ __,�,,_,_ N0410 E r sEWER s �-►—�o--►- (� 53.1 r '� -�� �� ++ � Y_ _ I i ��� , inn � � I ExlsT. s WATERLINE, I 1 -�--�--c -►- „,-u I---r-c•-,-,------_-c=--�---__ N2'23'0�I9.35' - 9_771SE ,�V ”' o o "' ^+t I I CONSTRUCT MH 6 - ••-------0 �_ _ 11 VERIFY LOCAlI�I �v INTERCEPT EXISTING 24 """-'---� _ 152.77 f • o 4 S.D. & CONSTRUCT MH 5 _ mm z I sTA to+3tt - - - _ - GUTTER LIP_ - - -�' - - �,- - - - 29.49 8.50RT. STA. 12+65.65, 8.50RT. 8-�D��'�"�• N9' T� „ ~_ 1¢►- zto '�--- _8 STA. 12+ i _ ___ ___ _ 5 o ,_ J ---- �IAWUNE - _,_. - .,.------------------- :'��, i I Z 3 - --- - - - --�/ --- -- -: _ ._^-' _ CONSUCTMH�"80.43�,� i l Z o _ _ _ w = z „ -- -- - - _ _ �/� STA. m rnl � i o� �� s -- __�_ _-- -- w -- ----- w w -- --- w ---\ LNo o �� _ __ S89'I900E 13.92'----------- ------ --- _ 14+36.38, �8._48RT. 8�z uj Z N xo = / / ���- - ---^ ------•-��` \ \w _ `v N W -- --- -- -- ----- - - W -- __ W - - - s _ /L_a = W N z N I I I m Mom o a^o' / / gW.���J.// . \ G9I �' - Y I �' IN TA " -_ -:=�--w �- - V o M re X -m Z x S LL 18 _ _ - _ o O g N� R W� \\ � w� // i ft _ �G wC.) �I f I� ac moo. , W = o ! �, o o INSTALL 36 - _ c0 00 N IW Q ! a I (� 11 W I W o N ' / , STORM DRAIN STORM DRAIN - - _ ~_` _� W N � z Z II I I I� �-I I `-" I I I I I ¢ I �m CORE DRILL IN TO EXIST. CATCH BASIN - �=/U w a ,n o z -' `a: ¢ "' STA. 12+65.65, 22.42RT. ' `'-`L"- = = - � �' v i a co I r k- o m + �r to m + In 10 0 20 40 SCALES 1 I �1 I � i, " N M to p _ + M �' N HORIZONTAL: 1„=20' Uj w co 20 5 VERTICAL- 1"=2PLAN ' N¢ z a iU- Q w 360 _ __ CONSTRUCT MH 5 CONSTRUCT MH 6 MuRy IANECONSTRUCT MH 7 hco x o '� '� o ¢ F- , \,VSTA. 14+36.38, ELEV. 343.99 "J M M w w w w I� _; ._ 344.19 INV. M__ h F -- -- _-�,-- _. _ ___ !� __ ..,,,-_- _�•.�- 360 360 ca cn F CONSTRUCT MH 4 I I I ( I 'S „ ; co ; -`- ` r- - �0 --t — --1� - �___ I ! i EXIST. PAVEMENT GRADE M E EV.1351.59 INV. 30„ E. S �0� �� ELEV:344.15 INV. 36» N- _� I -_-- W _-__- W -- I________________________Z__-- --------------- *' 6 STA 10+1250 { i ; 353.60 INV. 18 E_S ; - -- __.; ---- -OVER STORM ORAIN'- __-- _ ----_-____ ---- - ; 1 -- - _ �-- - -- -I --- _ ELEV. _ I 1 r m i ECFV. 346.80 INV. 30 W. '� -_-_�=_____- .---�� ___ _�-F--� -- __ _._____ _ __- -- ,_-- I-------------------�- ECFV. 346.30 INV. 36„ N. ----- --------"'-----•4I-------------- ------------ ----------- ii - I i i 0); -E 1 i I j LO 358 ' I I i t co; � (jf � � co lt� -i 3 M = d 0 -M I 3 i� rni ._3 — ,_l ................._.._,_._, } —_.-_.---•l•-. -..—__-..._ _.-.__-...-.__, t ....._ I _.!.—_ _ C9 + p,_ I X F Of i i �. + t9 M I 1 • -H I 3 rn 3 I i 1 1 1• tna �°� z� ii v>� Na i 1- + 1 • I t ~ ~ ' I 356 WH zf N�1 • I I `� Wy t (~ T N I W V) { W y 354, i t - --- -- �-- ' I � � i I t t � I E 1 EXIST .2'r STORM DRAIN TOREMOVED, I t E REMOVED �_ _ I ► 1 t + I - _ i t, I -� -- -;- I t t �' _ iv z `` r ? --I-•- � j EXIST. 6 SEWER- -----•----- _ i 1 -.- 1 1 I _ _ -4 - ( { I 1 i I -• , / ri V N W ci 1 11 i oo °° 350 t - t _ i I-`_'�"4_� 1 —. N m x ..—'"_'__.. .`—` _----•� `--*-- � R_.-_ ' ► ii p _ - - j ! I - •- I I 1 XI •- - I I -,......,,_, ,�c� EXIST. 8r SENIER - CL N-_1 I i 348 __ _ _._ 1 ' _ I �_— f•+ _ — — 1 1 m I 0 L - - ` -•--,..,___- ! } i ( PIPE CROWN s 346 uj I C3 - ' .................. 0.11 % i PIPE INVERT 0.344 09% ACTUAL �-"-'�'-- --INSTALL--36.16 iF-OF- 36 - 1 INSTALL 216.99 LF OF 36 RCP-RGJ STORM DRAINI I ! RCP-RGJ STORM DRAIN ! I INSTALL 169.35 LF (ACTUAL LENGTH) OF 36„ RCP - 342 I_ 1 { , 13 PROFME =TEEMURY LANTE STORM DRAIN 14 M �, r 358 356 1 354 1352 350 ' 348 1 1 • - -.- - 1346 S=-0.09% ACTUAL SLOPE _ 344 t INSTALL---INSTALL63.54- -LF-(ACTUAL LENGTH)' OF 36» RCP-RGJ STORM DRAIN 15 i 356 I 3541 _ Im cr 352 I • • 360 M - _ t W , t • U I ,_._,a. __ ��. 1356 J-1 354 S=1.007-' -_` 352 f _ INSTALL 13.92 LF OF 18' RCP-RGJ STORM DRAIN 346 344 342._ -- 0 �25RT. PROFILE A 3 1350 0 Q U W U Z Q 0 W T 9 r 0 v e m u Q;: o M -. o m Z CL .o aol �0 U wz 0 Z Cc Q Qco W p L3� W w cr J v CL < 2 m U) LL W O —J O u' Cn O U y cc Q �z � Q J Q U SHEET NO. 0 OF 8 6.3-481 � I I t 1 'I 1 I I � � 1 � 1 i j I I R 1 t I k i 4 O CO W z • I 1 I � { M �, r 358 356 1 354 1352 350 ' 348 1 1 • - -.- - 1346 S=-0.09% ACTUAL SLOPE _ 344 t INSTALL---INSTALL63.54- -LF-(ACTUAL LENGTH)' OF 36» RCP-RGJ STORM DRAIN 15 i 356 I 3541 _ Im cr 352 I • • 360 M - _ t W , t • U I ,_._,a. __ ��. 1356 J-1 354 S=1.007-' -_` 352 f _ INSTALL 13.92 LF OF 18' RCP-RGJ STORM DRAIN 346 344 342._ -- 0 �25RT. PROFILE A 3 1350 0 Q U W U Z Q 0 W T 9 r 0 v e m u Q;: o M -. o m Z CL .o aol �0 U wz 0 Z Cc Q Qco W p L3� W w cr J v CL < 2 m U) LL W O —J O u' Cn O U y cc Q �z � Q J Q U SHEET NO. 0 OF 8 6.3-481 10 EXISTING TV, VERIFY LOCATION 0 20 40 EXISTING ELECTRICAL CONDUIT BANK, VERIFY LOCATION 04EXISTING TELEPHONE CONDUIT BANK, VERIFY LOCATION O 20 OEXISTING MAINTAIN OPERATION OF SERVICE 6 EXISTING FIBER OPTIC, VERIFY LOCATION O 5 O Q �P�.'49�z'e'^."�.. .,?7�.. "' 1 � • ^,.,�ay�.yc .;..^.esc. ,..;._ .:y.��. �y �"sxY .� ci�\+ mx. �r .s. • _� � �,�: / \ \ �/ \ \ - -. � ..� . \moo Vaw AERHAL BORIE INTERSECTION KILTERBURYJ e G / s cs ;pa cp VI) Ln 'Pt 15 L _ SCALES HORIZONTAL: 1'°=20' PLAJI VERTICAL: 1"=V CONSTRUCT MH 8 ..,.. .,.