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6.1-1754
BENCH MARK TOP OF BRASS DISC FOUND IN CONCRETE MONUMENT AT THE INTERSECTION OF BRUNDAGE LANE AND "U" STREET, ELEVATION = 391.40 NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88) BEARING BASIS NORTH AMERICAN DATUM 1983 (NAD83) CITY STANDARDS THE FOLLOWING CITY STANDARDS DRAWINGS ARE HEREBY INCORPORATED AS A PART OF THESE PLANS: ST -1 CURBS AND GUTTER ST -7 COMBINATION RESIDENTIAL DRIVE APPROACH ST -8 COMBINATION SIDEWALK ST -9 RESIDENTIAL CROSS GUTTERS ST -11 PAVEMENT PATCHES T-1 STREET SIGN T-2 MISCELLANEOUS SIGN DETAIL SW -4 MANHOLE TYPE "B" SW -6 FRAMES AND COVERS FOR MANHOLES & CLEANOUTS D-14 CATCH BASIN TYPE "A" A88A CURB RAMP DETAILS A88B CURB RAMP AND ISLAND PASSAGEWAY DETAILS LEGEND CITY OF 7E4 FAIELD �19E • A' TME T � - BLIC W R PLANS FOR CONSTRUCTION OF STREET IMPROVEMENTS, NO TH OF BRUNDAGE LAN1 AND WEST OF UNION AVENUE, PHASES 35 45 & 5 ABBREVIATIONS EP EDGE OF PAVEMENT R/W RIGHT OF WAY CB CATCH BASIN ;U EXISTING FIRE HYDRANT TC TOP OF CONCRETE INV INVERT JB JUNCTION BOX EXISTING BLOWOFF FL FLOWLINE SD STORM DRAIN FG FINISHED GRADE CL CENTERLINE GB GRADE BREAK MH MANHOLE 8 D4 EXISTING VALVE WITH SIZE SHOWN ELEV ELEVATION EXIST EXISTING OE OVER -EXCAVATION BW BACK OF WALK TOM TOP OF MANHOLE BC BEGIN CURVE ® EXISTING WATER METER BCR BEGIN CURB RETURN ECR END CURB RETURN EC END CURVE - - - - - - - - - - - - SECTION LINE EXISTING STREET LIGHTS - - 1 - - CENTER LINE WITH STATION LABEL E-- -0- EXISTING POWER POLE AND GUY EXIST. RIGHT-OF-WAY LINE tO EXISTING CONDUIT PULL BOX --�--D EXISTING STORM DRAIN AND MANHOLE EXISTING CATCH BASIN s -Q— -s EXISTING SEWER AND MANHOLE ® EXISTING CAN PULL BOX w w EXISTING WATER ® EXISTING ELECTRICAL SERVICE G c EXISTING GAS O EXISTING CONCRETE MONUMENT - — — -OH— --- — —oH — ^- ---OH — EXISTING OVERHEAD LINE Fo Fo EXISTING FIBER OPTIC + EXISTING STREET SIGN E EXISTING ELECTRICAL n- EXISTING TRAFFIC SIGN T— T- EXISTING TELEPHONE LINE ® EXISTING ELECTRICAL VAULT Tv • V EXISTING CABLE TV ® EXISTING TELEPHONE VAULT x x x x EXISTING FENCE �T EXISTING TELEPHONE MANHOLE EXISTING BLOCK WALL ® EXISTING TELEPHONE PEDESTAL - - - - - - � - - - - — LIP �� _ _ _ EXISTING CURB & GUTTER MB ---------------r�FLOWLINE --- ® EXISTING MAIL BOX BACK OF WALK ���,- EXISTING TREE ITEM OF WORK: < BEARING AND DISTANCE -� DETAIL DESIGNATION: DETAIL LETTER CURVE DATA: (D $ CION DESIGNATION: A SECTION LETTER 2----- A SHEET WHERE DETAIL IS SHOWN 2 SHEET WHERE SECTION IS SHOWN r P� t c if i hi• OAF ® + �� /f /. vii♦ 1 i'il► �I x �' ♦t! � iii �'L♦��♦ Ai ii ♦ ,11♦�:,�i y y�0�1♦1�-r i i o ♦i �ij♦Ijj+i �♦♦ ♦ s i ♦ / / 0 moi'" Oft �11��1���, �♦jA��/�♦%�'�+ � �• ��� \ wJ� � � 1. I ggIS xR ►° i'+ �� ► / �. - 'ate �f _r �1 =t2fVD� STREET ; or,I` i ►l ( _, 1-1 �%�,P i, b 6"," .- ' ►,� w �.��_��� i w,C i �� o� . ; , .�� �Ittt �! SEC � `' Q._. T�.. STORMI.DRAIN,R2H.. §� .Sw.:IMPRQVEMENTS .. _ • ' i +. ,� I ► !� COMPiLETED� PER° (tom STORM DiRAiNAt�1D SUMP , L... 3 r _ PH SE 1 AIMPROVEMENTS NOT YET k , k C.OMP.LETED. _P_ER=PHASE•- t8 d _ 1 S -T -STREET „F�•--;-yam— -- :•-.,. `,.T � � �. `{ x..., y '.. f...F Ws h 6 Fin r. s aQ �`e x"1.�0� 3iF4r wt.. y�^� 1 ..� L — �r 'C ` 4 x✓(' If �-IA I8. , >. w r �> � - ; _ �-��i� { I �, �' �. • �-_�, fir..- t , � � �.� I ( -� °�- il- o �--- -_ -_-=6RUNDAG E =LANE— PROJECT BENCHMARK KEY IVIAP ELEV. 391.40 (NAVD88) SCALE: 1`200' 511-1 STATE OF CALIFORNIA PROJECT L0CAT 10N v be1,d St r , � St c LIST OF DRAWINGS SHEET 1 COVER AND TITLE SHEET I1►IW�►�xxN 33: ,STATE 117E w ~d, a ag i n' L ^il. 1 L C' SHEET 3 3RD STREET IMPROVEMENTS CONT. .4A LOCATION MAP "T" STREET IMPROVEMENTS, PH. 3 LIST OF DRAWINGS SHEET 1 COVER AND TITLE SHEET PHASE 3,4,&5 SHEET 2 3RD STREET IMPROVEMENTS PHASE 3 SHEET 3 3RD STREET IMPROVEMENTS CONT. PHASE 3 SHEET 4 "T" STREET IMPROVEMENTS, PH. 3 PHASE 3 SHEET 5 DONNA AVENUE IMPROVEMENTS, PH. 3 PHASE 3 c SHEET 6 "V" STREET IMPROVEMENTS, PH. 3 PHASE 3 c SHEET 7 "V" STREET IMPROVEMENTS, PH. 3 CONT. SHEET 3 SHEET 8 "T" STREET IMPROVEMENTS, PH. 4 PHASE 4 SHEET 9 "T" STREET IMPROVEMENTS, PH. 4 CONT. PHASE 4 SHEET 10 DONNA AVENUE IMPROVEMENTS, PH. 4 PHASE 4 SHEET 11 'DONNA AVENUE IMPROVEMENTS, PH. 4 CONT. PHASE 4 SHEET 12 2ND STREET IMPROVEMENTS PHASE 5 SHEET 13 2ND STREET IMPROVEMENTS, CONT. PHASE 5 SHEET 14 2ND STREET IMPROVEMENTS, CONT. PHASE 5 SHEET 15 "U" STREET IMPROVEMENTS PHASE 5 SHEET 16 "V" STREET IMPROVEMENTS PHASE 5 SHEET 17 :TYPICAL SECTIONS & DRIVE APPROACH PHASE 3,445 SHEET 18 ;CITY STANDARD DETAILS PHASE 3,445 SHEET 19 CITY STANDARD DETAILS CONT. PHASE 3,4,&5 SE. CORNER SECTION 31, T.29S., R.28E., M.D.B.M. & INTERSECTION OF UNION AVE. & BRUNDAGE LN. CITY PROJECT NO: T61<220 File Name: C01315007TS1 SUBMITTED BY: RICHARD MEYER, R.C.E. 281 Il -l7-IS 1 DATE 11/`6/15 STA. 8+50.00 �I XII t SCALES HORIZONTAL:1 "=20' VERTICAL: 1"=2' m � M En W J z uj Q O 397 4J t! 396 395 00 Lo M F-� N > X W ' W J � W r 397 - - - - o+o_ C-3 396 395 t.7iP, fI 1 4 I I 1 4 OH 011 _0H — __._ ..... _. — — ..... — _ _,. __.. _.,.- — .— — — — -� — — — - - nnn N 12 04 I �._�_ ►, ----------- ___-- - -- ----_--.--___- � 1 _�___ __ I z 5 1 rl b - - ' I k 4 � r = f' H. f L ;7 11 �'� an }- PHr i#417 ' -. _ _, _� '> ' .,.. '^:. ;. _.., ...,u.- _, ,. _ ,_--_•..:;:,,,-.. ,:-_•;. (�/\����/1111�•..�-��.+..�.yyF�2j� � F.2.J�� ...,.. .. ... ,K ..... 10 co Q3 o q AE 43RD Lo M M �L, � R � Ln `I a' CURVE DATA N0. 1 W i M I I ® N CURV D= 89'57'38" N J w ' w N W o ( I w o D= R-25' WJ= –0.08% W S w a 1: h � R= L = 39.25' M `* 1` U-) _ + _ rn ) �- �* 8 L = T= 24.98' FINISHED GUTTER A � 4 FLOWLINEN i °� l o 0 1 d T _ 2 3 _j + 4 I + Z 3 \ •� --yW cn - - S--0.16% EXIST. GUTTER -� 10 9 1 Luj d I � R%W m N f� oD, �o:cn _._ . - a a-- 4 N OH _ — Lu -w - 1—i�- INTERSEC11ON 3RD ST. & i `�' - `� -- —R --i- i "T" ST. (MON'T NOT FOUND) o ' — — 1 —7 11 I I STA. 10+00.00 3RD ST. S89'11'37"E 150.00' a I 1p STA. 25+09.52 "T" ST. _ ` i.___� 6 17 9 3RD STREET �-- '—� 1 � CONSTRUCTION I I Lo 6 4 1- l C) l 1 o z i 4 '— PH.3 PH 4 10 0 20 40 ,r n r�U 20 5 PLAN `a 3RD S=IET Lu tiollMEMO -a' � S=-0.08% - REALIGN EXIST. FENCE nnn S8911 I37"E 280.00' - y - 12 L�1 I � pfl —_-__ _— ----- Lo m Lp co Q3 o q FLOWLINE Lo M M M Lo M W W U M N O O j N > w ' w N W M u.j w M W WJ= –0.08% W O w QO S=-0.08% h Lop d ^co M 11 1` U-) _ + _ rn ui M M W to FINISHED GUTTER A W W FLOWLINEN i °� ^ V -- _j 4 ui M M Lo Q S--0.16% EXIST. GUTTER -� Lo t-- ° M TYPICAL ALLEY FLOWLINE cq9 _._ M M CROSS GUTTER Lu -w - 1—i�- S=-0.08% - REALIGN EXIST. FENCE nnn S8911 I37"E 280.00' - y - 12 L�1 I � pfl —_-__ _— ----- CR Lp co Q3 M FLOWLINE i i M M Lo W W w M N O O j N > X ' w FINISHED ce M GUTTER w F- °� " to ._ j _ j i W W 1--M FLOWLINE_ t/) — ft -- _p -- w S=-0.007. WJ= –0.08% W W _ W _ `_ w U S=-0.08% h n d ^co M 11 1` Lo M ui M M ui W to W W W W 0 ^ V �-uj- co 4 ui M M Lo Q Lo ul M S=-0.08% - REALIGN EXIST. FENCE nnn S8911 I37"E 280.00' - y - 12 L�1 I � pfl —_-__ _— ----- FINISHED GUTTER '�' W ``' ►`� �, w Lu a a <1 a i r� EXIST. GUTTER FLOWLINE d N �* W 0> a a v \ �? _-1 0 w � � � w � I FLOWLINE - S=-0.19% L,.' L,�-f .. _ i °° S=-0.207. 5=0.28% — — — — — Lo i _ ; EXIST. ;GUTTER ---�- M �?� W - FLOWLINE _ ___... W 10 39.25' ALONG 39.29' ALONG FL SOUTH FLOWLINE CR Lp co Q3 NORTH FLOWLINE i i M M W W w w O O j N u') ' w FINISHED ce M GUTTER " ------- - - _j m F- °� " to ._ j _ j i W W 1--M FLOWLINE_ t/) — ft -- _p -- w S=-0.007. WJ= –0.08% W W _ W _ `_ FLOWLINE i S=-0.08% ii W ALLEY 11 CROSS GUTTER EXIST. GUTTER FLOWLINE Lo FINISHED GUTTER '�' W ``' ►`� �, w Lu a a <1 a i r� EXIST. GUTTER FLOWLINE d N �* W 0> a a v \ �? _-1 0 w � � � w � I FLOWLINE - S=-0.19% L,.' L,�-f .. _ i °° S=-0.207. 5=0.28% — — — — — Lo i _ ; EXIST. ;GUTTER ---�- M �?� W - FLOWLINE _ ___... W 10 39.25' ALONG 39.29' ALONG FL SOUTH FLOWLINE 1p F= co Q3 NORTH FLOWLINE i i uj M X Lo M w J ccq J j 0 FINISHED ' w w J w IWLc� � GUTTER U M c T M 06 ' + FLOWLINE C3 0 + ii W W w W Lo W W W W W 0 ^ V _ co 4 ui M M Lo Q Lo ul M t-- ° M TYPICAL ALLEY _._ M M CROSS GUTTER Lo 1—i�- i `�' - `� -- —R --i- FINISHED GUTTER '�' W ``' ►`� �, w Lu a a <1 a i r� EXIST. GUTTER FLOWLINE d N �* W 0> a a v \ �? _-1 0 w � � � w � I FLOWLINE - S=-0.19% L,.' L,�-f .. _ i °° S=-0.207. 5=0.28% — — — — — Lo i _ ; EXIST. ;GUTTER ---�- M �?� W - FLOWLINE _ ___... W 10 39.25' ALONG 39.29' ALONG FL SOUTH FLOWLINE IFROFME 3RD S=ET 1p F= co Q3 Lq N i i uj M X Lo M w J z J j 0 FINISHED ' w w J w IWLc� � GUTTER U M c T rn 06 ' + FLOWLINE C3 0 + ii W w IFROFME 3RD S=ET O N 04 +r- < cr) w . r 397 UNC W . 396 EL. 395.59 _-A 395 O CV N_ Q C7 W 1 W U� W . 397 ----396 i 1395 12 -EXIST. DRIVEWAY - 4 J 4 011 a a5 a 1 41 a 4 17' I o�o° ----. 0 4 4 o� \ a ° ° S1 °I o °4°°° N a a Oji 4.29' N °° 1 s 4 8_ 33%_ ( i 4 - a . 4 0.08% °° a a `9s h ��4 4 ._ a° A {O 9 s � h f f S A h 1 6 DETAIL A SCALE. V=6' ITEMS OF WORK SEE DESCRIPTION DETAIL REMOVE EXIST. CURB AND GUTTER AND OCONSTRUCT 8" CURB AND GUTTER (TYPE s7-1 A). TOP OF CURB AND FLOWLINE ALIGNMENT 18 TO MATCH EXIST. U 1p co Q3 Lq � i i uj M Lo M M J � J j 0 FINISHED ' w w J w IWLc� � GUTTER U M c T rn 06 ' + FLOWLINE C3 0 + ii w Lo S=- .14% t-- ° - TYPICAL ALLEY _._ W CROSS GUTTER W O N 04 +r- < cr) w . r 397 UNC W . 396 EL. 395.59 _-A 395 O CV N_ Q C7 W 1 W U� W . 397 ----396 i 1395 12 -EXIST. DRIVEWAY - 4 J 4 011 a a5 a 1 41 a 4 17' I o�o° ----. 0 4 4 o� \ a ° ° S1 °I o °4°°° N a a Oji 4.29' N °° 1 s 4 8_ 33%_ ( i 4 - a . 4 0.08% °° a a `9s h ��4 4 ._ a° A {O 9 s � h f f S A h 1 6 DETAIL A SCALE. V=6' ITEMS OF WORK SEE DESCRIPTION DETAIL REMOVE EXIST. CURB AND GUTTER AND OCONSTRUCT 8" CURB AND GUTTER (TYPE s7-1 A). TOP OF CURB AND FLOWLINE ALIGNMENT 18 TO MATCH EXIST. U � co Q3 QO a� Ucli) � c))W W 0 .� U�„ M IWLc� 07 M M U M c T 1) IA :F co ll^^ VJ C3 0 ii REMOVE EXIST. SIDEWALK, IF APPLICABLE, OAND CONSTRUCT COMBINATION TYPE AF8 a SIDEWALK TO THE DIMENSIONS SHOWN ON 18 i THE PLANS i O3 CONSTRUCT 6" RETAINING CURB AT BACK OF WALK AS NECESSARY QCONSTRUCT CASE "C" WHEELCHAIR RAMP A88A WITH RETAINING CURB AS NECESSARY PER CALTRANS PLAN_ A88A CONSTRUCT CASE "CM" WHEELCHAIR RAMP A888 I OS WITH RETAINING CURB AS NECESSARY PER 19 CALTRANS PLAN A88B i OSAWCUT, REMOVE, AND REPLACE EXIST. .C.O. _ PAVEMENT TO THE LIMITS SHOWN ON THE 17 a PLANS REMOVE EXISTING DRIVE APPROACH ANDF ( cr CONSTRUCT DRIVE APPROACH TO THE 17 CONFIGURATION SHOWN ON THE PLANS - - r C8, RECONSTRUCT ALLEY CROSS GUTTER e o 17 a'm`om o� r z ORECONSTRUCT STREET CROSS GUTTER 17 a 0 a o RELOCATE, REMOVE & REPLACE, OR ASSURE 10 PLUMBNESS OF EXIST. ROADSIDE SIGN 18 w W Lo U) OHYDRANT TO BE RELOCATED BY CALIFORNIA 11 WATER SERVICE Q °� O Z NOTES -- _ Z c7 W 1. RELOCATE EXIST. YARD FENCES AND/OR GATES AND MAILBOXES IN CONFLICT WITH THIS WORK IN _j CC Z ACCORDANCE WITH THE SPECIFICATIONS. ANY W m n W DAMAGES SHALL BE REPLACED WITH LIKE OR BETTER KIND. (n O W 2. WATER VALVE BOXES IN CONFLICT WITH THIS WORK 0m SHALL BE ADJUSTED IN ACCORDANCE WITH THE CE z Q T SPECIFICATIONS. 3. PROVIDE 36" MIN. SIDEWALK CLEARANCE FROM POWER � Z POLES, FIRE HYDRANTS, GUY WIRES, MAIL BOXES, < Z O _ STREET LIGHTS, AND STREET SIGNS. 4. CLEAR AND GRUB ANY VEGETATION IN CONFLICT WITH LL W THIS WORK, HOWEVER, ALL PRECAUTIONARY p 2 D W MEASURES SHALL BE TAKEN TO PROTECT EXISTING > LL. W LANDSCAPING IF POSSIBLE. ANY DAMAGE TO 0 Q rr RESIDENTIAL IRRIGATION SYSTEMS SHALL BE REPAIRED OR REPLACED WITH LIKE OR BETTER KIND. U 0- > !n Q Q Wz rr W <C cy) cc: U) RECORD DRAWING CERTIFICATION SHEET NO. 1 OF 419 .JIM I_°i CITY RECORDS NO.: JR 29 30 NJ L! ll I� LJ � M � � LIU iS Ll CJ f f R ® I # o { i I� 1 HO— tit O Ak ic' fit 11 ' II \ ! \\\ _ - - - - �, -+. -... rr_ _. _..I I - . - - ' --.. -- '. �' . _ O �_ N. �—..- �� . _— _ T 'OH-----OH OH .-L- ___._OH �. J- -poi --- -` c i I �I -�- -_ --- -_ _ �_�-_.-_.-.-_.----_.._...__.._--.-_..------------------ _.._--._ H G� i_ _--_--.— T ---_........—.-._.—_.—_...--_..--_.— ---_.— _ _ � � = f _ G_ G 13 -- --14------ - -- - - - -15 - - - - - - - - - - -- - - - - - - 0, I F I 1 -- .-------__—__--______ - r, i -----_.-•..---..-.,..,.--- .....--_., --- ..--._ ' X X X X X X X p x - X X X X-- __- :.. OWNr II } r: I � ' I 171 ! I PH.IR y � 451 a rfi v< .l =.1 a Ss. I s i -. --- _ _ _ I SEE SHEET 7 FA WIM _ �.. CURVE DATA N0. 5 © Lnl o D= 89'57'38" N I I l i 1 0 R= 25' L= 39.25' I o I X 1 o CURVE DATA NO. 6 T = 24.98'ui Lo D = 90 218 + 10 j + R=25' cj�" I 4 L=39.29' �' w ^ ¢ T = 25.02'Im to R/W V) T�A .i P - 6 6 + 3RD STREET _---t-S89.11'37"E 280.00' _ _ 13 CON STRUCTION N INTERSECTION 3RD ST. & DONNA SAWCUT EXIST CURB TO CONFOR AVE. (MON'T NOT FOUND) REALIGN EXIST. FENCE o r~J. o o REALIGN (�n I CD o o EXIST. H N NI I I I I p N N N FENCE N 1 I N N CURVE DATA NO. 8 L a) ' I` c D= 90'16'20" 04 20 1 r i + �+ I �+ �+ R = 27' + \ , - L = 42.54' R 4 } ✓' V d �d- ; c i A 1 I � C-3 Em T= 27.13' C3 M N LcJ N 1 m N L 1 Gn • En —71 -0 '" --•• __....._...._ .._........ - tip" 14 M T 0 NEW I STA. 12+80.00 3RD ST. EXIST. FLOWLINE 1 WHEELCHAIR RAMP STA. 25+02.49 DONNA AVE; EXIST. LIP 4 I ��j,��, LL -1 Q 1 x- "I- \� �I zo 11 PH.3 I II PH.47 II m� - . I SCALES 10 0 20 40 HORIZONTAL: 1"=20' VERTICAL: 1"=-2' 20 5 00 -----Z/Z- -- — ----- jI ---- Ve __a° -- - -- ►-_ C) QB R W 2 3 cl:� O N C>/ O O o X CURVE DATA NO. 7 6 N N � � D= 89'57'38" c"Iooo C N()� m CD + L = 39.25 w + - + I 1 T = 24.98' '4- uj N m in a6l N Lal (n N STA. 15+70.16, 20.00LT. E I 15 17 0 S8911'37"E 310.17' 3 SAWCUT & REMOVE EXIST CURB I I ( I & SIDEWALK TO CONFORM TO I I I 5 NEW WHEELCHAIR RAMP ( I 20' ------------�--- ------ o-----------------•.�— --- I v�-i _r -EXIST. AK N fDE S WL II g;tmm--max Fm-�-�-x�-� � o' 10 \ I I F= o a 4 Til Irl Lo N N N I I m Ii I� + w Lr -o- + ( I m I II �1Q_' U LJ LJ (J n � ^--OH I N II 8 I G- o I 9 lo G 00 I C) 1 'I S8911'37"E I 1 Qvc 131 C> Of 1 I III 00 I I r -- o � Lo +Iz I F -Z N N •I _ — - � N NI I t 01111 Na Ity u� - N rn Lo + M M toM cq >i! >;[ M Q N w w Lu W rJ, w d 397 -_! - Ill`Pn " r � N �— _M + + ►— w `- `} v 396 U ___-� ? w - - - "' - ----- ' --i — w i S=-0.08% _ 0° "' w S=-0.08% w W N S=-0.08% 395 -S= -o.08 l S=-0.08% M -- M _ _------ri-----_----,_ - -- - - - -� 3 i-- __-_-_EXIST GUTTER --- . `r' "' FLOWLINE M 14 8; � TYPICAL ALLEY - � - - _ - M TYPICAL STREET CROSS GUTTER w CROSS GUTTER Lu w NORTH FLOWLINE w N rri civ 1 ►h r7 ui N N N T_ QN W X W W ? > > L- w --j J W W w 397 396 395 O 00 CO w W J J J P-1 0 FINISHED o ofori L6 ori rn -a� -I- Mrn rnM - cn oGUTTER °? a? — �_�FLOWLINE i+ _ w W W Z d+ d w -d C? W 4 <I < i ! co Uco _ N _ r row ---�."'--__ . �+ - r v ---- —EXIST --GUTTER--, � �- ¢ v — — — _ FLOWLINE — O] cn GID cn cn -- W — — ___ — _ S=-0.15 M — ----_._.------ -- 1�_ _ ___-* = =-0.03% - M - La 13 ._jM 14 TYPICAL ALLEY 39.25' ALONG w "' CROSS GUTTER J W W SOUTH FLOWLINE FINISHED d• N ro ui ui M :D M En w o L6 �i 397 i; 396 N cn S=-0.08% N., ! 395 w w w I jjiiii a on Room all I wl_ m I g pat 4 1 r 16 17 397 396 395 Afill" E"j"m a� y) ITEMS OF WORK SEE DESCRIPTION _ DETAIL REMOVE EXIST. CURB AND GUTTER AND 1 CONSTRUCT 8" CURB AND GUTTER (TYPE ST -t A). TOP OF CURB AND FLOWLINE ALIGNMENT 18 TO MATCH EXIST. REMOVE EXIST. SIDEWALK, IF APPLICABLE, 2 AND CONSTRUCT COMBINATION TYPE T - SIDEWALK TO THE DIMENSIONS SHOWN ON 18 THE PLANS O CONSTRUCT 6" RETAINING CURB AT BACK n&B RY OF WALK AS NECESSARY 17 CONSTRUCT CASE"C" WHEELCHAIR RAMP Asan O4 WITH RETAINING CURB AS NECESSARY PER 19 e CALTRANS PLAN A88A OCONSTRUCT CASE CM WHEELCHAIR RAMP AssB WITH RETAINING CURB AS NECESSARY PER 19 CALTRANS PLAN A886 OSAWCUT, REMOVE, AND REPLACE EXIST. ,DVDs PAVEMENT TO THE LIMITS SHOWN ON THE 7 PLANS _ REMOVE EXISTING DRIVE APPROACH AND CONSTRUCT DRIVE APPROACH TO THE e CONFIGURATION SHOWN ON THE PLANS RECONSTRUCT ALLEY CROSS GUTTER D 17 RECONSTRUCT STREET CROSS GUTTERE 17 O10 RELOCATE, REMOVE & REPLACE, OR ASSURE t, PLUMBNESS OF EXIST. ROADSIDE SIGN 18 11 HYDRANT TO BE RELOCATED BY CALIFORNIA WATER SERVICE NOTES 1. RELOCATE EXIST. YARD FENCES AND/OR GATES AND MAILBOXES IN CONFLICT WITH THIS WORK IN ACCORDANCE WITH THE SPECIFICATIONS. ANY DAMAGES SHALL BE REPLACED WITH LIKE OR BETTER KIND. 2. WATER VALVE BOXES IN CONFLICT WITH THIS WORK SHALL BE ADJUSTED IN ACCORDANCE WITH THE SPECIFICATIONS. 3. PROVIDE 36" MIN. SIDEWALK CLEARANCE FROM POWER POLES, FIRE HYDRANTS, GUY WIRES, MAILBOXES, STREET LIGHTS, AND STREET SIGNS. 