-..,.. ...,.,� .rte 358 N 4t N i 354- 35 0r �O a `o— �3-5) w �W J w F- 350 34� INSTALL 16.89 LF OF 36' RCP-RGJ STORM DRAIN 34A 15 15+84.91, 37.16LT. ,48,32E 200 3' IN I 14 \ 01 EXISTING TV, VERIFY LOCATION 0 EXISTING GAS, VERIFY LOCATION 0 EXISTING ELECTRICAL CONDUIT BANK, VERIFY LOCATION 04EXISTING TELEPHONE CONDUIT BANK, VERIFY LOCATION O WATER SERVICE, VERIFY LOCATION, OEXISTING MAINTAIN OPERATION OF SERVICE 6 EXISTING FIBER OPTIC, VERIFY LOCATION O EXISTING TRAFFIC SIGNAL INTERCONNECT O Q CONDUIT, VERIFY LOCATION CONSTRUCT RETENTION BASIN SEE PLAN A K&I:1 356 354 352 350 348 346 344 !8 42 6.3-481 RECORD DRAWING CERTIFICATION 0 co W 0 0 v t U_ L6C 8(o rnrn _ m d) U c c Y m w o .> UM C/) co c) � aVr + 00 T 0(o m vi c 00 �(L 0 z (� CD LL 8 m r p j C) O v m 00 m 0 a 0` Q zii 0 SHEET NO. (�z OF 8 U w w oc O C z O Q , z J I Wo U) w F - 2 w Y a Q M cj) I W 0 J_ O U- a) O U cc: Q IZ coz 1 D Q <C U SHEET NO. (�z OF 8 —o OH – FYMT Al nru WAI i F% 3 L.nw 3. D1.4V1% ITALY © r� 1 1 / •1 ✓1 EXIST. BLOCK WALL LEGEND — — — — MAX. WATER SURFACE EXIST. MAJOR CONTOUR EXIST. MINOR CONTOUR EXIST. GROUND ELEVATION -2% SLOPE IN PERCENT (2:1) SLOPE (H: V) 361--_ 75 TOP FINISHED GRADE ELEVATION 0 CONSTRUCT NEW 6' CHAIN LINK FENCE, SLATS NOT REQUIRED r- FINISHED TOP FINISHED TOE PROPERTY LINE AND EXIST. FENCE TO REMAIN UUMIKUW 0 UHAIN LINK ttN(:t IN CURB PER C.O.B. STD. D-12, SLATS NOT REQUIRED FYIRT- nRADF SECTION - RETENTION BASIN SCALE: 1"=20' Characteristics 4.00 6.00 Volume, AF PLAN — RETENTION BASIN SCALE: 1"=20' w Z w 0 I 1' CL I EXIST. FENCE -� K TO REMAIN 12' OR 24' PER PLAN CONSTRUCT 6' CHAIN LINK FENCE IN CURB PER C.O.B. STD. D-12, SLATS NOT REQUIRED SECTION — RETENTION BASIN FENCE SCALE: 1"=10' 4 CONSTRUCT 6' CHAIN LINK FENCE IN CURB PER C.O.B. STD. D-12, SLATS NOT REQUIRED CONTINUE CHAIN LINK FENCE TO EXIST. BLOCK WALL ALONG PERSIMMON DR. - _ — 3&2-------- 's� Z x X ^- � tea`", '�' •c04 �s EXIST. PG&E iso TOWER �s ----�6 X� OH —��OF% / —OI cli N "1 00 o z ss ; -0, \ EXIST. PG&E 46 — TOWER. \ / -OH X -- - -- — ----r OH —7 —90H - —OH —— I -------i x �s ti _x--�---- -x- -- CONTINUE CHAIN LINK FENCE TO EXIST. ---- BLOCK WALL ALONG PERSIMMON DR. tis` f'.1 i„• Z P, 14�:.p �r:. •l. . qkp} * .. ia af o� � •`� � � "� ' ... pj Vp -4-4 4 •1 �, : PI � T, Z �,� �• «iR'r �' ..Y7 7i ` „ e� >{ � M �,.-� •.•gym • THIS AREA MAYS USEDASSTORAGE�"`IARD 6Y .. Y; TkIE-ICONTRACTO�2..THE 'C(NTRAC'TOR ISCAUfTIQNED _ { s' -N, # REGNARD TO CLEARANCES®° OVER EADEINES. ` t ^ r :. s o 14 - i I SITE ACCESS - 1 K -1 +-Fl J -R. !L y 4. Ifi ., s t 4�.�.i6..."^� +X i ° .i.t� . 1 ii . v „• -' . -q NOTE: ACCESS TO RETENTION BASIN SITE IS FROM PERSIMMON DRIVE. THERE SITE PLAN D IS NO ACCESS FROM WHITE LANE. scALE:1"=100' k r) 6.3-481 RECORD DRAWING CERTIFICATION UCo T O O M U 00 •� <o a� u - co • ♦� m W o .� Co U �M CnCD CP E)- CO ,� C T o CC ` L co 00 T T Q- �N � P COLLO in U) mom °mQR 31 a Q ii m 354 353 352 351 350 o 349 c 348 347 346 345 344 343°-- 0.00 Characteristics 4.00 6.00 Volume, AF PLAN — RETENTION BASIN SCALE: 1"=20' w Z w 0 I 1' CL I EXIST. FENCE -� K TO REMAIN 12' OR 24' PER PLAN CONSTRUCT 6' CHAIN LINK FENCE IN CURB PER C.O.B. STD. D-12, SLATS NOT REQUIRED SECTION — RETENTION BASIN FENCE SCALE: 1"=10' 4 CONSTRUCT 6' CHAIN LINK FENCE IN CURB PER C.O.B. STD. D-12, SLATS NOT REQUIRED CONTINUE CHAIN LINK FENCE TO EXIST. BLOCK WALL ALONG PERSIMMON DR. - _ — 3&2-------- 's� Z x X ^- � tea`", '�' •c04 �s EXIST. PG&E iso TOWER �s ----�6 X� OH —��OF% / —OI cli N "1 00 o z ss ; -0, \ EXIST. PG&E 46 — TOWER. \ / -OH X -- - -- — ----r OH —7 —90H - —OH —— I -------i x �s ti _x--�---- -x- -- CONTINUE CHAIN LINK FENCE TO EXIST. ---- BLOCK WALL ALONG PERSIMMON DR. tis` f'.1 i„• Z P, 14�:.p �r:. •l. . qkp} * .. ia af o� � •`� � � "� ' ... pj Vp -4-4 4 •1 �, : PI � T, Z �,� �• «iR'r �' ..Y7 7i ` „ e� >{ � M �,.-� •.•gym • THIS AREA MAYS USEDASSTORAGE�"`IARD 6Y .. Y; TkIE-ICONTRACTO�2..THE 'C(NTRAC'TOR ISCAUfTIQNED _ { s' -N, # REGNARD TO CLEARANCES®° OVER EADEINES. ` t ^ r :. s o 14 - i I SITE ACCESS - 1 K -1 +-Fl J -R. !L y 4. Ifi ., s t 4�.�.i6..."^� +X i ° .i.t� . 1 ii . v „• -' . -q NOTE: ACCESS TO RETENTION BASIN SITE IS FROM PERSIMMON DRIVE. THERE SITE PLAN D IS NO ACCESS FROM WHITE LANE. scALE:1"=100' k r) 6.3-481 RECORD DRAWING CERTIFICATION UCo T O O M U 00 •� <o a� u - co • ♦� m W o .� Co U �M CnCD CP E)- CO ,� C T o CC ` L co 00 T T Q- �N � P COLLO in U) mom °mQR 31 a Q ii m SHEET NO. 0 OF 8- U 1^^ CL O oQ z w 0 V) LL W Q c IJJ Yaz Q O F— o� z W �- o F- W U Cc Q U SHEET NO. 0 OF 8- a I I � 4. ROUND INTERIOR WALL .1 • ( o --------------------- 30" ----------------- 30" STORM DRAIN ( , FLOW— MANHOLE & STORM DRAIN I :; u a -------------------- STA. ________________STA. 9+80.94, 12.5LT. t= CUT & REMOVE SECTION OF ' T•'r. <rw �•. , • _ ` EXIST. 30 STORM DRAIN ♦ ! ! ! in �_ol a c o I ! X cnW l I Wp 'a 251 1 1-- o o, ► �'IN � r 1 00 1 M 0 7'-8" - EXTERIOR MAY BE SQUARE OR ROUND SECTION -- MANHOLE 1 A SCALE: 1/2"=l' 48"x24" TWO CONCENTRIC COVERS - MANHOLE, ALHAMBRA A-1516 PRECAST FLAT TOP MANHOLE REDUCER TOP OF WEIR WALL �� I WEIR INVERT ELEV. 352.0( #5 ® 12" E.W. i �— ELEV. 6' SQUARE COLLAR #5 ® 12" E.W. d- c EXIST. PAVEMENT GRADE 17 48"0 GRADE RINGS 1870 AS REQUIRED IJo- +' 72*Ox36" PRECAST MANHOLE RISER #5 0 12' E.W.--1--' 7'-8' SQUARE SECTION --- MANHOLE 1 B SCALE: 1/2"=l' 6 (SLIDE GATE NOT SHOWN) 10" MIN. #5 ® 12" E.W. s» 0 FLOW77777 -- o_ I i SECTION -BOTTOM REBAR � SCALE. 1/2"-1' 48"x24" TWO CONCENTRIC COVERS MANHOLE, ALHAMBRA A-1516 72"0 48"0 36" CLEAR l i ® 12" E.W. #5 "L' BAR, 22 REQ'D pw �I �jELEV. 347 ui ELEV. 347.05 2 PRECAST FLAT TOP MANHOLE REDUCER S.S. FABRICATED 30" x 36 "CLEAR =Mr WEIR GATE WITH NON -RISING STEM AND NUT OPERATOR. INSTALL PER ! •�::. MANUFACTURER'S SPECIFICATIONS 0 .................... .................... 0 I #5 0 12" E.W. I O ------ I ------ 0 0 0 15'O DRAINAGE GATE, WATERMAN F-10 OR APPROVED EQUAL INSTALL i PER MANUFACTURER'S I ' 1 SPECIFICATIONS 1 ' N h / A 12' #5 ® 12' E.W.'��%����i�\�.,��i\%� SECTION - MANHOLE 1 C SCALE: 1/2"=l' 6 MANHOLE STA. 15+06.83, 12.85LT. E. _ STA. 10+12.85, 8.15RT. N. DRAINAGE GATE, WATERMAN OR APPROVED EQUAL INSTALL ---"-""--``---`-" MANUFACTURER'S SPECIFICATIONS 30" STORM DRAIN _ N FLOW SECTION - DRAINAGE GATE SCALE: —EXIST. PAVEMENT GRADE 48*0 GRADE RINGS AS REQUIRED 72"Ox36" PRECAST MANHOLE RISER TOP OF WEIR WALL TOP OF GATE MAX. OPERATING LEVEL ELEV.354.00 0 I •A" 0 �Ist rn 1 00 #5 ® 12" E.W. i 4- 347.05 C rn 48"x24" TWO CONCENTRIC COVERS MANHOLE, ALHAMBRA A-1516 PRECAST FLAT TOP MANHOLE REDUCER I #5 0 12" E.W. #5 ® 12" E.W. ,. n ! N w f I Ifo I � � wI t 1.2 I t j MI 0 I I 1 CONSTRUCT 60" MANHOLE o co 1 �,( PER C.O.B. STD. SW -4 = chi rn M 0) U co co LL ccz :? I 4�� s_: -0) m 4 '° LLI MH � • d`t I Cfl ____ � STORM DRAIN � 00 0 co STA. 15+07.18, 12.5OLL E. _ STA. 10+12.50, 8.50RT. N. vj c 0 0 PLAN = MANHOLE 4 F SCALE: 1/2-4 6 SECTION - MANHOLE 1 rD SCALE: 1 /2"=1' 6 EXIST. PAVEMENT GRADE 6.3-481 RECORD DRAWING CERTIFICATION o a �0 m Q bic e , `�� Ur m .20 QUii o - fl U r a O m D U 3 O CL z Q o Q � J p _W W W W 2 W co U) O O ~ _ o z U) Q U 'Ile cl- 2 CL co U SHEET NO. 0 OF 8 60"0x54" PRECAST °a ro MANHOLE MANHOLE RISER, 2 REQ'D. ?� \ I STA- t 1+00 9v � OCG -- - STORM DRAIN Q i N (E COVER 30" MANHOLE FRAME AND ��� STA. 10+02.01, 0.29LT. OPEN GRATING COVER, ` MANHOLE ALHAMBRA A-1252 � \ STA. 10+00.80, 0.59LT. STORM DRAIN STA. 10+00.00 i i 4 i Y�'f- ----- --r-- �,-1-t'---r --t----r- rB MH G EXIST. 48' �- 7 STORM DRAIN- � l -- \� \�� r \` __.-•i---------\—'-`e�� ia�-%s-.!�--__--_—— — __---__..--_-- _- 6' SQUARE COLLAR PLAN — OVERPOUR MANHOLE F SCALE: 1/2"=1' 7 ,+ ` 30" MANHOLE FRAME AND 6'-8" -EXTERIOR MAY BE SQUARE OR ROUND � � 3" T YP• OPEN GRATING COVER, SECTION — a. ALHAMBRA A-1252 FLANGE `�.OR. _ . • _ OVERPOUR MANHOLE H aa, EYE IO•T ° e .. SCALE: 1/2"=1' 1, a '• 4 / -- 5"xy' 304 S.S. ANCHOR BOLT, 6 i' 1 O` LS 0 0 000 0 0 0 0 REQ'D. CORE DRILL INTO PRECAST �d \ \ --' � � Q d ®®, e a ® Q e ` MANHOLE AND EXPOY FILL 2" TYP. Y' 304 S.S - 2' S.S RAIL WHEELS TO TIGHTENING NUT 1 7 FIT 1" RAIL, 4 REQ'D. 1' 304 S.S. GUIDE \ _ 1 /g"X 4* 304 S.S. BOLT WITH SECTION -- TRASH BASKET RAIL, 2 REQ'D. / 2 TIGHTENING NUTS, 4 REQ'D. / SCALE: 1-1/2"=1' \ — 24" 30" MANHOLE FRAME AND OPEN GRATING COVER, ALHAMBRA A-1252 6' SQUARE COLLAR Y' S.S. LIFTING CABLE ° & LOOPING CLAMP EXIST. GRADE `� I 30'0 GRADE RINGS 7 .. AS REQUIRED Q Qfo�OOOOOOOio PRECAST FLAT TOP '� ' d b' ' b MANHOLE REDUCER f 000 Oo0 !� 000000000 a -• t Poo 0 0 0 0 0 0 0 0 0 0 0 `f. dboo�'ocs\00 60'0x54' PRECAST60-01 ° ° " ° ° �° ° a p !. MANHOLE RISER, :� d ,%0 0 0 0 0 0� b 2 REQ'D. s I I " �� I 23 TRASH BASKET b> SCALE: 1'=1' H tj t .sem t • � t t t � t j t t t , O L--- t t , t 1 t 1 I 1 t t � r t t t t t , t t t t t t t , SECTION —TRASH BASKET i #5 0 12" E.E. -� \,�-#5 LOOPS ® 12' SECTION — OVERPOUR MANHOLE G SCALE: 1/2"=1' 7 (TRASH BASKET NOT SHOWN) SAWCUT INTI 48" RCP STORI INSTALL S.S. CABLE HOOK NEAR TOP OF MANHOLE Y; S.S. LIFTING CABLE AND LOOPING CLAMP 1" 304 S.S. GUIDE RAIL, 2 REQ'D. Vg" BASKET LITH 1"0 304 S.S. TRASH--,,"" "" KES AT 2" CENTERS 2" CLEAR R I c C f f Cd - N lot 8" ', 8'-7" 9" TS.S. SHOULDER EYE @_�_BOLT FOR 1/4- S.S CABLE, 2 REQ'D. -- 1" FLANGE 1 6" C900 PVC DRAIN TO SEWER 1" 4" SECTION — TRASH BASKET SCALE: 1"=1' JCI. I I VIV — OVERPOUR MANHOLE I SCALE: 1 /2"=1' 7 (TRASH BASKET NOT SHOWN) 4 PLAN — OUTLET A ' SCALE: 1/2"=I' 7 U n SUMP FINISHED GRADE 00 co 1 C.! `. Oo Lu ' `d- � I \\`�`� O � +•Met• `t 1 x � M irT => 7 END BORE & 36" - _ z N N w STORM DRAIN STA. 17+17.72, ELEV. 343.6; N 41" Coolant Jbht Caps famed by uneven hoe cut into existing sewar man sfial►— be plugged with paper befons cenenting Do not use oakta 23' Min 45* Ma 'Y' must not extood into sewer main 8" 8'-7" 10' 1. SECTION -- OU TLET B SCALE: 1/2"=1' 1 1 I t I 1 ELEVA T/ON NOTES. - 1. Far pow 6.0' (d 15n) to 1.0' (dim) in dometer, a kond cor troctar *10 hos the Proper ert owt and cons�berad an t ma Qotras a 4Avnowd' y into the dlys &w or ranow o motion and cansbuct a rp or tee: Fa pees 18' (a*n) a large, o mob* must be cansbwted *Irene c".qs era made: the city inspector most abs'e`nt the mtdobiarn of Won to Cares. 