4. CLEAR AND GRUB ANY VEGETATION IN CONFLICT WITH THIS WORK. HOWEVER, ALL PRECAUTIONARY MEASURES SHALL BE TAKEN TO PROTECT EXISTING LANDSCAPING IF POSSIBLE. ANY DAMAGE TO RESIDENTIAL IRRIGATION SYSTEMS SHALL BE REPAIRED OR REPLACED WITH LIKE OR BETTER KIND. RECORD DRAWING CERTIFICATION Qv S 4 )l / / ) f — S I� CITY RECORDS NO.: 29 U o C- cco as m o U ao r w IQ co m W -� Q) U c/) c- m ILL JI a..: U)00 y 00 Q0 C/j c on_ i i � s I a I � ! C i a I a I � I � xm U uci (i r cD 3 000", Ez O a p Q lu. o zLo �....: 0 O U cyi C!) Lit W � O LI,1 w z Q > ��z0 m o I LL o� O W .._ LL I-- p O W U - W z cf) W Q Q CE U) Cy) SHEET NO. 0 OF 19 sm �m <* I WE Z, -4 Mm QUF� %,MMRU tQ9 ge 7-- "g, i Ir2 A, L 7_7_7 4"F5k, L L --w - - - --- - - vy --— — #4 — — — — — — — — — — — — — — — — — -- - ----- — — — — — — ---------_-- — — — — -- -- — — — — — — -- ri 26 27 28 - — - — - — - — - — - — - — - — - — - - — - — - — - — 0 A A J — — — — — — — — — — .T— — — — — — — — — — — — — — — — — — - — — — — — — — — — — — — — — — X — — — — — --— — -- — — — — — — — — — — r- — — SEE SHEET 2 'SP d-1 s t _22 41 rims-, R it ra .-J51, Fo xrm AE• 9917 S=I T9 PH, 3 t__: -.1 __j V) ��� g3n..n, -r::, V ?6� C) CURVE DATA NO.1 C) C) D = 89*57'38" c� CURVE DATA NO. 2 u_j cq C> D = 2' 0; R = 25'2 5' 21 C; L= 39.25' i c; oq' L- 39.29' T= 24.98 5r< 00 + LLJ T C`4 6 25.02' 00 L0 toI I ( `/ jj +C14 04 ci 4 ck� w V) (LLiI �.'_''�. a � I �. � • ,°' I I 10 ¢R/W L.L m IV; gi— T-7— T _vy w iw' L 7 -7 7 — — — — — — — — -- �7/ — — -- — — — — _3 C3 EXISTING 11:41 cy-. AST. UP to IMPROVEMENTS VE EXIST. FLOWLINE _b CN PER PHASE 2 NO*50'45"E 25 26 NO*50'45"E 343.67' 27 28 INTERSECTION Or ST. & N: _rl I— +_ f— INTERSECTION "T" ST. S. 3RD ST. (MON'T NOT FOUND "T" STREET ST. NW. (MON'T NOT FOUND) STA. 25+09.52 "T" ST C) STA. 10+00.00 3RD ST. CONSTRUCTION 10 EXIST. FLOWLINE STA. 28+53.19 "T" ST. S. z EXIST. LIP Cl 3 FI) - // - /,�z - L - - - - - - - - - - - ----- ----------------------------- VU - - - - - - - - -- - - - - - - - - - - - - - - - - -- Ji: - - - - - - - - - - - - - - - - - - - IN, 4 EXISTING -EXISL SIDEWALK- -EXIST. SIDEWALK - 4r. V)-------------- - C) IMPROVEMENTS _v_ L _j ujPER PHASE 2 6 uj C:) C) R/W z: W CLco X 3 2 3 QI cn uj c,4 V) 10 o) >< C! 4 2 CURVE DATA NO. 4 =r- 1 2 3 d L6 c D= 89*57'3B" u� CURVE DATA NO. 3 R_ 251 M C.0 M Lo D= 90*2'22" L + + Lo = 39.25' R= 25' T = 24.98' ck: L = 39.29' C3 ;!� I __j I rL-n cj ;� c6 in 931 �� L9 93 Liu I R ui V) T = 25.02' PLAN -9`7 S=ET9 PHo 3 SCALES IV V zu 40 HORIZONTAL: 1 ":=20' 00 VERTICAL: 1 "=21 20 5 1 cq Ln n rn OR Lo 0) to cn MM >; >; >< A). TOP OF CURB AND FLOWLINE ALIGNMENT W WW ui cr; 0 OR Qo CONSTRUCT COMBINATION TYPE co DP_.: 0-) >< 00 W; SIDEWALK TO THE DIMENSIONS SHOWN ON 18 397 FINISHED GUTTER Lo C4- Lo FLOWLINE0� C-4 �CONSTRUCT Lo to tA&B 17 M 0) 6 4J to rA88A 19 396 tu- S=0,11 Lo 2 5=0.11% FLOWLINE-i 0) 1*1� 395 TYPICAL STREET CROSS GUTTER C,D. ('l 97'. ko 93 SCALES IV V zu 40 HORIZONTAL: 1 ":=20' 00 VERTICAL: 1 "=21 20 5 1 cq co uj SEE rn DETAIL REMOVE EXIST. CURB AND GUTTER AND CONSTRUCT 8" CURB AND GUTTER (TYPE ST -1 MEASURES SHALL BE TAKEN TO PROTECT EXISTING A). TOP OF CURB AND FLOWLINE ALIGNMENT 18 ui REMOVE EXIST. SIDEWALK, IF APPLICABLE, 0 OR OAND CONSTRUCT COMBINATION TYPE DP_.: 0-) >< 00 W; SIDEWALK TO THE DIMENSIONS SHOWN ON 18 + Lo 6" RETAINING CURB AT BACK C-4 �CONSTRUCT OF WALK AS NECESSARY tA&B 17 q> CONSTRUCT CASE "C" WHEELCHAIR RAMP WITH RETAINING CURB AS NECESSARY PER rA88A 19 c� CALTRANS PLAN A88A EXIST. GUTTER Lo 2 A88B 19 FLOWLINE-i CALTRANS PLAN A88B SAWCUT, REMOVE, AND REPLACE EXIST PAVEMENT TO THE LIMITS SHOWN ON THE C,D. ('l 97'. 7 PLANS REMOVE EXISTING DRIVE APPROACH AND CONSTRUCT DRIVE APPROACH TO THE 17 CONFIGURATION SHOWN ON THE PLANS 26 O8 RECONSTRUCT ALLEY CROSS GUTTER 27 WEST FLOWLINE C=) Lo rn V) >; uj W W ui ui H IS < 4 -< 00 O' rl) 0) + 397 ____RNISHED_GUJTER_.._Lc04_ Ck; >; LAj C FLOWLINE ui ui C6 ci N EXIST. GUTTER ui 396____.. TII:28% -'a=L FLOWLINE -ji w _j 395— 0) q, 26-27 M0) 26 U-1 Lu wW W w EAST FLOWLINE 39.25' ALONG 39.29' ALONG PRO F 99P7 S=ET9 PHo 3 110 1 1 1 172 13 1 1 1 1- l 4 D 16 1 to co co 26 m 031, c AL ITEMS OF WORK co uj SEE DESCRIPTION DETAIL 26 m 031, c AL ITEMS OF WORK SEE DESCRIPTION DETAIL REMOVE EXIST. CURB AND GUTTER AND CONSTRUCT 8" CURB AND GUTTER (TYPE ST -1 MEASURES SHALL BE TAKEN TO PROTECT EXISTING A). TOP OF CURB AND FLOWLINE ALIGNMENT 18 TO MATCH EXIST. REMOVE EXIST. SIDEWALK, IF APPLICABLE, OAND CONSTRUCT COMBINATION TYPE SIDEWALK TO THE DIMENSIONS SHOWN ON 18 THE PLANS 6" RETAINING CURB AT BACK RESIDENTIAL IRRIGATION SYSTEMS SHALL BE REPAIRED �CONSTRUCT OF WALK AS NECESSARY tA&B 17 q> CONSTRUCT CASE "C" WHEELCHAIR RAMP WITH RETAINING CURB AS NECESSARY PER rA88A 19 CALTRANS PLAN A88A O5 CONSTRUCT CASE *CM" WHEELCHAIR RAMP WITH RETAINING CURB AS NECESSARY PER A88B 19 CALTRANS PLAN A88B SAWCUT, REMOVE, AND REPLACE EXIST PAVEMENT TO THE LIMITS SHOWN ON THE C,D. ('l 97'. PLANS REMOVE EXISTING DRIVE APPROACH AND CONSTRUCT DRIVE APPROACH TO THE 17 CONFIGURATION SHOWN ON THE PLANS 2.0 O8 RECONSTRUCT ALLEY CROSS GUTTER RECONSTRUCT STREET CROSS GUTTER t17 RELOCATE, REMOVE & REPLACE, OR ASSURE <@> PLUMBNESS OF EXIST. ROADSIDE SIGN 18 HYDRANT TO BE RELOCATED BY CALIFORNIA 11 WATER SERVICE NOTES Z 1 RELOCATE EXIST. YARD FENCES AND/OR GATES AND MAILBOXES IN CONFLICT WITH THIS WORK IN ACCORDANCE WITH THE SPECIFICATIONS. ANY DAMAGES SHALL BE REPLACED WITH LIKE OR BETTER KIND. 2. WATER VALVE BOXES IN CONFLICT WITH THIS WORK SHALL BE ADJUSTED IN ACCORDANCE WITH THE SPECIFICATIONS. 3. PROVIDE 36" MIN. SIDEWALK CLEARANCE FROM POWER POLES, FIRE HYDRANTS, GUY WIRES, MAILBOXES, STREET LIGHTS, AND STREET SIGNS. m 11 00 4. CLEAR AND GRUB ANY VEGETATION IN CONFLICT WITH THIS WORK. HOWEVER, ALL PRECAUTIONARY MEASURES SHALL BE TAKEN TO PROTECT EXISTING LANDSCAPING IF POSSIBLE. ANY DAMAGE TO RESIDENTIAL IRRIGATION SYSTEMS SHALL BE REPAIRED OR REPLACED WITH LIKE OR BETTER KIND. 2.0 Z m 11 00 CL 0 ¢ LL co in z uj Lo 0 C,6 < 397 ( z C6 U) 0 :D - F- 396 Wm G_ 395 29 U) 0 w If Lu , QW Z > \le < - U) z 0 mZ L— cc 0 — LL W Z 0 2 D w > 0 0 397 c) rr cL w Cc 396 Z < U) W<( W 395 29 cc F_ U) RECORD DRAWING CERTIFICATION SHEET NO. OF Allam, I -TY 19 CI RECORDS NO.: -5 )9 Jo r rn M_ Q3 EMENS Fm IN mi SAWCUT EXIST CURB TO CONFORM TO NEW WHEELCHAIR RAMP 00 11 ui 4 5 co V) < r) NO*50'45"E 25 ... INTERSECTION DONNA AVE 3RD ST. (MON'T NOT FOUND) 1 9 STA. 25+02.49 DONNA AVE. I T. STA. 12+80.00 3RD ST. t � °ems �� M � r . 4 7 Qf C) 6 CURVE DATA NO. 7C> >< D = 8957'38 U-iN 00 :r R = 25' c cq 1.2 Lo L= 39.25' < r.: T = 24.98'M U") + CC C3 Q �n,�� �J5 05 V) 397 396! 395! AIL AIS DONNA AVENUE, PH, 3 F.: -5j CURVE DATA NO. 5 c) 5<-C) D= 89*57'38" o C) U-1 1 04 e)a, 1 C14 uj m � C> to Lo Lo Lo - M CD >; . 2 X (n u� wU) C> Lu W W Ld Of D" > CN CN V) CV m ;z Lo Lo U-) R CN W_ _w_ . I I tK ;5 EXIST. GUTTER S=0.247.L 0 _c AIL AIS DONNA AVENUE, PH, 3 F.: -5j CURVE DATA NO. 5 c) 5<-C) D= 89*57'38" o C) U-1 1 04 e)a, 1 C14 uj m � C> to Lo Lo Lo - M CD >; . 2 X (n u� wU) C> Lu W W Ld Of V c > CN CN V) CV m ;z Lo Lo U-) R CN C-4 . d . G'y . I I tK ;5 EXIST. GUTTER S=0.247.L 0 _c c5 -i ui 00 �C" >-oj 1_4 L0 u.) >< + to LLJ +1 04 r - M w m C-4 1 Q� :z 3 01 R/W 2 3 cz)j 0 z C) w _w. L -/F 7 0 XIST. DEW�47 E SI : w 0 z o F EXISTING P z co N !t! + 7E 1ST. UP IMPROVEMENTS I uj 00 EXIST. FLOWLINE w r4) CD PER PHASE 2 '< CIA j NO*50'45"E 361.671 27 28 I— - — - — - /E b ,TION (N 7 EXISTING IMPROVEMENTS txPER PHASE 2 X- ox_ 'Xi �T 7 —7h R/W - 11 1 >_ ro 11 U) MODIFY EXIST. SLIDE GATE TO E >< + + W o CONFORM TO RECONSTRUCTED �IN I N x C*4 Of c'; DRIVE APPROACH n -': C41 V) (=)i V) I Di + 00 C14 10 0 20 �NNA AVENUE SCALES C-3 �<_ .9 PH, 3 HORIZONTAL: 1"=20' C6 in VERTICAL: 1 "=2' 20 5 4m rl: u') ui (n C) 5<- — Li + C-4 'ce < I. - co, _j _j! 4__ — — — — — — — — — — — — -- — — — — — — — - - - - - __Lu4'_ S=0.14% FINISHED GUT1t FLOWLINE flur 07 28 WEST FLOWLINE u� to Lo 0) C" ro V-) SQ >;>; x 1.1 (n w UJ >< uj CIT CIT u I c_ M in;in Lf) U3 r- 397 < -- m L6Lo-_ + m I to ------- T__ C14 Lo 6 EXIST. GUTTER cl� >: Q: . m _f__> co -uj cn—I __FLO I Li ui Lu A ck� c"11 FINISHED GUTTER co 396 d la_c_� Lq 0) cj FLOWLINE C6 S= -0.1'S% W-jS=0.15% 395 Lq co Lo 25 Lo Lo co ui U -i U-) 26 ui u1i ul) cb -i 0) ui Cb 011 n w 27 w uj w uj EAST FLOWLINE �R0�939-25' ALONG 39.29' ALONG �YEPH, 3 - 3 6 T 1"1 17 73 9-1 pImLQ ITEMS OF WORK SEE DESCRIPTION DETAIL REMOVE EXIST. CURB AND GUTTER AND CONSTRUCT 8" CURB AND GUTTER (TYPE ST -1 A). TOP OF CURB AND FLOWLINE ALIGNMENT \,18 TO MATCH EXIST. REMOVE EXIST. SIDEWALK, IF APPLICABLE, AND CONSTRUCT COMBINATION TYPE A_T__W\ SIDEWALK TO THE DIMENSIONS SHOWN ON 18 THE PLANS CONSTRUCT 6" RETAINING CURB AT BACK A&B OF WALK AS NECESSARY 17 CONSTRUCT CASE "C" WHEELCHAIR RAMP A88A WITH RETAINING CURB AS NECESSARY PER 19 CALTRANS PLAN A88A CONSTRUCT CASE "CM" WHEELCHAIR RAMP A88B WITH RETAINING CURB AS NECESSARY PER 19 CALTRANS PLAN A88B (t SAWCUT, REMOVE, AND REPLACE EXIST. C,D, PAVEMENT TO THE LIMITS SHOWN ON THE 17 PLANS REMOVE EXISTING DRIVE APPROACH AND CONSTRUCT DRIVE APPROACH TO THE G) CONFIGURATION SHOWN ON THE PLANS RECONSTRUCT ALLEY CROSS GUTTER 17 RECONSTRUCT STREET CROSS GUTTER <@>RELOCATE, REMOVE & REPLACE, OR ASSURE PWMBNESS OF EXIST. ROADSIDE SIGN j 18 11 HYDRANT TO BE RELOCATED BY CALIFORNIA WATER SERVICE NOTES 1. RELOCATE EXIST. YARD FENCES AND/OR GATES AND MAILBOXES IN CONFLICT WITH THIS WORK IN ACCORDANCE WITH THE SPECIFICATIONS. ANY DAMAGES SHALL BE REPLACED WITH LIKE OR BETTER KIND. 2. WATER VALVE BOXES IN CONFLICT WITH THIS WORK SHALL BE ADJUSTED IN ACCORDANCE WITH THE SPECIFICATIONS. 