2. Wified day Am sadd'es sinal be exbe shvO doy ppe and stnatl cmkrm to Me mWkemnts of Me Nest coast Standa * of the day Ppe institute. I VGP sadder may have Ow tugs ar cohm 4 W bell sh& be bm ciadlar and c&vmbk #0 the bare of the po and st►al be scared on the instate of its entfne depth 5 4w#W h existing serer shat be mors ady large enough to a*W arl of sA*k Acting Lugs or canes not resting on ploe shod be blocked up and seated with epoxy 04 6. AA hstaktians shank be hspectel by the PIA* Mx*s 0gv4rtment of the city of BarkersAdd prig to baokAt 7. For PVC and A8S p#q fittings sinal be b*tkn meWd and shot be hstatkd h line on now pokes art -k fittings are not permitted an new urns or mew new maga lines` d PVC or ABS sadd'es rind' be mbba' ga *eted and shall be fastened by stodm steal bands. STANDARD SEWER PIPE CONNECTION C"OFM CALFOFNA an ororr rre NOW waweS 0M FLMMW: SW -MV SW -7 9" 11A INSTALL GALVANI BAR SCREEN C.O.B. STB. D �—FINISHED SUB -BASIN INVERT EL 343.50 CV \­ GROUTED ROCK–SLOPE PROTECTION ZZ --------------- - N d6 c d C-) p Z Cc Q z 0 U) EXIST. 48" p J -22" �' STORM DRAIN - — FLOW---- Cc F— W Y °- 2 Q FLOWS EITHER Q m •' DIRECTION C/) W LL* O -- .-------- ------- ___ _—____ O v Y E SAWCUT INTO EXIST. 48" RCP STORM DRAIN Q i N (E COVER 30" MANHOLE FRAME AND ��� STA. 10+02.01, 0.29LT. OPEN GRATING COVER, ` MANHOLE ALHAMBRA A-1252 � \ STA. 10+00.80, 0.59LT. STORM DRAIN STA. 10+00.00 i i 4 i Y�'f- ----- --r-- �,-1-t'---r --t----r- rB MH G EXIST. 48' �- 7 STORM DRAIN- � l -- \� \�� r \` __.-•i---------\—'-`e�� ia�-%s-.!�--__--_—— — __---__..--_-- _- 6' SQUARE COLLAR PLAN — OVERPOUR MANHOLE F SCALE: 1/2"=1' 7 ,+ ` 30" MANHOLE FRAME AND 6'-8" -EXTERIOR MAY BE SQUARE OR ROUND � � 3" T YP• OPEN GRATING COVER, SECTION — a. ALHAMBRA A-1252 FLANGE `�.OR. _ . • _ OVERPOUR MANHOLE H aa, EYE IO•T ° e .. SCALE: 1/2"=1' 1, a '• 4 / -- 5"xy' 304 S.S. ANCHOR BOLT, 6 i' 1 O` LS 0 0 000 0 0 0 0 REQ'D. CORE DRILL INTO PRECAST �d \ \ --' � � Q d ®®, e a ® Q e ` MANHOLE AND EXPOY FILL 2" TYP. Y' 304 S.S - 2' S.S RAIL WHEELS TO TIGHTENING NUT 1 7 FIT 1" RAIL, 4 REQ'D. 1' 304 S.S. GUIDE \ _ 1 /g"X 4* 304 S.S. BOLT WITH SECTION -- TRASH BASKET RAIL, 2 REQ'D. / 2 TIGHTENING NUTS, 4 REQ'D. / SCALE: 1-1/2"=1' \ — 24" 30" MANHOLE FRAME AND OPEN GRATING COVER, ALHAMBRA A-1252 6' SQUARE COLLAR Y' S.S. LIFTING CABLE ° & LOOPING CLAMP EXIST. GRADE `� I 30'0 GRADE RINGS 7 .. AS REQUIRED Q Qfo�OOOOOOOio PRECAST FLAT TOP '� ' d b' ' b MANHOLE REDUCER f 000 Oo0 !� 000000000 a -• t Poo 0 0 0 0 0 0 0 0 0 0 0 `f. dboo�'ocs\00 60'0x54' PRECAST60-01 ° ° " ° ° �° ° a p !. MANHOLE RISER, :� d ,%0 0 0 0 0 0� b 2 REQ'D. s I I " �� I 23 TRASH BASKET b> SCALE: 1'=1' H tj t .sem t • � t t t � t j t t t , O L--- t t , t 1 t 1 I 1 t t � r t t t t t , t t t t t t t , SECTION —TRASH BASKET i #5 0 12" E.E. -� \,�-#5 LOOPS ® 12' SECTION — OVERPOUR MANHOLE G SCALE: 1/2"=1' 7 (TRASH BASKET NOT SHOWN) SAWCUT INTI 48" RCP STORI INSTALL S.S. CABLE HOOK NEAR TOP OF MANHOLE Y; S.S. LIFTING CABLE AND LOOPING CLAMP 1" 304 S.S. GUIDE RAIL, 2 REQ'D. Vg" BASKET LITH 1"0 304 S.S. TRASH--,,"" "" KES AT 2" CENTERS 2" CLEAR R I c C f f Cd - N lot 8" ', 8'-7" 9" TS.S. SHOULDER EYE @_�_BOLT FOR 1/4- S.S CABLE, 2 REQ'D. -- 1" FLANGE 1 6" C900 PVC DRAIN TO SEWER 1" 4" SECTION — TRASH BASKET SCALE: 1"=1' JCI. I I VIV — OVERPOUR MANHOLE I SCALE: 1 /2"=1' 7 (TRASH BASKET NOT SHOWN) 4 PLAN — OUTLET A ' SCALE: 1/2"=I' 7 U n SUMP FINISHED GRADE 00 co 1 C.! `. Oo Lu ' `d- � I \\`�`� O � +•Met• `t 1 x � M irT => 7 END BORE & 36" - _ z N N w STORM DRAIN STA. 17+17.72, ELEV. 343.6; N 41" Coolant Jbht Caps famed by uneven hoe cut into existing sewar man sfial►— be plugged with paper befons cenenting Do not use oakta 23' Min 45* Ma 'Y' must not extood into sewer main 8" 8'-7" 10' 1. SECTION -- OU TLET B SCALE: 1/2"=1' 1 1 I t I 1 ELEVA T/ON NOTES. - 1. Far pow 6.0' (d 15n) to 1.0' (dim) in dometer, a kond cor troctar *10 hos the Proper ert owt and cons�berad an t ma Qotras a 4Avnowd' y into the dlys &w or ranow o motion and cansbuct a rp or tee: Fa pees 18' (a*n) a large, o mob* must be cansbwted *Irene c".qs era made: the city inspector most abs'e`nt the mtdobiarn of Won to Cares. 2. Wified day Am sadd'es sinal be exbe shvO doy ppe and stnatl cmkrm to Me mWkemnts of Me Nest coast Standa * of the day Ppe institute. I VGP sadder may have Ow tugs ar cohm 4 W bell sh& be bm ciadlar and c&vmbk #0 the bare of the po and st►al be scared on the instate of its entfne depth 5 4w#W h existing serer shat be mors ady large enough to a*W arl of sA*k Acting Lugs or canes not resting on ploe shod be blocked up and seated with epoxy 04 6. AA hstaktians shank be hspectel by the PIA* Mx*s 0gv4rtment of the city of BarkersAdd prig to baokAt 7. For PVC and A8S p#q fittings sinal be b*tkn meWd and shot be hstatkd h line on now pokes art -k fittings are not permitted an new urns or mew new maga lines` d PVC or ABS sadd'es rind' be mbba' ga *eted and shall be fastened by stodm steal bands. STANDARD SEWER PIPE CONNECTION C"OFM CALFOFNA an ororr rre NOW waweS 0M FLMMW: SW -MV SW -7 9" 11A INSTALL GALVANI BAR SCREEN C.O.B. STB. D �—FINISHED SUB -BASIN INVERT EL 343.50 CV \­ GROUTED ROCK–SLOPE PROTECTION 6' 8" 4'-8" 8" SECTION -- OUTLET C SCALE: 1/2"=1' 7 j ;UTA, INTO'.; EXIST. 48, •RCR, S Q: - \� ..t. INSTALL fi ►ND CONSTRUCT NEW MANHOLE r PLUG .VALVE M ,CONSTRUCT SEWER WYE sw�: Cn �sTA. �0+06.00 ;TA ,1`0+00:00. �, �\ STA. 10+41t X 0 U o C: w 0) a < W W ` Y LL cz m W d - CD = ai U : m �OC) CO U 00 T Q C 0 T a_ 02861.41 N j4 �1 N9 24'3inW141.32' 33296:98' - 4 z ���:� Cl- 1 ; tx k�� 'EXIST. TE RACE EXIS-1 .` 4 o S{DEWALK' 1EWALKAND.`CURBAND z ' _ m ; o 1AS• REQUIRED "A ° -`,:.' 1 ! ¢ m "' a Q o ao 0 aitsa.� .v�sr d .v m 00 PLAN — CAMPUS PARK SOUTH SUMP OVERPOUR D SCALE: 1"=20' 10 0 20 40 W 20 5 z CD LO 9.1 no L0 M Lo ^n EXIST. GRADE OVER DRAIN (v u) LL! -u —� _ J 358 _ +-- .7^_ A _ 356, 3543521 350 y INSTALL -37'f " LF-`�"— - DF` 6"�C900 PVC 1 348 _ _ — — _ _,_ , _. _. ___ __.__.•_..___ _..-._ _...._.._ _. —y 346 ' 344 _i _ 342 340 338 `z A CR 3361 334x_ r 332, �J - z W 330 L 10 +50 PROFILE — CAMPUS. PARK SOUTH SUMP OVERPOUR SCALES HORIZONTAL: 1"=20' VERTICAL- 1'=2' % ZZ U N d6 c d C-) p Z Cc Q 6' 8" 4'-8" 8" SECTION -- OUTLET C SCALE: 1/2"=1' 7 j ;UTA, INTO'.; EXIST. 48, •RCR, S Q: - \� ..t. INSTALL fi ►ND CONSTRUCT NEW MANHOLE r PLUG .VALVE M ,CONSTRUCT SEWER WYE sw�: Cn �sTA. �0+06.00 ;TA ,1`0+00:00. �, �\ STA. 10+41t X 0 U o C: w 0) a < W W ` Y LL cz m W d - CD = ai U : m �OC) CO U 00 T Q C 0 T a_ 02861.41 N j4 �1 N9 24'3inW141.32' 33296:98' - 4 z ���:� Cl- 1 ; tx k�� 'EXIST. TE RACE EXIS-1 .` 4 o S{DEWALK' 1EWALKAND.`CURBAND z ' _ m ; o 1AS• REQUIRED "A ° -`,:.' 1 ! ¢ m "' a Q o ao 0 aitsa.� .v�sr d .v m 00 PLAN — CAMPUS PARK SOUTH SUMP OVERPOUR D SCALE: 1"=20' 10 0 20 40 W 20 5 z CD LO 9.1 no L0 M Lo ^n EXIST. GRADE OVER DRAIN (v u) LL! -u —� _ J 358 _ +-- .7^_ A _ 356, 3543521 350 y INSTALL -37'f " LF-`�"— - DF` 6"�C900 PVC 1 348 _ _ — — _ _,_ , _. _. ___ __.__.•_..___ _..-._ _...._.._ _. —y 346 ' 344 _i _ 342 340 338 `z A CR 3361 334x_ r 332, �J - z W 330 L 10 +50 PROFILE — CAMPUS. PARK SOUTH SUMP OVERPOUR SCALES HORIZONTAL: 1"=20' VERTICAL- 1'=2' % U 0 Cc 11 z 0 U) W p J LLW W Cc F— W Y °- 2 Q Q m C/) W LL* O -r J 0 O v Y E Q °- 7 CL 2 Q U SHEET NO. T 6.3-481 OF RECORD DRAWING CERTIFICATION 8 14 � *MT SW4 Sae stardord . fff * me ad caw ddais j- Ar apper t Of AOctarnor ad aatpohy 4 d am she be rnmaled ofd Aa kdew edge Ad be plas&W sraaabh sit I - eent mita: f • FVJN♦ W- SW-411EV STANDARD ;�, MANHOLE SECTION u.ueewer V.S"W CortotTrrg EMWV saw---N a0d 6i'ornd rrenah +rtdah - LO' rd 2.3oh Q.iin TAX T)A sbmw belch bow Per ply sdadrd ST -13 2 sack Soneh arnow @softy ALTERNATE BEDDING DETAIL Fa Repkring ftkaa Serer Liar 60, TOP VIEW Atte: Pee stab not to be t 4 � Comm Hotta wIe►dsd k wo ar (a 15n) iaa #I 0 • Pored anti pm ft b b plaaa •` - 4 awl AWvj* Om a Ara 3d (as") : (oan) � -IL �t=i1=11=(ILII.Of tf7at 6m* SWAM d fee Orrell 4wdtxaa km "WO Staah�d ' •.t--t.ri-*i PATCH -r. ei� ala C -rte S�*AWCOt br4 State of COW* &ai M ad MAN= tarot. fLt1E ,, r Trorehatafc W A"q t of �. -•� COCA* b gproled avorrewt ocF/iao BaatfAl ho pyre sate cora dd Y d 10' (also) aC 2 star *w sed not aafaeed 2L SECTION wb A i me CRY avhw- *w Karl of pgoe aage shat be 1.0' (a3v) orate fro dpi bd or ae avieiae ewneliar �*•�a�,ta�a�/ _ h 4f f v MOM, n` 8t0 1 „ , N manIf d w air "den" 2 f Akrtal; NOTES Q.375' (Ionto) CahanAad ad Av*,qlkW"n / I CS 2d OMo �&Z Ary ParAed 4. Cola wle whet axebie as ed"or rubes P*F cs am .• WNW appro�d b dtrnred ban Ore CRY E pw.. NOTE: TIE-IN MANHOLE�'�'t'alwad 'e swum h*AND U SAV law s Cmav b AW bs and roti a Nhb poolahtad 20- (1Qerm r 5ban) of to seNibn 90-7018 of Aft of rhe Asahopar / Sabairlider / Qanbader. Ars mooter dAbleniorr metafd sed she bore a Sand EgraAaknf d not ad kcabfm d the teats shat be drhwnk d by to of MANHOLE. 4 ARE stab of nI Aparb Bent of rrawe3+artaft: Sere zo Per>;aantagr poesiag kw k Sa ffm 6-301 of Nie Staxkrd �peQ aadb74 (s I ht ppe bats she be placed n ft sblwchra �• DIFFERENT DIAMETERS wvwd affect odbiara 7. Sea@ sb%W0-s fiat duhgv bob stadard as fad k)w of bal7kfl/ moknial ahs moat No mnfm*n at a#' (Dim) can _ fivb", � sold ail Adat ad paabko mprtiwatts bafixa Me loot • ` p AS SHOWN ON THE ;= PROJECT PLANS. 2 mar ethd eaw of ane Pal Iharbold cawawt :• •:- Xb 7. For pamoolt paHms allbo h pored van sea AWArd atcted by medte" tanpi4ga Baekff maherfat Ad Ae d'wI ST -12 h fhb ** mowd try to alar to proeBo" ad Im P" of dM rd "M mid 2 Hoat61' fir /hx to p j ea TA8LE 'A' LL W �0 LL. Q 3 .+belts she/ As bled 1118r mater ad We& dhwod W rr Y �- y aoiled a haw ofgn Q (also) err Ara I (4154 PLAN SEC770 V (J24') 4 FM ud ra filmed awafak mdkws She be ' U U anshwiled;h moa skew o1h Abe plrorirw of = ASAI C-474 arrant @cresol. : " • ` ` ' -. s EeaenMir aids ahaeld be irstarkdd h NleWsbalon *Wan bba Ake WAN" C!) Z) of Mak pw fbde or as CLU abeetad by the pty E + VS 6 At ft=Vons betrwn pyo@ karts she he a •-� �'t ' amaabh relrped slx*M O "7 ; =, 7. At servos mardmtss, far steer Aires bar • °' �� •/' �: 18' (046m) h drnehr. &W be AW Metro a goAMW @tact f • FVJN♦ W- SW-411EV STANDARD ;�, MANHOLE SECTION u.ueewer V.S"W CortotTrrg EMWV saw---N a0d 6i'ornd rrenah +rtdah - LO' rd 2.3oh Q.iin TAX T)A sbmw belch bow Per ply sdadrd ST -13 2 sack Soneh arnow @softy ALTERNATE BEDDING DETAIL Fa Repkring ftkaa Serer Liar empac" sor to whom ay she be Imbed CONDUIT SPRINGLINE POLYSTYRENE FOAM EdAloy aft Am 60, DIMENSIONS OF THE OUTLET (also) t 275' x 80' Andra (Mm x M) � Comm Hotta wIe►dsd k wo ar (a 15n) iaa #I 0 • as d •f 2d aa") •` - 4 awl AWvj* Om a Ara 3d (as") : (oan) � -IL �t=i1=11=(ILII.Of tf7at 6m* SWAM d fee Orrell 4wdtxaa km "WO Staah�d ' •.t--t.ri-*i PATCH -r. ei� ala C -rte S�*AWCOt br4 State of COW* &ai M ad MAN= tarot. fLt1E empac" sor to whom ay she be Imbed CONDUIT SPRINGLINE POLYSTYRENE FOAM EdAloy aft Am -ata- (sham/ aorw. t�� Evk aWyAm To be aced rhea X ap*t0(Q.in) or kss A6reinlen r @proofs L ) RIPE SADDLE DETAIL FI o -anter I ragas ado of S&M careers abd aroaI to of MWkwomb 6�d (1.dbs) dies, -,lint If�cs .iGl} ,nod arbts410(se-0. ! 