3. PROVIDE 36" MIN. SIDEWALK CLEARANCE FROM POWER POLES, FIRE HYDRANTS, GUY WIRES, MAIL BOXES, STREET LIGHTS, AND STREET SIGNS. 4. CLEAR AND GRUB ANY VEGETATION IN CONFLICT WITH THIS WORK. HOWEVER, ALL PRECAUTIONARY MEASURES SHALL BE TAKEN TO PROTECT EXISTING LANDSCAPING IF POSSIBLE. ANY DAMAGE TO RESIDENTIAL IRRIGATION SYSTEMS SHALL BE REPAIRED OR REPLACED WITH LIKE OR BETTER KIND. 40 7 cg L li m C/) Lo i6 m c: Q 0 z 0 CD cy) w Lo 397 n Z cf) I- C) 5 Z 396 1 m :E W w n 2 ILL W 39 r) 295 vi LLJ ccZ< > 0 Lu cc co z n ODz 0 - 5 LL W Z 0 :�i :) W w D > ILL z o0 w > '4Q7 < w r— z 7 W < Z 396 cr_ 0 395 29 RECORD DRAWING CERTIFICATION SHEET NO. Ilk OF H om CITY RECORDS NO.: 19 _7 370 C> to co co rn m < co - 0 c y to . 2 X < LL (D _,C C3) c: W > cn co co co LU ccy? oco J (o 0 _c 40 7 cg L li m C/) Lo i6 m c: Q 0 z 0 CD cy) w Lo 397 n Z cf) I- C) 5 Z 396 1 m :E W w n 2 ILL W 39 r) 295 vi LLJ ccZ< > 0 Lu cc co z n ODz 0 - 5 LL W Z 0 :�i :) W w D > ILL z o0 w > '4Q7 < w r— z 7 W < Z 396 cr_ 0 395 29 RECORD DRAWING CERTIFICATION SHEET NO. Ilk OF H om CITY RECORDS NO.: 19 _7 370 M-1 � I � -1 - a Z- , : �, 77�� Zl.� Fr��J, 1��l 71 _711771_1_�7 mqw J11 Al lilv 00 7' "T 7- 77 B I rf 0 4 X X x X X x —HO- -- — — — — — — — — — — 77 f _T_ T T T. —T4 L0 20 CL CL 21 22 — - — - — - — - — - — - —D— —D— -- —D— - - —D— -- —D— --D -- "Ar- _G G G G D --D 0_ ............ 4 7-z 3 M s Fr Lwak r0l ImIIIIIIIIIIIIIII I "I u I :411 1 L � i 0141 villmosillia-M, giiiiii NOW--) V) C> uj C14 C14 c; CD M_Z9 Lru NNcn " 00 ,A + 0 + l V) cnCL: V) 2 3 E3 R/W m rn 2 T 7 A MB lx_ _x X X X x --L-X—x _x -EXIST. SIDEWALK- _oH_ OH -5, INTERSECTION4 ST. _& CD nnn "U* ST. (MON'T NOT FOUND) "V" STREET MITI C14 STA. 19+80.84 "V` ST. n cl- CONSTRUCTION STA. 21+56.64 "U" ST.NL_ 20 . . . . . . . . . . . .. 21 NO-48VE ON p -r) 00 G G LG— c G G — — — — — — — — — — — — --- — — — — — — — — — — — D ----D— A=k ------- --------- -- - --- - - z - - - F _T_ _T_ IST. LIP EXIST. FLOWLINE 22 NO*48'16"E 393.91' G -w---------W_---- ---__w---- VV _n_ _D_ -- —D — — -- — -- — -- — -- — -- — -- — -- — --- R/W 99NV9 SCALES 10 0 20 40 cz= HORIZONTAL: -1"=20' PLAN S=ET9 PH, 3 VERTICAL: 111-21 20 ALL............ 5 Lo C) CD OR ori ro n uml LLJ u.j 0 0 cl(n U-) 4- -.4- < r--: < U) eq 5z CNI - r- cq UJ pe) 00 m uj + 04 + M + c) c_> C> -w 396 396 S�G=f� 11 -N. -I — __s _7 . - T_ I Lo w N cl: .1 1 FINISHED GU R 'EXIST. GUTTER ck� m oq z: FLOWLINE (PH. 5)"> cl) ;5 FLOWLINE c-3 Lo cn co FLOWLINE _j 395 S=0.14% u 395 oq m w S=2.94% 394 _j w 394 20 Lo co 21 ul 22 n WEST FLOWLINE lotism i livyN , WOO iri10 �i�iirl"110, roo— 14 T 6 17 i ITEMS OF WORK law" n1l RECORD DRAWING CERTIFICATION 17,5 V CITY RECORDS NO.: iia co N ul P co .r- 0 0-- SEE DESCRIPTION -DETAIL co co REMOVE EAST. CURB AND GUTTER AND CONSTRUCT 8- CURB AND GUTTER (TYPE ST -1 A). TOP OF CURB AND FLOWLINE ALIGNMENT 18 TO MATCH EXIST.. - REMOVE EXIST. SIDEWALK, IF APPLICABLE, CONSTRUCT COMBINATION TYPE � 40 CD OAND SIDEWALK TO THE DIMENSIONS SHOWN ON 18 THE PLANS CONSTRUCT 6" RETAINING CURB AT BACK O A&B OF WALK AS NECESSARY 17 OCONSTRUCT CASE "C" WHEELCHAIR RAMP NTH RETAINING CURB AS NECESSARY PER A88A 19 CALTRANS PLANIA88A -co co OCONSTRUCT CASE "CM" WHEELCHAIR RAMP WITH RETAINING CURB AS NECESSARY PER *A88B 19 CALTRANS PLAN A88B co co SAWCUT, REMOVE, AND REPLACE EXIST. PAVEMENT TO THE LIMITS SHOWN ON THE17 C,D, PLANS REMOVE EXISTING DRIVE APPROACH AND <�7 > CONSTRUCT DRIVE APPROACH TO THE G) CONFIGURATION SHOWN ON THE PLANS C) 0 _c <�> RECONSTRUCT ALLEY CROSS GUTTER 69 O RECONSTRUCT STREET CROSS GUTTER 17 RELOCATE, REMOVE & REPLACE, OR ASSURE ei, <@> PLUMBNESS OF EXIST. ROADSIDE SIGN 18 HYDRANT TO BE RELOCATED BY CALIFORNIA co F- 11 WATER SERVICE 0 NOTES 1 RELOCATE EXIST. YARD FENCES AND/OR GATES AND MAILBOXES IN CONFLICT WITH THIS WORK IN LL_ 0 ACCORDANCE WITH THE SPECIFICATIONS. ANY DAMAGES SHALL BE REPLACED WITH LIKE OR BETTER KIND. W > 0 2. WATER VALVE BOXES IN CONFLICT WITH THIS WORK SHALL BE ADJUSTED IN ACCORDANCE WITH THE SPECIFICATIONS. cr_ 3. PROVIDE 36" MIN. SIDEWALK CLEARANCE FROM POWER POLES, FIRE HYDRANTS, GUY WIRES, MAILBOXES, STREET LIGHTS, AND STREET SIGNS. 4. CLEAR AND GRUB ANY VEGETATION IN CONFLICT WITH THIS WORK, HOWEVER, ALL PRECAUTIONARY Wz�< MEASURES SHALL BE TAKEN TO PROTECT EXISTING LANDSCAPING IF POSSIBLE. ANY DAMAGE TO RESIDENTIAL IRRIGATION SYSTEMS SHALL BE REPAIRED OR REPLACED WITH LIKE OR BETTER KIND, law" n1l RECORD DRAWING CERTIFICATION 17,5 V CITY RECORDS NO.: iia co N ul P co .r- 0 0-- U) r,- CID b Lo cc CD ca z 0 () CL) 0 -1) t CL Il.;3 QLE 0 Q0 co co CD co < co W 0 Lo � 40 CD N ��x n c: W c yi -co co 00 cn - co co _jZ o 4:2 'Coo wca ctj (1) c: D_ C) 0 _c [E (Do LL U) r,- CID b Lo cc CD ca z 0 () CL) 0 -1) t CL Il.;3 QLE 0 SHEET NO. 0 OF 19 co W 0 Lo T CL n c yi z U ) :D - F— _jZ wca D_ w [E (Do LL w m Lij ><w > < co F- z 0z 0 00 — Cf LL_ 0 5 Lu z ::) 0- :E W > 0 o �- cr_ - Wn Wz�< w cr: F_ > U) SHEET NO. 0 OF 19 T 3 i I � ,_ - - ;_ - - �,,,r,,,..•--I'i'' ��X' 'ter. ?� � � � - a � I \x -k- lb .: '�--- J -- OH - -i -t - - I l --,� MBS HO--- ....c _ _ _ NO ._ kki - .,OH - I �» � a _. _ ._ . - -. _. .._ _. - - - - - - - - OH — —OH— _____ OH - - - 26 �'"D G l_ �D ✓� T T- — - - - —T— - - - - - -^ - - - T pH -TSH . W y ✓'� 25 ---- — __ — 23 _ — — _ — _ 24 = _ _ _ G r -� �- p---- --"" G ��' .. _ _---D --- _� �."""�s - _ - D _ D D D D'177 * �, pM zzz ig G -- -- G �- _ - - _. -- G E GG _ ----_` -- D zl - _ _. +,�• - yr�"n � rrtw„"".• k .`§.� . ,! 9 ) . � v.�ss`r.5 � stw.sa+xr�'k . � 'i;.�" �; ,, s _ r i 7 C 4 y � a Flo llllm-� WIND MINIMUM i WE M-10 M —la- WWI KOM ITEMS OF WORK EXISTING KIND. IMPROVEMENTS PER PHASE 2 2. WATER VALVE BOXES IN CONFLICT WITH THIS WORK SHALL BE ADJUSTED IN ACCORDANCE WITH THE w SPECIFICATIONS. 3. PROVIDE 36" MIN. SIDEWALK CLEARANCE FROM POWER POLES, FIRE HYDRANTS, GUY WIRES, MAILBOXES, CURVE DATA N0. 8 I STREET LIGHTS, AND STREET SIGNS. _ " R = 2Tt6 20 CURVE DATA N0. 9 I � _ c� �/L _ 4. CLEAR AND GRUB ANY VEGETATION IN CONFLICT WITH " y THIS WORK. HOWEVER, ALL PRECAUTIONARY += D = 0'51 53 I I I / y --i MEASURES SHALL BE TAKEN TO PROTECT EXISTING L = 42.54 -1 i R = 1245.88' I - : a.. LANDSCAPING IF POSSIBLE. ANY DAMAGE TO T= 27.13 g ,_ a L= 18.80' x N X N - 40' I _ - ' I I - --' I RESIDENTIAL IRRIGATION SYSTEMS SHALL BE REPAIRED ��� NFI'MMU T = 9 x OR REPLACED WITH LIKE OR BETTER KIND. 10 o � '�' 00 CURVE DATA NO. 10 SAWCUT &REMOVE C" _ -x- _ REALIGN aUo• � D - 13'5627" v __---t'►'�' X 46'36„w EXIST CURB &SIDEWALK '- I 2 3 ° I *- I I EXIST. I d + 1 R = 1265.88' _ _ -�- - t N12 a TO CONFORM TO NEW cn w N Q �r , _ -- x 24 /` r� w I 6 FENCE _ E.C. 2�k p1 15•$9 -- / INTER MON'OTNNOT FOUND) BILL WHEELCHAIR RAMP w �,� I ,�,� q m ,� d T = 154.77' R/W - - _ _ - �- _ °H SAN. _ _ AVE. ( 2 3 4 r N o - \ w V) �- - _ X _- _____oN -� j- ` x x �- DIS I I av- w ® Li _ - - - - - off '- x—x EXISTING _ 2� / STA. 27+39.90 "V” ST. v M I o I - - —i— - - X 0`ix—x---X�x—x , _ - --- m 1 - IMPROVEMENTS - - - -''�` �- Me aI '� z I by �k PER PHASE 2 >� - NEXISj SID WALK* _ - _ - _ _. - _ _ , - _ T - - - - — �H _ _ ____oH -- -._ EXIST. LIP - - -- -_ _ -- -- -- - -- -- -- - - -- - - - - - —OH — - --OH� --OH— --- a6 ---^D G'�� T- _ T— " T � - _�.`'' --t�_�--tiH _--�`� __._.OH .�.� -'-- INTERSECTION V" ST. & g g V STREET 10 EXIST. FLOWLINE -- �_ 1`rD G �0H _ _ C14CD 3RD ST. (MON'T NOT FOUND} I 6 I . " I f 9 1 CONSTRUCTION a5 _ - -------"D`� _ �►�� w��,,--''�� ` STA. 23+74.75 V" ST. NQ 4816E 24 = �n_ " 23 15+90.17 3RD ST. I _ _ - - - - D-----`` - - - - - nn _ N0'4816 E 393.91 STA, _ �� 41.25 --� _ _ -- _- V U D D - - _ , -p - _ D - EXIST. FLOWLINE. �nn D- - - �� B.C. EXIST. LIP_ ___ G-' G- z1 _ - _' {u M i STA. 24+16.00 -______ _____-- G -- ---------I3 W- -- -- -- -- -- I F``— �R/W co O co NW ' w__ C\. =W low Q N SCALES 10 0 HORIZONTAL: 1"=20' pj,� CC= wVq STRE]FT5, ]PH. 3 VERTICAL: l`=2' 20 5 N -6----..,. " --®— —EXIST. SEE u M DESCRIPTION DETAIL OCONSTRUCT REMOVE EXIST. CURB AND GUTTER AND 8" CURB AND GUTTER (TYPE1101 A). TOP OF CURB AND FLOWLINE ALIGNMENT j I v= co TO MATCH EXIST. _ L REMOVE EXIST. SIDEWALK, IF APPLICABLE, ' AND CONSTRUCT COMBINATION TYPE T-8 2 I O SIDEWALK TO THE DIMENSIONS SHOWN ON 18 .> THE PLANS C) c co CONSTRUCT 6" RETAINING CURB AT BACK :9A&8OF M WALK AS NECESSARY --� CONSTRUCT CASE "C" WHEELCHAIR RAMP WITH RETAINING CURB AS NECESSARY PER A88A 19 _iW W CALTRANS PLAN A88A QWITH CONSTRUCT CASE "CM" WHEELCHAIR RAMP RETAINING CURB AS NECESSARY PER Asse 19 CALTRANS PLAN A88B _ d <6, SAWCUT, REMOVE, AND REPLACE EXIST. PAVEMENT TO THE LIMITS SHOWN ON THE .C,D, 17 VV PLANS OCONSTRUCT REMOVE EXISTING DRIVE APPROACH AND DRIVE APPROACH TO THE F 17 Wcc CONFIGURATION SHOWN ON THE PLANS RECONSTRUCT ALLEY CROSS GUTTER 17 4) 9 STREET CROSS GUTTER eRECONSTRUCT <@> RELOCATE, REMOVE & REPLACE, OR ASSURE ROADSIDE SIGN 18 e �cozw PLUMBNESS OF EXIST. 11 HYDRANT TO BE RELOCATED BY CALIFORNIA WATER SERVICE 4.►. NOTES 1. RELOCATE EXIST. YARD FENCES AND/OR GATES AND MAILBOXES IN CONFLICT WITH THIS WORK IN 2 ACCORDANCE WITH THE SPECIFICATIONS. ANY DAMAGES SHALL BE REPLACED WITH LIKE OR BETTER EXISTING KIND. IMPROVEMENTS PER PHASE 2 2. WATER VALVE BOXES IN CONFLICT WITH THIS WORK SHALL BE ADJUSTED IN ACCORDANCE WITH THE w SPECIFICATIONS. 3. PROVIDE 36" MIN. SIDEWALK CLEARANCE FROM POWER POLES, FIRE HYDRANTS, GUY WIRES, MAILBOXES, CURVE DATA N0. 8 I STREET LIGHTS, AND STREET SIGNS. _ " R = 2Tt6 20 CURVE DATA N0. 9 I � _ c� �/L _ 4. CLEAR AND GRUB ANY VEGETATION IN CONFLICT WITH " y THIS WORK. HOWEVER, ALL PRECAUTIONARY += D = 0'51 53 I I I / y --i MEASURES SHALL BE TAKEN TO PROTECT EXISTING L = 42.54 -1 i R = 1245.88' I - : a.. LANDSCAPING IF POSSIBLE. ANY DAMAGE TO T= 27.13 g ,_ a L= 18.80' x N X N - 40' I _ - ' I I - --' I RESIDENTIAL IRRIGATION SYSTEMS SHALL BE REPAIRED ��� NFI'MMU T = 9 x OR REPLACED WITH LIKE OR BETTER KIND. 10 o � '�' 00 CURVE DATA NO. 10 SAWCUT &REMOVE C" _ -x- _ REALIGN aUo• � D - 13'5627" v __---t'►'�' X 46'36„w EXIST CURB &SIDEWALK '- I 2 3 ° I *- I I EXIST. I d + 1 R = 1265.88' _ _ -�- - t N12 a TO CONFORM TO NEW cn w N Q �r , _ -- x 24 /` r� w I 6 FENCE _ E.C. 2�k p1 15•$9 -- / INTER MON'OTNNOT FOUND) BILL WHEELCHAIR RAMP w �,� I ,�,� q m ,� d T = 154.77' R/W - - _ _ - �- _ °H SAN. _ _ AVE. ( 2 3 4 r N o - \ w V) �- - _ X _- _____oN -� j- ` x x �- DIS I I av- w ® Li _ - - - - - off '- x—x EXISTING _ 2� / STA. 27+39.90 "V” ST. v M I o I - - —i— - - X 0`ix—x---X�x—x , _ - --- m 1 - IMPROVEMENTS - - - -''�` �- Me aI '� z I by �k PER PHASE 2 >� - NEXISj SID WALK* _ - _ - _ _. - _ _ , - _ T - - - - — �H _ _ ____oH -- -._ EXIST. LIP - - -- -_ _ -- -- -- - -- -- -- - - -- - - - - - —OH — - --OH� --OH— --- a6 ---^D G'�� T- _ T— " T � - _�.`'' --t�_�--tiH _--�`� __._.OH .�.� -'-- INTERSECTION V" ST. & g g V STREET 10 EXIST. FLOWLINE -- �_ 1`rD G �0H _ _ C14CD 3RD ST. (MON'T NOT FOUND} I 6 I . " I f 9 1 CONSTRUCTION a5 _ - -------"D`� _ �►�� w��,,--''�� ` STA. 23+74.75 V" ST. NQ 4816E 24 = �n_ " 23 15+90.17 3RD ST. I _ _ - - - - D-----`` - - - - - nn _ N0'4816 E 393.91 STA, _ �� 41.25 --� _ _ -- _- V U D D - - _ , -p - _ D - EXIST. FLOWLINE. �nn D- - - �� B.C. EXIST. LIP_ ___ G-' G- z1 _ - _' {u M i STA. 24+16.00 -______ _____-- G -- ---------I3 W- -- -- -- -- -- I F``— �R/W co O co NW ' w__ C\. =W low Q N SCALES 10 0 HORIZONTAL: 1"=20' pj,� CC= wVq STRE]FT5, ]PH. 3 VERTICAL: l`=2' 20 5 N -6----..,. " --®— —EXIST. GUTTER M — — — W —FLOWLINE 0 23 M O) M MP`� LO U-) M M W W O N X d + W + � FINISHED GUTTER - C'4 v `V 'n m -fLOWUNE--.....___._._.c-, F - S=0.05% `i NS=0.05% ---^�- _-_-----W------I W ------- ---- -"' ch _ j i WI --- WEST FLOWLINE n799 S=IET9 PHO 3 CONTINUED 20 40 9m. 01GI 10 2 3 1�4 15 6 17 1'8 1 RECORD DRAWING CERTIFICATION SN 0,F,W; tlf+ Fia£ £Cii 'gyy�) itram. �I tu"d CITY RECORDS NO.: m LL O m .6– o� co m U0 W Q 0 a v= co L r m N 0 .> C) c co W M M U C14 cm --� -¢ ¢rn V� _iW W 00 MP`� LO U-) M M W W O N X d + W + � FINISHED GUTTER - C'4 v `V 'n m -fLOWUNE--.....___._._.c-, F - S=0.05% `i NS=0.05% ---^�- _-_-----W------I W ------- ---- -"' ch _ j i WI --- WEST FLOWLINE n799 S=IET9 PHO 3 CONTINUED 20 40 9m. 01GI 10 2 3 1�4 15 6 17 1'8 1 RECORD DRAWING CERTIFICATION SN 0,F,W; tlf+ Fia£ £Cii 'gyy�) itram. �I tu"d CITY RECORDS NO.: 0 m LL O m .6– o� co m U0 co d. Q 0 a v= co O ENE•c)) m W 0 .> C) c co z W 10 O CD —_ co 00 0 C C 34 V l o 0 d ii 0 SHEET NO. T OF 19 m LL O m .6– o� T 3� Q 0 a m r O OCL O ii z W Lo O n d cy) TL - TL Wcc mn �L �°wz �U) W z Q W �cozw mz0> 4.►. O 2 J cc W LL O F-- p � w o w WzCC Q U) (W U) SHEET NO. T OF 19 2- f M r . ,. a' �.j { x X �- z s \ , _ -✓tel '"' fir- - - ``�`( Lowt h -F,=9-�, -- -- ZZ - C� 01 f— f / t f r .� / 4'c �+ ov- k Y Y /\.{{ x� t , i" 5ccl cn o 9 �i W N AEPUAL S .du� - I - I 1 tl j f._ I 1 h r� I vv ----_._.----._._------...._-- _ -- _ --- ----- �n�nn L�J + rn 2 3 1 DRIVEWAY o STA. 19+55.36 A/ WCD -- _ m v 04 I� 04 "�� P _ _ _ -- 01 CURVE DATA NO. 13 CD \ ` ` +7I�� - EXIST. FLOWLINE � - \ � ` � �. Z � d D - 21'21'47" t , -:` .. / f- R - 220.00' EXIST. LIP 1 _ .. \ '��`� cn L - 82.03 _L _ _ 8• }6587 11 6 13 INTERSECTION "T" ST. & 2ND 22' - - „T„ STREET STA 79'492 \ `` ST. (MON'T NOT FOUND) \i oN�� EJB CONSTRUCTION STA. 17+87.65 T" ST. �$ _� , -p EXIST. FLOWLINE "_ STA. 3+86.00 2ND ST. ��((�� - --� ` I N _ _ _�� — — — — — — — — — — _ _ _ EXIST. LIP -?o X I I R/W / I CURVE DATA NO. 11 2 3 \ o D = 36'10'0" s / i R = 200.00' ` t \ f t L= 126.25' / \ II N I T=65.31 SCALES 10 0 20 40 HORIZONTAL:1 "=29 VERTICAL: 1 "=2' L PIAN 20 5 I I 11 do C N t p ¢ I LR/W 21 �U x t -r. -- - - ---- -._ - - - - --. - - - - SIX :: Co 00 O N m EXIST. FLOWLINE 1 "T" STREET s o EXIST. LIP -CONSTRUCTION _ - - 21 -46`59'10"E 291.1 T �- - _ 20� �n EXIST. FLOWLINE �( EXIST. LIPo 10 -------l�L _ ----------M — ------_ _ _--_—'----.— - - - -EXIST. SIDEWALK- --- -; ..�..._--�R/W !I I I I I WEST FLOWLINE 396 �_-_ _^____._o- -- 0 _ _____._ - t6 Lo EXIST. GUTTE -- _- _-__ - e CR I �; FLOWLIN rn m M 1 I co w 3951 id 1 39Qj8_ -- -_,--- _ �_._ _ L _ �T. 19 20- EAST FLOWLINE CID R -- - _ - , co ---- -- M — - E_k J I W ----- W _-J _- _-- - �- ---- ) Rm_ I 99�7 STRUEET9 JFHo 4- RT +0) N . I- P'w 396 U3 = Z ; 395 4 1394 +0) N h LLI W 396 cn _ _ISL T W 395 UW I— U) Q 394 ITEMS OF WORK SEE DESCRIPTION DETAIL REMOVE EXIST. CURB AND GUTTER AND O1 CONSTRUCT 8" CURB AND GUTTER (TYPEs7-t A). TOP OF CURB AND FLOWLINE ALIGNMENT 1 TO MATCH EXIST. REMOVE EXIST. SIDEWALK, IF APPLICABLE, 2 AND CONSTRUCT COMBINATION TYPE T-8 SIDEWALK TO THE DIMENSIONS SHOWN ON 18 THE PLANS CONSTRUCT 6" RETAINING CURB AT BACK A&B OOF WALK AS NECESSARY 17 CONSTRUCT CASE C WHEELCHAIR RAMP A88A 4�WITH RETAINING CURB AS NECESSARY PER 19 CALTRANS PLAN A88A CONSTRUCT CASE "CM" WHEELCHAIR RAMP AsBB OWITH RETAINING CURB AS NECESSARY PER 19 CALTRANS PLAN A888 _ OSAWCUT, REMOVE, AND REPLACE EXIST. ,C,D, PAVEMENT TO THE LIMITS SHOWN ON THE 17 PLANS REMOVE EXISTING DRIVE APPROACH AND F O7 CONSTRUCT DRIVE APPROACH TO THE 17 CONFIGURATION SHOWN ON THE PLANS O8 RECONSTRUCT ALLEY CROSS GUTTER D 17 O9 GUTTER RECONSTRUCT STREET CROSS GUE 17 I 10 RELOCATE, REMOVE & REPLACE, OR ASSURE PLUMBNESS OF EXIST. ROADSIDE SIGN 18 11 HYDRANT TO BE RELOCATED BY CALIFORNIA WATER SERVICE I NOTES 1. RELOCATE EXIST. YARD FENCES AND/OR GATES AND MAILBOXES IN CONFLICT WITH THIS WORK IN ACCORDANCE WITH THE SPECIFICATIONS. ANY DAMAGES SHALL BE REPLACED WITH LIKE OR BETTER KIND, 2. WATER VALVE BOXES IN CONFLICT WITH THIS WORK SHALL BE ADJUSTED IN ACCORDANCE WITH THE SPECIFICATIONS. 