7. 0-- /,:- 9' (1lfin) Alts If It AM) bio. Rp -xel I I I I 12'tt ArAk 12'A6a (sem () t'iA►►1 1PaE 12-a ") Ak 12' (16a) Aho lap WXF"T At &V or 1G (36n) Alit bww 9raaatd AteraGte (rrMa1itswr b fader) loevot ko Oar elaata0d - MMNm 1 . , -(3�)(") -See shr4xd 1-14 1d (atm) Asa or $ -.&or (also) cowsk alder b bw Am ' ST -4 Comm ohoo, wp-o" cell:bact ad(ta►,►j ko &ui3-w fisae NO rerkad Shift of preperty ft arks oft WA gllaaed by bee City Enghw.. /-Qdkr fiboI � Llrbret Sbroctan; sae drhrl D -t0 • tocadht and rNaef6s of ' cine and rrh galas in firece SECTION A -A hD h° ad'"" s' hoe fifers NOTES: L At rani sear abs!' oatiamh to the Rio ax ih newas of file Orrell apaoffmcmvor whw 3bw lowmalaft Stole of Lawn* Bnaakterr and ftv- pfffat arrait eefbiw blWbolott of fh000 Oadol ke: app wad 2 tAnli►age baric sfrd be a milinarn of an Aretmk kC Avoan* as a sb* old beast a a$qw ad keoffim &vviobte to bt OfyEnghm. 3 Laawaped P&W etaoihage books shat eat be gloulmed by J* St N MI I 4 Aay ahlenmed o band; 8 appraln+t marl be t d (aim) sok hxsn WA Stds skprs Ad not wow 2L 5 C&Wfsbs ahs Mhh no ae a*n prier wWas apprord k abWoof #on the r,Ay a Comte aha/ be awd No a Abe Pfgmewted asn9 fo pos' canpomy to Soraun so -•7.018 d ft a dors 7. At ppe b* steak' be pabced a /tot sabsrdra NOTES ar (a 15v) Aha - - id f7 PLAN 47 Aha arty CRYW er. Q (Isola -ft firms and getop or oaf sear caaksm to be Voodko fans sham sbxi rd doehp 0-12 ad tf-U I At we dnakp basins mit filroas shah be skrli and NM a joww"Ot sirimt seal as H)w A. ar 4wra w equd Appt6=Ew rote b 25 es/orae (2.0r *v) A nW srwkifir of At rats d3rabnant she At a s& d be an of Sterns LbL Id Bari► Cq Vey shot caor6um to t3*k Parks Awwhoopt ANSI poky Ar "XII911. 1L Sea etawahnd 0-11 for teagtsray daiw d"k s11,ErA1M o-rraa► &O' x bt0' x l7.5/N3.5 Or Audi (also x Qtiv x x-5/N1.5j Sgwm or RRaad Collor r tt • 1 ie tanw) AaGh � oto' (sista) A& Ata SECTION AT JOINT L At rant share a nkn b dye '1119 1 hl• SOCI ors of Nie prrast speodfaadtanr enhlfed 3taaaird Stals of CoNlin 4 Sulkess alai follu hwMIUee A9NCX 1,l wjmmf d ho pard": mist as= end tete@ 6#DN h9 9111 netes 2 Ass ptjoe blrrr7ka nwy atnry be aced go Me gopwrrat of Nit LAY Eng W.. 3 "-.5 AW mast be acrd 4 Both ppe Mort be me acme shoot 51 lir ppe bulalamO can rat be imtaied at a NO Pilot areas A Clowde aat-mwv i STANDARD D_- CONCRETE PIPE g1pg1�N COLLAR TRANS11ION FROM P.Y.C. TO R.C.P. ,wtlot® CITY � D-19 amt titatr rt P11rlIC +NaarCS 00*0111M •W= otharriw TABLE DIMENSIONS OF THE OUTLET °ram t 275' x 80' Andra (Mm x M) Q25' x 40' x i0' Aagale , Hotta wIe►dsd k wo ar (a 15n) iaa #I (5nn x Mw x loran) as d •f 2d aa") a.375' x 20' (f oo, x Solan) awl AWvj* Om a Ara 3d (as") : (oan) � -IL �t=i1=11=(ILII.Of tf7at 6m* SWAM d fee Orrell 4wdtxaa km "WO Staah�d I &W he an* pov1W or of fiffit PATCH -r. ei� ala C da' (also) S�*AWCOt br4 State of COW* &ai M ad MAN= tarot. fLt1E ,, r Trorehatafc W A"q t of �. -•� COCA* a5' (1Smn;) bas gproled avorrewt ocF/iao BaatfAl ho pyre sate cora dd Y d 10' (also) aC 2 star *w sed not aafaeed 2L CULVERT ENDWALLS wb A i me CRY avhw- *w Karl of pgoe aage shat be 1.0' (a3v) orate fro dpi bd or ae avieiae ewneliar �*•�a�,ta�a�/ _ h 4f f v MOM, WNVIII 8t0 1 „ , N manIf d w air "den" \ ` / Hoandit Q.375' (Ionto) CahanAad ad Av*,qlkW"n / I CS r , e, arochim bats mo kad sbkkb 4. Cola wle whet axebie as ed"or rubes P*F cs -ata- (sham/ aorw. t�� Evk aWyAm To be aced rhea X ap*t0(Q.in) or kss A6reinlen r @proofs L ) RIPE SADDLE DETAIL FI o -anter I ragas ado of S&M careers abd aroaI to of MWkwomb 6�d (1.dbs) dies, -,lint If�cs .iGl} ,nod arbts410(se-0. ! 7. 0-- /,:- 9' (1lfin) Alts If It AM) bio. Rp -xel I I I I 12'tt ArAk 12'A6a (sem () t'iA►►1 1PaE 12-a ") Ak 12' (16a) Aho lap WXF"T At &V or 1G (36n) Alit bww 9raaatd AteraGte (rrMa1itswr b fader) loevot ko Oar elaata0d - MMNm 1 . , -(3�)(") -See shr4xd 1-14 1d (atm) Asa or $ -.&or (also) cowsk alder b bw Am ' ST -4 Comm ohoo, wp-o" cell:bact ad(ta►,►j ko &ui3-w fisae NO rerkad Shift of preperty ft arks oft WA gllaaed by bee City Enghw.. /-Qdkr fiboI � Llrbret Sbroctan; sae drhrl D -t0 • tocadht and rNaef6s of ' cine and rrh galas in firece SECTION A -A hD h° ad'"" s' hoe fifers NOTES: L At rani sear abs!' oatiamh to the Rio ax ih newas of file Orrell apaoffmcmvor whw 3bw lowmalaft Stole of Lawn* Bnaakterr and ftv- pfffat arrait eefbiw blWbolott of fh000 Oadol ke: app wad 2 tAnli►age baric sfrd be a milinarn of an Aretmk kC Avoan* as a sb* old beast a a$qw ad keoffim &vviobte to bt OfyEnghm. 3 Laawaped P&W etaoihage books shat eat be gloulmed by J* St N MI I 4 Aay ahlenmed o band; 8 appraln+t marl be t d (aim) sok hxsn WA Stds skprs Ad not wow 2L 5 C&Wfsbs ahs Mhh no ae a*n prier wWas apprord k abWoof #on the r,Ay a Comte aha/ be awd No a Abe Pfgmewted asn9 fo pos' canpomy to Soraun so -•7.018 d ft a dors 7. At ppe b* steak' be pabced a /tot sabsrdra NOTES ar (a 15v) Aha - - id f7 PLAN 47 Aha arty CRYW er. Q (Isola -ft firms and getop or oaf sear caaksm to be Voodko fans sham sbxi rd doehp 0-12 ad tf-U I At we dnakp basins mit filroas shah be skrli and NM a joww"Ot sirimt seal as H)w A. ar 4wra w equd Appt6=Ew rote b 25 es/orae (2.0r *v) A nW srwkifir of At rats d3rabnant she At a s& d be an of Sterns LbL Id Bari► Cq Vey shot caor6um to t3*k Parks Awwhoopt ANSI poky Ar "XII911. 