3. PROVIDE 36" MIN. SIDEWALK CLEARANCE FROM POWER POLES, FIRE HYDRANTS, GUY WIRES, MAILBOXES, STREET LIGHTS, AND STREET SIGNS, 4. CLEAR AND GRUB ANY VEGETATION IN CONFLICT WITH THIS WORK. HOWEVER, ALL PRECAUTIONARY MEASURES SHALL BE TAKEN TO PROTECT EXISTING LANDSCAPING IF POSSIBLE. ANY DAMAGE TO RESIDENTIAL IRRIGATION SYSTEMS SHALL BE REPAIRED OR REPLACED WITH LIKE OR BETTER KIND. fl �. f�3 k h7 RECORD DRAWING CERTIFICATION CITY RECORDS NO.: 29 0 N W cr a� ci U U C) "o MW ]� W `t3 N �LL Y r Tv'11, m w CD Uco �w co O M �. cp O cn c 0 oa C I? !cc j i z cc I �i o Lo �_ 1p- i o U LL p l L 0 [T co 6 � m r m,o 3 oO Zp C, U�w 5 o a u o z d - J W L 0 d1 Q Q C) cy) Cn Lu °o n. w O w cr wz d w Q� z p 0o z - oC Ow�� O O �— U 0- W G [] Lz W 4 c/) — SHEET NO. 0 0 OF 19 0 L h I 1 I 1k J Y { t(1tt} ZP,� M N W W 1 co P s 47 t.0 �- f » 1 N x 4 � t »5 *Y z' �r uu� a � ^SS `u W,uS � X43 4•,",' k �x in. • F vy �� .. s,y 177" f /l y k-. V+i . i' oV� N xi W CU ------------_.-....-.--- + QW in w __-- N 396 H. �T �� S=0.28% _ _______ __ . _. __---_ -- FINISHED GUTTER nnn�nnn �.1 39.21' ALONG 395 W -- _ _ _ _ _ 22 I� _ _ _ _ _ _ _----- Q 394 22 LJU - --- - - - - - - /T 7 L h I 1 I 1k J Y { t(1tt} ZP,� M N W W 1 co P s 47 t.0 �- f » 1 N x 4 � t »5 *Y z' �r uu� a � ^SS `u W,uS � X43 4•,",' k �x in. • F vy �� .. s,y 177" f /l y k-. V+i . i' oV� N xi W CU w + 0 N N N 0 T< + = N I I R/W ; 2 3 �__ CD- -- X 7. - - - - - -EXIST. FLOWUNE ----------- » �, � ExIST. UP � T STREET 0 1 s " CONSTRUCTION 22 - -46 5910E 291.17 _ _ _ _ _ _ _ _ _ __ r„q B.C. V U STA. 22+83.28 n n R EXIST. FLOWUNE EXIST. LIP __- - -------------------K-' - --�-_---------- - -EXIST. SIDEWALKN - - - - II RW _ I 2 3 / Q )!�: 2 3� I I SCALES HORIZONTAL:1 "=20' VERTICAL: 1"=2' FINISHED GUTTER - _--FLOWUNE 0 100 N� N 396 �_F W � --I- -r--- - -- -- -- - 395-_LLt_-- -- _.a-_ �-------- --- UW I 394___-- 22 \ \ \v Fuli �. \ 1` �� try W --- _ 24 w 4 C ,t x' } I„s✓ 1 t 7. 1 Id L ny tai I � 2 �x .T. k y \ 0 41 INOI I0114I I I CURVE DATA NO. 14 0 D = 9'39'33" � R = 180'CURVE DATA NO. 2 q.. L = 30.35' N �� D = 90'2'21" T - 15.21' o w N o R 25' C14_ '� L= 39.29' I \. \ T= 25.02' C5 V)� + ' o \ 2 >1 N CURVE DATA NO. 12 \ P w cin i- D = 46'8'25" t R - 200.00' \• `� 7,� L = 161.06' \ , , T = 85.18' R/W 14 , - wAIK- w --__ __-- - 2�k43A p'�5"EA$ U�n� ST EXIST. FLOWUNE EXIST. LIP , /; U�'" INTERSECTION "T" ST. & 3RD ST. (MON'T NOT FOUND ` W 24 - _ - ) STA. 25+09.52 "T" ST. 4 STA. 10+00.00 3RD ST. BEET wq � \ � EXIST. FLOWLINE � T ST w , !��-� EXIST. LIP CONSTRUCTION o �" \ \ CURVE DATA NO. 4 _--------- --- - '� _- D _ 89'5738" 25 7F ~ -� - - �'r'�o , � L = 39.'25' L_ _ I` \ T _ - 24.98 B.C.R. - MATCH EXIST. ; \ 2 3 R W 111 ilk 2 3 STA. 24+64.55, 20.00RT. 10 0 20 40 / 9 � ET9 20 5 PLAN w v Lo to S=0.02% w RAI wr M J W O 0 N 57< W M = N EXIST. GUTTER FLOWLINE 1 12 1 h 57< W Cn M M N W W d W co M M 47 t.0 J N g O W uu� ;o N � -F- I Mm Nm N j� W CU w + QW in n w __-- N 396 H. �T �� S=0.28% � iM -� Q FINISHED GUTTER 39.21' ALONG 395 W _ UW ~cj) Q 394 22 FINISHED GUTTER - _--FLOWUNE 0 100 N� N 396 �_F W � --I- -r--- - -- -- -- - 395-_LLt_-- -- _.a-_ �-------- --- UW I 394___-- 22 \ \ \v Fuli �. \ 1` �� try W --- _ 24 w 4 C ,t x' } I„s✓ 1 t 7. 1 Id L ny tai I � 2 �x .T. k y \ 0 41 INOI I0114I I I CURVE DATA NO. 14 0 D = 9'39'33" � R = 180'CURVE DATA NO. 2 q.. L = 30.35' N �� D = 90'2'21" T - 15.21' o w N o R 25' C14_ '� L= 39.29' I \. \ T= 25.02' C5 V)� + ' o \ 2 >1 N CURVE DATA NO. 12 \ P w cin i- D = 46'8'25" t R - 200.00' \• `� 7,� L = 161.06' \ , , T = 85.18' R/W 14 , - wAIK- w --__ __-- - 2�k43A p'�5"EA$ U�n� ST EXIST. FLOWUNE EXIST. LIP , /; U�'" INTERSECTION "T" ST. & 3RD ST. (MON'T NOT FOUND ` W 24 - _ - ) STA. 25+09.52 "T" ST. 4 STA. 10+00.00 3RD ST. BEET wq � \ � EXIST. FLOWLINE � T ST w , !��-� EXIST. LIP CONSTRUCTION o �" \ \ CURVE DATA NO. 4 _--------- --- - '� _- D _ 89'5738" 25 7F ~ -� - - �'r'�o , � L = 39.'25' L_ _ I` \ T _ - 24.98 B.C.R. - MATCH EXIST. ; \ 2 3 R W 111 ilk 2 3 STA. 24+64.55, 20.00RT. 10 0 20 40 / 9 � ET9 20 5 PLAN w v Lo to S=0.02% w RAI wr M J W O 0 N 57< W M = N EXIST. GUTTER FLOWLINE 1 12 1 0-8 -1 willi� 011!1 FINISHED GUTTER FLOWLINE _ 24 d- co WEST FLOWLINE mC0 M M M w w w ai d j M Lj W W s=0.20% 1 139.29' ALONG W h 57< W Cn M N W W d W co M M 47 t.0 H N g O M uu� ;o N � I Mm N W CU Q C6 in _._._ __.--__ — ----- - — — — — — — — — — — — •-..-— w __-- 0-8 -1 willi� 011!1 FINISHED GUTTER FLOWLINE _ 24 d- co WEST FLOWLINE mC0 M M M w w w ai d j M Lj W W s=0.20% 1 139.29' ALONG W 24 EAST FLOWLINE Pill I ily I WPM Q ialillm� 0 loolum 1. 1 4 0 395 394 396 395 394 ITEMS OF WORK SEE DESCRIPTION _ DETAIL_ REMOVE EXIST. CURB AND GUTTER AND OCONSTRUCT 8" CURB AND GUTTER (TYPE @ST -1A). TOP OF CURB AND FLOWLINE ALIGNMENT TO MATCH EXIST. REMOVE EXIST. SIDEWALK, IF APPLICABLE, AND CONSTRUCT COMBINATION TYPE SIDEWALK TO THE DIMENSIONS SHOWN ON 18 THE PLANS OCONSTRUCT 6" RETAINING CURB AT BACK A&B OF WALK AS NECESSARY 17 CONSTRUCT CASE C WHEELCHAIR RAMP O A88A 4 WITH RETAINING CURB AS NECESSARY PER 19 CALTRANS PLAN A88A CONSTRUCT CASE "CM" WHEELCHAIR RAMP ABse 5 U AS NECESSARY WITH RETAINING CURB Y PER R 19 O CALTRAN_ S PLAN A886 AN SAWCUT REMOVE D REPLACE EXIST. CD 6 PAVEMENT TO THE LIMITS SHOWN ON THE O ,17, PLANS REMOVE EXISTING DRIVE APPROACH AND F -CONSTRUCT DRIVE APPROACH TO THE 17 CONFIGURATION_ SHOWN ON THE PLANS ORECONSTRUCT ALLEY CROSS GUTTER + 1D \9 RECONSTRUCT STREET CROSS GUTTER <@RELOCATE, REMOVE & REPLACE, OR ASSURE t, > PLUMBNESS OF EXIST. ROADSIDE SIGN 18 11 HYDRANT TO BE RELOCATED BY CALIFORNIA WATER SERVICE NOTES 1. RELOCATE EXIST. YARD FENCES AND/OR GATES AND MAILBOXES IN CONFLICT WITH THIS WORK IN ACCORDANCE WITH THE SPECIFICATIONS. ANY DAMAGES SHALL BE REPLACED WITH LIKE OR BETTER KIND. 2. WATER VALVE BOXES IN CONFLICT WITH THIS WORK SHALL BE ADJUSTED IN ACCORDANCE WITH THE SPECIFICATIONS. 3. PROVIDE 36" MIN. SIDEWALK CLEARANCE FROM POWER POLES, FIRE HYDRANTS, GUY WIRES, MAIL BOXES, STREET LIGHTS, AND STREET SIGNS. 4. CLEAR AND GRUB ANY VEGETATION IN CONFLICT WITH THIS WORK. HOWEVER, ALL PRECAUTIONARY MEASURES SHALL BE TAKEN TO PROTECT EXISTING LANDSCAPING IF POSSIBLE. ANY DAMAGE TO RESIDENTIAL IRRIGATION SYSTEMS SHALL BE REPAIRED OR REPLACED WITH LIKE OR BETTER KIND. &lap, In ti RECORD DRAWING CERTIFICATION w CITY RECORDS NO.: a2 is U rn o 0 rn o Uco0P W to Q NLLti 0) m I: v�+�= WJ \ U)��/'.� It �; co U) 00 ujc� m c o 0CL T i 0 Q i v i N o CD 0 z j � m LL o Locc '00 ; co roM! ' ° c U O ;.. O zVim aa. 0 Q iii O z -i z W Lo O °6 U 0 Z co j it _ o - I o.. LL H — Cl) W Z Q W <C c/)z w mz - > LL 5 � cc On >- > LL W �o0� U a- �.. n W W Q F- � I -- SHEET- SHEET NO. g OF 19 57< W W ull) 00 co M M 0) Q t.0 N W W w I M uu� ;o N rn Mm W W _— - M - ------l---J w— —T_— w ._ - - - _._ ._ _. - _ —.—__ —_ --- S=0.28% --------- FINISHED GUTTER 39.21' ALONG 24 EAST FLOWLINE Pill I ily I WPM Q ialillm� 0 loolum 1. 1 4 0 395 394 396 395 394 ITEMS OF WORK SEE DESCRIPTION _ DETAIL_ REMOVE EXIST. CURB AND GUTTER AND OCONSTRUCT 8" CURB AND GUTTER (TYPE @ST -1A). TOP OF CURB AND FLOWLINE ALIGNMENT TO MATCH EXIST. REMOVE EXIST. SIDEWALK, IF APPLICABLE, AND CONSTRUCT COMBINATION TYPE SIDEWALK TO THE DIMENSIONS SHOWN ON 18 THE PLANS OCONSTRUCT 6" RETAINING CURB AT BACK A&B OF WALK AS NECESSARY 17 CONSTRUCT CASE C WHEELCHAIR RAMP O A88A 4 WITH RETAINING CURB AS NECESSARY PER 19 CALTRANS PLAN A88A CONSTRUCT CASE "CM" WHEELCHAIR RAMP ABse 5 U AS NECESSARY WITH RETAINING CURB Y PER R 19 O CALTRAN_ S PLAN A886 AN SAWCUT REMOVE D REPLACE EXIST. CD 6 PAVEMENT TO THE LIMITS SHOWN ON THE O ,17, PLANS REMOVE EXISTING DRIVE APPROACH AND F -CONSTRUCT DRIVE APPROACH TO THE 17 CONFIGURATION_ SHOWN ON THE PLANS ORECONSTRUCT ALLEY CROSS GUTTER + 1D \9 RECONSTRUCT STREET CROSS GUTTER <@RELOCATE, REMOVE & REPLACE, OR ASSURE t, > PLUMBNESS OF EXIST. ROADSIDE SIGN 18 11 HYDRANT TO BE RELOCATED BY CALIFORNIA WATER SERVICE NOTES 1. RELOCATE EXIST. YARD FENCES AND/OR GATES AND MAILBOXES IN CONFLICT WITH THIS WORK IN ACCORDANCE WITH THE SPECIFICATIONS. ANY DAMAGES SHALL BE REPLACED WITH LIKE OR BETTER KIND. 2. WATER VALVE BOXES IN CONFLICT WITH THIS WORK SHALL BE ADJUSTED IN ACCORDANCE WITH THE SPECIFICATIONS. 3. PROVIDE 36" MIN. SIDEWALK CLEARANCE FROM POWER POLES, FIRE HYDRANTS, GUY WIRES, MAIL BOXES, STREET LIGHTS, AND STREET SIGNS. 4. CLEAR AND GRUB ANY VEGETATION IN CONFLICT WITH THIS WORK. HOWEVER, ALL PRECAUTIONARY MEASURES SHALL BE TAKEN TO PROTECT EXISTING LANDSCAPING IF POSSIBLE. ANY DAMAGE TO RESIDENTIAL IRRIGATION SYSTEMS SHALL BE REPAIRED OR REPLACED WITH LIKE OR BETTER KIND. &lap, In ti RECORD DRAWING CERTIFICATION w CITY RECORDS NO.: a2 is U rn o 0 rn o Uco0P W to Q NLLti 0) m I: v�+�= WJ \ U)��/'.