1L Sea etawahnd 0-11 for teagtsray daiw d"k s11,ErA1M o-rraa► &O' x bt0' x l7.5/N3.5 Or Audi (also x Qtiv x x-5/N1.5j Sgwm or RRaad Collor r tt • 1 ie tanw) AaGh � oto' (sista) A& Ata SECTION AT JOINT L At rant share a nkn b dye '1119 1 hl• SOCI ors of Nie prrast speodfaadtanr enhlfed 3taaaird Stals of CoNlin 4 Sulkess alai follu hwMIUee A9NCX 1,l wjmmf d ho pard": mist as= end tete@ 6#DN h9 9111 netes 2 Ass ptjoe blrrr7ka nwy atnry be aced go Me gopwrrat of Nit LAY Eng W.. 3 "-.5 AW mast be acrd 4 Both ppe Mort be me acme shoot 51 lir ppe bulalamO can rat be imtaied at a NO Pilot areas A Clowde aat-mwv i STANDARD D_- CONCRETE PIPE g1pg1�N COLLAR TRANS11ION FROM P.Y.C. TO R.C.P. ,wtlot® CITY � D-19 amt titatr rt P11rlIC +NaarCS 00*0111M •W= otharriw TABLE DIMENSIONS OF THE OUTLET °ram t 275' x 80' Andra (Mm x M) Q25' x 40' x i0' Aagale , Hotta wIe►dsd k wo ar (a 15n) iaa #I (5nn x Mw x loran) as d •f 2d aa") a.375' x 20' (f oo, x Solan) awl AWvj* Om a Ara 3d (as") : (oan) � -IL �t=i1=11=(ILII.Of tf7at 6m* SWAM d fee Orrell 4wdtxaa km "WO Staah�d I &W he an* pov1W or of fiffit PATCH -r. ei� ala C da' (also) S�*AWCOt br4 State of COW* &ai M ad MAN= tarot. fLt1E ,, r Trorehatafc W A"q t of �. -•� COCA* a5' (1Smn;) bas gproled avorrewt ocF/iao BaatfAl ho pyre sate cora dd Y d 10' (also) aC 2 star *w sed not aafaeed 2L CULVERT ENDWALLS wb A i me CRY avhw- *w Karl of pgoe aage shat be 1.0' (a3v) orate fro dpi bd or ae avieiae ewneliar �*•�a�,ta�a�/ _ h 4f f 3 At exposed mefd h the aulld *wh w Ad he Ant � 8t0 1 „ , N manIf d w air "den" \ ` / Hoandit Q.375' (Ionto) CahanAad ad Av*,qlkW"n / I CS r , e, arochim bats mo kad sbkkb 4. Cola wle whet axebie as ed"or rubes P*F cs am .• WNW appro�d b dtrnred ban Ore CRY E pw.. (5ftv) U SAV law s Cmav b AW bs and roti a Nhb poolahtad 20- (1Qerm r 5ban) bars at kp ad be tam to seNibn 90-7018 of Aft of rhe Asahopar / Sabairlider / Qanbader. Ars mooter dAbleniorr metafd sed she bore a Sand EgraAaknf d not ad kcabfm d the teats shat be drhwnk d by to of a5' Airl (fsirm) bas pow. Ate teats Seat he k aawifoee wtw She tests Sere zo Per>;aantagr poesiag kw k Sa ffm 6-301 of Nie Staxkrd �peQ aadb74 (s I ht ppe bats she be placed n ft sblwchra �• ELEYATlON 7. Sea@ sb%W0-s fiat duhgv bob stadard as fad k)w of bal7kfl/ moknial ahs moat No mnfm*n at a#' (Dim) can _ fivb", � sold ail Adat ad paabko mprtiwatts bafixa Me loot • ` p 1a)w b ptosed a0, :• •:- Xb 7. For pamoolt paHms allbo h pored van sea AWArd atcted by medte" tanpi4ga Baekff maherfat Ad Ae d'wI ST -12 h fhb ** mowd try to alar to proeBo" W 2 Hoat61' fir /hx to p j ea TA8LE 'A' LL W �0 LL. Q Ir W rr Y �- z Q (also) L a0' I (4154 PLAN SEC770 V NOTE: REFER TO DETAIL A FOR THE ACTUAL-----��! ' w l •Id.ft 1 ta•t•'N,'1� i,"1�'1 its •* ag] a�Af,%Q Tn el 1 TABLE DIMENSIONS OF THE OUTLET HEIGHT 1 t �, r, •Ba'1••1e•0*•q•� , NOTES: 2'-6" .76 m as d •f 2d aa") a.375' x 20' (f oo, x Solan) awl AWvj* Om a Ara 3d (as") Ano = pjve Ql! t L N mAt abain she mA m k Me Whoa* � -IL �t=i1=11=(ILII.Of tf7at 6m* SWAM d fee Orrell 4wdtxaa km "WO Staah�d I &W he an* pov1W or of fiffit PATCH -r. ei� ala C da' (also) S�*AWCOt br4 State of COW* &ai M ad MAN= tarot. fLt1E ,, r Trorehatafc W A"q t of �. -•� COCA* a5' (1Smn;) bas gproled avorrewt ocF/iao BaatfAl ho pyre sate cora dd Y d 10' (also) aC 2 star *w sed not aafaeed 2L CULVERT ENDWALLS wb A i me CRY avhw- *w Karl of pgoe aage shat be 1.0' (a3v) orate fro dpi bd or ae avieiae ewneliar �*•�a�,ta�a�/ _ h 4f f 3 At exposed mefd h the aulld *wh w Ad he Ant � m 5OU „ , N manIf d w air "den" \ ` / Hoandit Q.375' (Ionto) CahanAad ad Av*,qlkW"n / I CS r , e, arochim bats mo kad sbkkb 4. Cola wle whet axebie as ed"or rubes P*F cs am . ft of Motorola sea/ wW troll WNW appro�d b dtrnred ban Ore CRY E pw.. tests holed it Sacdm 6-101 of She Slaoatard U Wd AS- (Nino) bas he Aad s Cmav b AW bs and roti a Nhb poolahtad W ba *ff sM 2 moat ck it � 0' (0 (1Qerm r 5ban) bars at kp ad be tam to seNibn 90-7018 of Aft of rhe Asahopar / Sabairlider / Qanbader. Ars mooter dAbleniorr metafd sed she bore a Sand EgraAaknf d not ad kcabfm d the teats shat be drhwnk d by to of #a sbWad pow. Ate teats Seat he k aawifoee wtw She tests Sere zo Per>;aantagr poesiag kw k Sa ffm 6-301 of Nie Staxkrd �peQ aadb74 (s I ht ppe bats she be placed n ft sblwchra AS1Y 007, McAW T7 ELEYATlON 7. Sea@ sb%W0-s fiat duhgv bob stadard as fad k)w of bal7kfl/ moknial ahs moat No mnfm*n OUTLET STRUCTURE sold ail Adat ad paabko mprtiwatts bafixa Me loot ' w l •Id.ft 1 ta•t•'N,'1� i,"1�'1 its •* ag] a�Af,%Q Tn el 1 H TABLE HEIGHT 1 t �, r, •Ba'1••1e•0*•q•� , �q•'q•'d •'s•'q• 2'-6" .76 m ielrea parr NO 71 awl AWvj* Om a i�;•�,•a,•�r,•a; •,•� vIlaw 2-1N Mir -IL �t=i1=11=(ILII.Of ftv*wtddm'. 4V 410111111 N' 45 I &W he an* pov1W or of fiffit PATCH -r. ei� ala C S. , � torr@ MAN= tarot. fLt1E ,, r f ••, ,•.0'.000' .. t.