� It �; co U) 00 ujc� m c o 0CL T i 0 Q i v i N o CD 0 z j � m LL o Locc '00 ; co roM! ' ° c U O ;.. O zVim aa. 0 Q iii O z -i z W Lo O °6 U 0 Z co j it _ o - I o.. LL H — Cl) W Z Q W <C c/)z w mz - > LL 5 � cc On >- > LL W �o0� U a- �.. n W W Q F- � I -- SHEET- SHEET NO. g OF 19 ram m J N o T \ EXISTING �'' o I 1 "09) rZ, IRM RA. WA.V, A I — --�—— — — — — — — — — — — — - — — "- _.------ / J IF 20 21 �f l --}- - - - - - - - - - -�-- ----- - �—�} G G G G G' ----------------------------------------�- J-- nn�nn A A x �-x x — _x X". ...-x x -- =x— x -- J 0 0 0 <� N `�' � (� IMPROVEMENTS v + i PER PHASE 1A I I R/W X 00u') u') rn a CURVE DATA NO. 17 + X o I m N 00 D = 4'57'13" W N 1 2 3 Q R = 220' m ^ Q ¢ C i m ►o- -�:EXIST w c~n L _ 19.02' — I -- - -- -- - t� c~n I I R/W 2 3 N T 9.52'CD - -- - --� ------ J- . o EXIST. LIP- �, ` EXIST. FLOWLINE `\ 18 - £ 16A 17 �\ N� 2 983' \ �C 0 15 TA �8�88 6 1 _ �\ � C%4 _ _ ; 4 _ �'�-- — o G - 7 0 19 ro - --- INTERSECTION DONNA AVE. & \ ` \ _-_ _ _ - °� _ _ _ _ _ _ c� 18 \� 2ND ST. (MON'T NOT FOUND)NEXIST. SIDEWALKN o STA. 17+34.56 DONNA AVE. _ _ — - - ,� � � STA. 6+96.00 2ND ST. 4.4 6 /. �=1 STREET CROSS GUTTER �� 1� REMOVED PER PH. 1A \ �` / CURVE DATA NO. 15 /W o _ \ 1 ," / D=36700 No i- EXISTING \ ` \ ° `�e� � R = 200.00' w `" l 1 / � l o � k IMPROVEMENTS t �\ PER PHASE 1 A �, . L= 126.25' N 0 3� N 2 3 T=65.31 QU-)� �/� � / �/ � co t i U SCALES 10 0 20 40 W HORIZONTAL: 1"=20' VERTICAL: 1 "=2' 20 5 to CURVE DATA N0. 18 + D = 1012'14" 0O R = 180' d L = 32.06' V) T = 16.07' �B I rT-- 1 --�. x x x- X X XTu—�� � _ - � ^--"- W: NEX[ST_SIQEWALKN "' "'' - - - _ _"' NEXIST_SIDEWALKN �_-------- —= ---— ---�- ----------- ---------�-- Q CD EXIST. LIP 1 M o 7 6 DONNA AVENUE EXIST FLOWLINE B.c. CONSTRUCTION21+5678-0\ STA. r1n f1 2_ N46'59'10"E 268.16' - - - - - - - - -- - - — -- u u 6 7 0 0 _ 7 1 7 7 v� x x �xx x' K=o -x,-- v- - - x ox x P x_ x x x i r C14 R/W N i i 1:y m T I Qlrn x i }¢I� 2 3 i alp o rn �+ I �, + I �+ N N p" � M N UO o� o� N r� cn e� to t:� N c� N + mmomm qjjjjjjjjjjjjjjj� ilmijbi I I Nn A r, O to st M W J w 396 - z a EXIST. GUTTER co 395 m. -- ._ ._...--___.-- _ �_._____..1..___ a �-- FLOWLINE�__ W ----� cn W - ------ -- -- -- S=0.16% LLL i -- w - {------�-- Lo -=-------=--- ! Lo 3941 co WEST FLOWLINE 396 395 394 M J W N 0 -- °.°FINISHED GUTTER N I FLOWLINE --------- --- - - - � � I r- O� M W WN Cy! r, O w + �W _ FINISHED GUTTER -�-- -� Q W 396 FLOWLINE I N ' I : WI -_ -- -- _ --- --- - - - - - -- - - - - — 395 I I 1 394 20 W 21 S=0.14% — — — — — — co 19 EXISTFLOWLINR co I ----�- - �_-.�.��.. ___ - _ _. _.. - _ _ _ coom_ cl) E w 20 w EAST FLOWLINE n�klwll to-AEl I NO Fa- NO tusil M =-I - -- � --t- rn M n -i --_ w.__-_�__ _. T OW � W + W -. r_.__. U N � 396 QIQ-wi �cf)CI395 w 1 394 rn M J W ITEMS OF WORK SEE DESCRIPTION _ DETAIL REMOVE EXIST. CURB AND GUTTER AND OCONSTRUCT 8" CURB AND GUTTER (TYPE sT-1 A). TOP OF CURB AND FLOWLINE ALIGNMENT 18 TO MATCH EXIST. REMOVE EXIST. SIDEWALK, IF APPLICABLE, 2 AND CONSTRUCT COMBINATION TYPE XT -4\ SIDEWALK TO THE DIMENSIONS SHOWN ON 18 THE PLANS _ OCONSTRUCT 6" RETAINING CURB AT BACK AN OF WALK AS NECESSARY - 17- OCONSTRUCT CASE "C" WHEELCHAIR RAMP A88A WITH RETAINING CURB AS NECESSARY PER 19 CALTRANS PLAN A88A OCONSTRUCT CASE "CM" WHEELCHAIR RAMP A88B 5 WITH RETAINING CURB AS NECESSARY PER 19 CALTRANS PLAN A88B SAWCUT, REMOVE, AND REPLACE EXIST. O ,C,D, PAVEMENT TO THE LIMITS SHOWN ON THE 17 PLANS _ OREMOVE EXISTING DRIVE APPROACH AND F 7 CONSTRUCT DRIVE APPROACH TO THE 17 CONFIGURATION SHOWN ON THE PLANS O8 RECONSTRUCT ALLEY CROSS GUTTER D 17 O RECONSTRUCT STREET CROSS GUTTER E 17� � <@RELOCATE, REMOVE & REPLACE, OR ASSURE >PLUMBNESS OF EXIST. ROADSIDE SIGN 18' 11 HYDRANT TO BE RELOCATED BY CALIFORNIA WATER SERVICE NOTES 1. RELOCATE EXIST. YARD FENCES AND/OR GATES AND MAILBOXES IN CONFLICT WITH THIS WORK IN ACCORDANCE WITH THE SPECIFICATIONS. ANY DAMAGES SHALL BE REPLACED WITH LIKE OR BETTER KIND. 2. WATER VALVE BOXES IN CONFLICT WITH THIS WORK SHALL BE ADJUSTED IN ACCORDANCE WITH THE SPECIFICATIONS. 3. PROVIDE 36" MIN. SIDEWALK CI-EARANCE FROM POWER POLES, FIRE HYDRANTS, GUY WIRES, MAILBOXES, STREET LIGHTS, AND STREET SIGNS. 4. CLEAR AND GRUB ANY VEGETATION IN CONFLICT WITH THIS WORK. HOWEVER, ALL PRECAUTIONARY MEASURES SHALL BE TAKEN TO PROTECT EXISTING LANDSCAPING IF POSSIBLE. ANS DAMAGE TO RESIDENTIAL IRRIGATION SYST'EMS SHALL BE REPAIRED OR REPLACED WITH LIKE OR BETTER KIND. RECORD DRAWING CERTIFICATION y�t t - 117 leii ,I lis 5 CITY RECORDS NO.: 24 25�. ?£ 29 U°' O ccn o co Um Cn w 0 0 r JI 00 i 0 '- co C�j � 0 o � T T � �.m U C, I CD LL 0 C'� a Lo � Z__ C)z0 :23�-' cs d Q Z v Lli Q 5 1 Z W W m Q-- Cn O LJ Cc wz < O yU)zCL co Z _ LL W w LL :D O O LTJ w w < z O V J SHEET NO. �0 OF 19 4 ('♦(_/,//�f_/\f s Pej a' M ;x' m F�'-T - Gx �A? . � � - . to I W . JV ' I ' z XI Z co W Cn - L i r v v -1M8a �, - ----�- -- - �- s r I� I T _T JC1�L ----------=— -- —��� co -23 24 25 rl, Mix -------------------- — -------- - - - -- - - — — — — — — — ;lls *%K Ai - } I {Ali 41 X ' U \ \ / AIERffAL I AVENUE9PH, 4 CONTINUED CURVE DATA N0. 16 D = 46 a 25 R = 200.00 L = 161.06' T = 85.18' e 2 3 RAW XI I 10 LLj �— " \ 7 \ EXIST. LIP J � o c°O 2 3 oma` SXDEWALK \\ EXIST. FLOWLINE DONNA-AVEN-U-E o "' M \ E.C. N •� CONSTRUCTION `5 23 STA. 23+17.86 24 NO'50'45"E 184.63' /. - - - — 7 f -- -- - - \ 19 E.C. ' ! EXIST. STA. 23+17.86, 20.00RT. INTERSECTION DONNA AVE. & "�� �� SIDEWALK 6 EXIST. LIP Q '� 3RD ST. (MON'T NOT FOUND) 7c�)Nl tib' RAW �- 7 WLINE NEXIST. FLO oCURVE DATA N0. 19 S + 9 N A VE. D = 46'8'25" - - - - - - - - - - - - - - _ \ g W STA. 12+80.0 3RD ST. M_ R = 220' / `�` -EXIST. SIDEWALK- o d _ P L= 177.17' \ 1 _ I i T = 93.7 �'� �` --�-- -- -- -- -- - - -I- G---- -- -- I-L�-� \ ? CURVE DATA 8" 8 2 3 I I I°� I I 2 3 \ \ D= 89'5738" �~' IST. B.C.R. MATCH EXIST. \ I R=25' -.0 i a I N ( i MATCH EX i -; SCALES 10 020 `a ! w r+ HORIZONTAL: 1"=20' I VERTICAL: 1"=2' 20 5 FlAN O O + O N r 396(... • f- 395 Ico 394 W I Pej a' M ttA m M ro to I M W Q ' I ' z Z co rx_ O ow O W 396 U ___._ N U). ---i 395 co _— � 394 lo W r7 =0.14% M I J i STA. 23+67.62, 20.00RT. ! EXIST. SLIDE GATE Lo N EXIST. GUTTER Ln co ___ u - - rn co f -- - - co - FLOWLINE W - - - - co I J--'------iI J 21— w — — — — — w 1--- - w �- - - -------- - I I � I 23 24 - -- - WEST FLOWLINE l rn M W —j 2 iO 00 fW � c QIP ~ ) M M X to I I N W W W M . cco co = N m U I Q d 4 EXIST. GUTTER_ ._ R_�_ _ _ -� _ " a-. -___--__-- -�_.-_ _ C6 1" I — --- - : - ---------------- I _.co FLOWLINE M M r cn - - - - Ji - Lu W � S=_04 - - FINISHED GUTTER i FINISHED GITTER— -� FLOWLINE I 39.25 Al I FLOWUNE _ __------- --!--------- - - - 23 24 M EAST FLOWLINE i•• 395 394 396 v; w 395 394 t AND CONSTRUCT CONCRETE TROUGH BEHIND SIDEWALK FOR SLIDE GATE. REINSTALL SUDEGATE AND REQUIRED HARDWARE. ITEMS OF WORK SEE DESCRIPTION DETAIL,I REMOVE EXIST. GUTTER AND CURB AND O1 CONSTRUCT 8" CURB AND GUTTER (TYPE 57-1 A). TOP OF CURB AND FLOWLINE ALIGNMENT 18 TO MATCH EXIST. REMOVE EXIST. SIDEWALK, IF APPLICABLE, . O2 AND CONSTRUCT COMBINATION TYPE T-8 I SIDEWALK TO THE DIMENSIONS SHOWN ON 18 THE PLANS O3 CONSTRUCT 6" RETAINING CURB AT BACK ` A&B I OF WALK AS NECESSARY 17 CONSTRUCT CASE "C" WHEELCHAIR RAMP A88 OWITH RETAINING CURB AS NECESSARY PER 19 I CALTRANS PLAN A88A CONSTRUCT CASE "CM" WHEELCHAIR RAMP As86 OWITH RETAINING CURB AS NECESSARY PER 19 CALTRANS PLAN A88B SAWCUT, REMOVE, AND REPLACE EXIST. O ,C,D, PAVEMENT TO THE LIMITS SHOWN ON THE 17 PLANS _ REMOVE EXISTING DRIVE APPROACH AND F O7 CONSTRUCT DRIVE APPROACH TO THE 17 CONFIGURATION SHOWN ON THE PLANS O8 RECONSTRUCT ALLEY CROSS GUTTER D 17 ORECONSTRUCT STREET CROSS GUTTER 17 j 10 RELOCATE, REMOVE & REPLACE, OR ASSURE e PLUMBNESS OF EXIST. ROADSIDE SIGN , 18 11 HYDRANT TO BE RELOCATED BY CALIFORNIA WATER SERVICE NOTES 1. RELOCATE EXIST. YARD FENCES .AND/OR GATES AND MAILBOXES IN CONFLICT WITH THIS WORK IN ACCORDANCE WITH THE SPECIFICATIONS. ANY DAMAGES SHALL BE REPLACED WITH LIKE OR BETTER KIND. 2. WATER VALVE BOXES IN CONFLICT WITH THIS WORK SHALL BE ADJUSTED IN ACCORDANCE WITH THE SPECIFICATIONS. 3. PROVIDE 36" MIN. SIDEWALK CLEARANCE FROM POWER POLES, FIRE HYDRANTS, GUY WIRES, MAIL BOXES, STREET LIGHTS, AND STREET SIGNS. 