--. .......... ........... .......... COCA* to Adv& havolvdaft I go *0 of &W be coubmeW odor of 6van a LIr (4&=) BaatfAl ho pyre sate cora dd Y byNOW CULVERT ENDWALLS wb A i me CRY avhw- *w Karl of pgoe aage shat be 1.0' (a3v) orate fro dpi bd or ae avieiae ewneliar �*•�a�,ta�a�/ a "UM S1011110* Sr -111 Gold ST -14 for h 4f f old i m 5OU „ , N manIf fur \ ` / Hoandit 469 PW 30 fdoWN&W APW &r „ .., 1 ad Av*,qlkW"n / I awntim r , e, H FENCING TABLE HEIGHT 1 1 t IQJTrx a AW •.9 DC 3- m I:<1-vC 2'-6" .76 m ielrea parr rnx, ort at ataeae torr a Zara IRAFAC A M t]FPflf •me•;i 2-1N Mir I Xtier- � r; 9A 45 e -i•1f♦ ♦•1••f •fff•f •ff•.r•♦ 70-10 ? 0• (a.6ma ) � torr@ MAN= tarot. fLt1E - ft ••, ,•.0'.000' .. t.--. .......... ........... .......... ; of. Pea Sim Rd &W be coubmeW odor of 6van a LIr (4&=) BaatfAl ho pyre sate cora dd Y to 9alr rlrtbhe cwpdcft HaatA' Materia She CULVERT ENDWALLS wb A i � *w Karl of pgoe aage shat be 1.0' (a3v) orate fro dpi bd or ae avieiae ewneliar pyos Zane to eonkna to rotes L 2 � h 4f f old i m 5OU „ , N manIf fur \ ` / Hoandit 469 PW 30 fdoWN&W APW &r „ .., 1 UK awntim OWN Catnmkfam 6aad tyles oanaki '*..pipe orfor atrGlSnt) A,„bteasra►per f , am . ft of Motorola sea/ wW troll FENCING TABLE HEIGHT 1 1 t IQJTrx a AW •.9 DC 3- m OL 2'-6" .76 m ielrea parr rnx, ort at ataeae torr a Zara IRAFAC A M t]FPflf •me•;i 2-1N Mir us voce � r; 9A 45 WL 70-10 ? 0• (a.6ma ) � torr@ MAN= tarot. fLt1E (E •'•wj� T. Fabric aha/ be fiartabed' to Abe PvA kat ew aid k &w dollar ries no bionic baxho spaced q rauc 14' (a3W qwt 8 fabric abet cake to ASAI A-= liars L St SLbgrads pnparahiar shd be Qoaskzrcbsd brad b dmfs and Dross Serbian dblr oaaopocbar d 9OX b a dpd d QS} (else►) fft7r tai 9-1ilEV Pa"Maot fii ►Iob lepra 1 t IQJTrx a AW TAAIPWG !LASS l BONVC ori SLURRY sbret's Trd9E kAw (T1 Son hvil capadsd 10 SX mWw 4.0 (7Smm) wide• bom SWW Tarts ThId w aimpacthn h rmdbuy arae ban 30' \ +Sheet TE 2. �� (asp) belwid boat d aeEi exebdng Zara IRAFAC A M t]FPflf d bat bee ads 1.d (43n) of me . -'''� 30-50 ue (Qin) Aleds amen ad h $lox tvoiNsit - _ / 45 be �4 rcooiaY 70-10 ? 0• (a.6ma ) f ' Campar�ad to XK arbirNe kwowwwa- � I !I5 CR MORE 25' (Q73in) p7wpacb�Q9 ih d Obha areas � � / 6adN aea w1ad to MF ..__ .tawhe mpoctfa BaatfAl ho pyre sate cora dd Y to 9alr rlrtbhe cwpdcft HaatA' Materia She � wb A i � *w Karl of pgoe aage shat be 1.0' (a3v) orate fro dpi bd or ae avieiae ewneliar pyos Zane to eonkna to rotes L 2 � _- d plan end PPt old i m 5OU _- sr For t antras , Ufa \ ` / Hoandit nagotirem is as Ps-Nte Polo's: -- OWN Catnmkfam 6aad tyles oanaki '*..pipe orfor atrGlSnt) A,„bteasra►per t ks backRl be k dmw the am . ft of Motorola sea/ wW troll ASAI 0 321 tests holed it Sacdm 6-101 of She Slaoatard U Me" IC7 kr 00 ==L Ly) gab � NOTES• W ba *ff sM 2 moat ck it � 0' (0 L AackAiP fir Algid Ppe S Caro&*m tests or be rfp*vd ad sear be She N oae s- Abakbi► makrkl oak Die *f ore shd be thee o1 Aft of rhe Asahopar / Sabairlider / Qanbader. Ars mooter dAbleniorr metafd sed she bore a Sand EgraAaknf d not ad kcabfm d the teats shat be drhwnk d by to of hoar bran 20 and sed catbrm to the b(a6V gmdwg: pow. Ate teats Seat he k aawifoee wtw She tests Sere zo Per>;aantagr poesiag kw k Sa ffm 6-301 of Nie Staxkrd �peQ aadb74 (s .314' (2anm) too AS1Y 007, McAW T7 filo. 3i• -1m NA 30 20-100 as fad k)w of bal7kfl/ moknial ahs moat No mnfm*n Aye bode M IIII shat' be planed n not to snared of sold ail Adat ad paabko mprtiwatts bafixa Me loot fiaot (1.0' kooe)(a.3fm) iepw4 4wANnea * a eaA Side of bee 1a)w b ptosed pt jre n stab a maws as not to ohmage a drhrb the 40 an is dQamant ad pvda Eads AW Stec be NmrorgNY carp- 7. For pamoolt paHms allbo h pored van sea AWArd atcted by medte" tanpi4ga Baekff maherfat Ad Ae d'wI ST -12 h fhb ** mowd try to alar to proeBo" W 2 Hoat61' fir /hx to p j ea TA8LE 'A' r pe ad did be kstded m mewdorace rrbb She aarart ASAI *eIr uft 04M 0y pmt f ad d ovibakeot mefivI rr" the Am:one tit be esi ay ar"k urchin Gla AN one: eats haft ad flay shat act be anal fir baakdl oampwfw fir Akxrbfe Poe: ale, bedbug ad hauadyq ahs be holdpbaed to Nk $voting line of be pipe ad ptrgoady oanpx*d For serer maim, aoxs I boaF v b rep" kf bedd'wq ad hoocu got Cot she he Mom net to a6faeete She pkat Ase moos" bard/ir h Nie Am am Ad he had plead lead corrected h Mb not to Imed 6�0' (also) Mckless thorn nrntawh► slid be The shalt for drench widths: liV GREATEST DIMO S10V TAAIPWG !LASS l BONVC ori SLURRY Lp'(d Sin) or /ase 1.0 A.im wfdar both sides 4.0 (7Smm) wide• bom SWW 1.O'M&n) up to 20' 8m 1.U'(a.%) wider both 6.0' ?215") wider th sides 2.0(Q6m) or more 15'(A45m) both sides l.0'(0 3m) wider both sides 3 t3aad71',aattaraiet abohr Nie fl`� � ,� ofdhotekesMaftMoWb" re STANDARD Nanne 40 75nm h AWWW piew h not toted 1 kola) (L.iisj TRENCH BACKFILL a r k)" end each � and be � � AND COMPACTION grim AL by macho" h'ep4 REQUIREMENTS r •..eats atm rot gT1r ST -13 C", I PI 1Mf1rNS ampinumIr 6.3-481 RECORD DRAWING CERTIFICATION 2 2t8 29 30 Yi" Ga O N w U U o� CO � U � . CO (D (D n Q Li 'CD ca .> Cn d U 4_ co CO CID COWU pp q T O �(0 O O T ^ T 0- m m 0 0 Z m � u' O m 5OU z R CL p Q SOU iL U Ir CL z O Q VJ W p LL W �0 LL. Q Ir W rr Y �- z Q Q ILL U) O U U C!) Z) CLU SHEET NO. O OF 8