4. CLEAR AND GRUB ANY VEGETATION IN CONFLICT WITH THIS WORK. HOWEVER, ALL PRECAUTIONARY MEASURES SHALL BE TAKEN TO PROTECT EXISTING LANDSCAPING IF POSSIBLE. ANY DAMAGE TO RESIDENTIAL IRRIGATION SYSTEMS SHALL BE REPAIRED OR REPLACED WITH LIKE OR BETTER KIND. REMOVE & SALVAGE EXIST. FENCE IN CONFLICT WITH THIS WORK AND REINSTALL. ANY DAMAGES SHALL BE REPLACED WITH LIKE OR BETTER KIND. CONSTRUCT CURB, GUTTER, AND SIDEWALK SEE SECTION B �I SLOPE BOTTOM OF TROUGH 6„ ` - -- f 0.5% TOWARDS DRIVEWAY FOR ADEQUATE DRAINAGE. SECTION - SLIDE GATE A SCALE: 1"=2' "� 1 t s�l }dan ill x _ 14, �l iI=1 II RECORD DRAWING CERTIFICATION CITY RECORDS NO.: Pej a' M ttA Lo m M ro to I M W 396 v; w 395 394 t AND CONSTRUCT CONCRETE TROUGH BEHIND SIDEWALK FOR SLIDE GATE. REINSTALL SUDEGATE AND REQUIRED HARDWARE. ITEMS OF WORK SEE DESCRIPTION DETAIL,I REMOVE EXIST. GUTTER AND CURB AND O1 CONSTRUCT 8" CURB AND GUTTER (TYPE 57-1 A). TOP OF CURB AND FLOWLINE ALIGNMENT 18 TO MATCH EXIST. REMOVE EXIST. SIDEWALK, IF APPLICABLE, . O2 AND CONSTRUCT COMBINATION TYPE T-8 I SIDEWALK TO THE DIMENSIONS SHOWN ON 18 THE PLANS O3 CONSTRUCT 6" RETAINING CURB AT BACK ` A&B I OF WALK AS NECESSARY 17 CONSTRUCT CASE "C" WHEELCHAIR RAMP A88 OWITH RETAINING CURB AS NECESSARY PER 19 I CALTRANS PLAN A88A CONSTRUCT CASE "CM" WHEELCHAIR RAMP As86 OWITH RETAINING CURB AS NECESSARY PER 19 CALTRANS PLAN A88B SAWCUT, REMOVE, AND REPLACE EXIST. O ,C,D, PAVEMENT TO THE LIMITS SHOWN ON THE 17 PLANS _ REMOVE EXISTING DRIVE APPROACH AND F O7 CONSTRUCT DRIVE APPROACH TO THE 17 CONFIGURATION SHOWN ON THE PLANS O8 RECONSTRUCT ALLEY CROSS GUTTER D 17 ORECONSTRUCT STREET CROSS GUTTER 17 j 10 RELOCATE, REMOVE & REPLACE, OR ASSURE e PLUMBNESS OF EXIST. ROADSIDE SIGN , 18 11 HYDRANT TO BE RELOCATED BY CALIFORNIA WATER SERVICE NOTES 1. RELOCATE EXIST. YARD FENCES .AND/OR GATES AND MAILBOXES IN CONFLICT WITH THIS WORK IN ACCORDANCE WITH THE SPECIFICATIONS. ANY DAMAGES SHALL BE REPLACED WITH LIKE OR BETTER KIND. 2. WATER VALVE BOXES IN CONFLICT WITH THIS WORK SHALL BE ADJUSTED IN ACCORDANCE WITH THE SPECIFICATIONS. 3. PROVIDE 36" MIN. SIDEWALK CLEARANCE FROM POWER POLES, FIRE HYDRANTS, GUY WIRES, MAIL BOXES, STREET LIGHTS, AND STREET SIGNS. 4. CLEAR AND GRUB ANY VEGETATION IN CONFLICT WITH THIS WORK. HOWEVER, ALL PRECAUTIONARY MEASURES SHALL BE TAKEN TO PROTECT EXISTING LANDSCAPING IF POSSIBLE. ANY DAMAGE TO RESIDENTIAL IRRIGATION SYSTEMS SHALL BE REPAIRED OR REPLACED WITH LIKE OR BETTER KIND. REMOVE & SALVAGE EXIST. FENCE IN CONFLICT WITH THIS WORK AND REINSTALL. ANY DAMAGES SHALL BE REPLACED WITH LIKE OR BETTER KIND. CONSTRUCT CURB, GUTTER, AND SIDEWALK SEE SECTION B �I SLOPE BOTTOM OF TROUGH 6„ ` - -- f 0.5% TOWARDS DRIVEWAY FOR ADEQUATE DRAINAGE. SECTION - SLIDE GATE A SCALE: 1"=2' "� 1 t s�l }dan ill x _ 14, �l iI=1 II RECORD DRAWING CERTIFICATION CITY RECORDS NO.: 0 Qc M `'c� Ad lk MMJ Jo0 L LD(D�- N "' ILL. m L1J O U r) `) � O Lu, cc ' CJ Oq o w :2 Cc (/5 C rcm 0 c- T n Pej a' G ttA $ 0 Qc M `'c� Ad lk MMJ Jo0 L LD(D�- N "' ILL. m L1J O U r) `) � O Lu, cc ' CJ Oq o w :2 Cc (/5 C rcm 0 c- T n r ;m cl) Ciz a ��. oLL Lo �0 Lr) O ��)I�u� Q Lo _ l `° z 0 LU Lo 0 Q ' I ' z r ;m cl) Ciz a ��. oLL Lo �0 Lr) O ��)I�u� Q Lo _ l `° z J LU Lo 0 Q ' Z co W Cn - Cn O UJ L11 w w z < � Z o III z — IZ O }- > LL LiJ ~ O 0 U a z LIJ LLJ < z O U) SHEET NO. cfl OF 19 M 0 It A WE c -A no ME 'mm ITEMS OF WORK 7_1it SEE (D o PHA DESCRIPTION DETA ul 3 REMOVE 2: S EXIST. CURB AND CUTTER AND 77 PH. 5 CONSTRUCT 8" CURB AND GUTTER(TYPE ST -1 A). TOP OF CURB AND FLOWUNE ALIGNMENT18 TO MATCH EXIST. X E3 E3 E3 J, X x REMOVE EXIST. SIDEWALK, IF APPLICABLE, (—X - AND CONSTRUCT COMBINATION TYPE OA. W OH -=.- T c'j 6 E 0 x_x_x 1 11 SIDEWALK TO THE DIMENSIONS SHOWN ON Li o) 7 — — — — — — — — — — — — — — — — — — — — — — P----- ID pt`THE PLANS vNOTES (D opo 0�4 0 _G -G rA&13' G— CONSTRUCT 6" RETAINING CURB AT BACK x -17 7 — — — — — — — — — — — 0 0 1 RELOCATE EXIST. YARD FENCES AND/OR GATES AND OF WALK AS NECESSARY I 17 MAILBOXES IN CONFLICT WITH THIS WORK IN D- - - -D- - - -D- ACCORDANCE WITH THE SPECIFICATIONS. ANY CONSTRUCT CASE "C" WHEELCHAIR RAMP `7 3 __4 A88A — - — - — - — - — - — - — - — — - — - — - f — - — - — - DAMAGES SHALL BE REPLACED WITH LIKE OR BETTER WITH RETAINING CURB AS NECESSARY PER 19 t KIND. CALTRANS PLAN A88A 92. WATER BOXES IN CONFLICT WITH THIS WORK CONSTRUCT CASE "CM" WHEELCHAIR RAMP I WITH RETAINING CURB AS NECESSARY PER A88B ZZ/ - - - - - - - - - - - - - - - - - - - - zZ SHALL BE ADJUSTED IN ACCORDANCE WITH THE 19 II0 - - - - - --- SPECIFICATIONS. CALTRANS, PLAN A88B -7 -------------= `----------- --------- O SAWCUT, REMOVE, AND REPLACE EXIST. 3. PROVIDE 36" MIN. SIDEWALK CLEARANCE FROM POWER CD, An 16 co POLES, FIRE HYDRANTS, GUY WIRES, MAIL BOXES, 1\17� O� PLANS Tx r V) % REMOVE EXISTING DRIVE APPROACH AND x 4 LD X IX TREET t IG TS AND STREET SIGNS T WITH X k'i� 4. CLEAR AND GRUB ANY VEGETATION IN CONFLICT I\ AZ5 < A LL 17 THIS WORK. HOWEVER, ALL PRECAUTIONARY CONFIGURATION SHOWN ON THE PLANS OCONSTRUCT DRIVE APPROACH TO THE pp- -m J," 51 F V MEASURES SHALL BE TAKEN TO PROTECT EXISTING 0 LANDSCAPING IF POSSIBLE. ANY DAMAGE TO RECONSTRUCT ALLEY CROSS GUTTER 4 Lt= STRUCT STREET CROSS GUTTER > (D OR REPLACED WITH LIKE OR BETTER KIND. Lu RESIDENTIAL IRRIGATION SYSTEMS SHALL BE REPAIRED r RECON if X _— (I x I_ \ 17 I — 34 1 1RELOCATE, REMOVE & REPLACE, OR ASSURE um c-, I kz i I I ) ' = �.Li 1 0 cc) <@> PLUMBNESS OF EXIST. ROADSIDE SIGN REMOVE EXIST. DRIVE APPROACH AERHAIL ����\�� S=IET AND CONSTRUCT DRIVE APPROACH HYDRANT TO BE RELOCATED BY CALIFORNIA IOU 4, O4 c� m TO THE CONFIGURATION SHOWN WATER SERVICE .0 Or: CL cc C) AND IN ACCORDANCE WITH THE C) C) c� c� C) C� CD In C) Lo C) ':::� CITY STANDARDS SEE DETAIL /6-_I� CONSTRUCT CASE "F" UO U-1 c� C4 c� WHEELCHAIR RAMP PER Q31L'Fj1F=[Ev no P 1= 5<- '=' V) m c) C4 U -j c) C) >< 1 C-4 4 Lu 0 < = " c) -1 - CALTRANS PLAN PH. 4 U- m + C) c) 20 C) '6 _.: __k 0 C:) u') -: - I I -. - J I C) C) N%"I'l, - )ETAIL rA88 0 1 M PH. 5 X < MX� C) w< SAWCUT EXIST CURB 10 \z °opo° c< —3 TO rAMCADU TO NEW 4 II CD I I x I I RAW WHEELCHAIR RAMP C! L-1 - - - -'t \ 14 + — — — — \L — — — - — — — — — — — -- — — — li < 0 EXIST. FLOWLINE — — — 10 EXIST. UP S79*10'50"E 170.00, 3 t I I EXIST. LIP CD 0" 04 x\yjEXIST. FLOWLINE 7 _zz % 4 0 x RAW i\ 2 3 <SAWCUT EXIST CURB REALIGN TO CONFORM TO NEW EXIST. FENCE WHEELCHAIR RAMP GUY WIRE REQUIRES x RELOCATION TO BACK OF SIDEWALK SCALES 10 0 20 40 HORIZONTAL: 1"-=20' VERTICAL: 1 =Z 20 5 396 mT6)---- - -- -7 oq EXIST. GUTTER co co FLOWLINE m 395 U.1 -12 394 393 1 396 395 394 393 rn co ..j ui EXIST. GUTTER - ( Cp c) FLOWLINE OVA - Lu INTERSECTION 2ND ST. & O 396 T- ST. (MON'T NOT FOUND) O STA. 3+86.00 2ND ST. SE F- W 395 STA. 17+87.65 "T" ST. Lu 9 co w .......... Cp c) OVA - Lu INTERSECTION 2ND ST. & O 396 T- ST. (MON'T NOT FOUND) O STA. 3+86.00 2ND ST. SE F- W 395 STA. 17+87.65 "T" ST. Lu PLAN to CD Lo u") >< n + + ui + Lo Lo =ro -0 b 2 3 m C)C=) CD CD pr -lb Zf zi 0 < -:b L_x� �7/_X_x_ 6 n' -4' OH oFf �J= Z, 00 G 1 OH L L _OH__v EXIST. IMPROVEMENTS Z� JI 11 1 6 A PER PH. 1 A D- 6 S79*1050"E 310.00'A- 7 --R0 : 0 or E.C.R. 2ND STREET STA. 5+56.00, 20.00RT. CONSTRUCTION r_ 0 - 777-7) DETAIL cr E IL F1 P T I SCALE: 1"=6' + Lo EXIST. GUTTER "' E co FLOWLIN a>c3 0) c,co ----------- 4 5 NORTH FLOWLINE (D Ln uj uj m 00 Lu_j C> c; C) to vi + Lu I (o >; LLJ _j c) M Lu _s=_ .10% Lu S=-0-10% 9.27' ALO LL 4 5 SOUTH FLOWLINE PROIFMIE 214D S=JET S=-0.14% J TYPICAL ALLEY cn co m co CROSS GUTTER co -i FINISHED GUTTER - FLOWLINE S=-0.14% Cp u� Lu Lu O 396 + O C=) SE F- W 395 c.6 C'4 Lu of c (�6 6 + Lo EXIST. GUTTER "' E co FLOWLIN a>c3 0) c,co ----------- 4 5 NORTH FLOWLINE (D Ln uj uj m 00 Lu_j C> c; C) to vi + Lu I (o >; LLJ _j c) M Lu _s=_ .10% Lu S=-0-10% 9.27' ALO LL 4 5 SOUTH FLOWLINE PROIFMIE 214D S=JET S=-0.14% J TYPICAL ALLEY cn co m co CROSS GUTTER co -i FINISHED GUTTER - FLOWLINE S=-0.14% 11 i 7 1,8 1 R u� Lu Lu O 396 + O C=) SE F- W 395 c.6 C'4 F- U) w of c Lo ck� FINISHED GUTTER -3 m co d cn Ld FL OWUNE Lu 0 S=-0.10% 0) TYPICAL ALLEY W EXIST-. -GUTTER W FLOWLINE CROSS GUTTER 11 i 7 1,8 1 R T1:j cf) WW 1 395 co. 394 0.) -1393 Lu rn O U) O 396 + ME (o co C-) SE F- W 395 V) F- U) w W 394 0 w U) --A 393 T1:j cf) WW 1 395 co. 394 0.) -1393 Lu (Z Ll Li— (D1cO&� z IoI C c -"-o E- 0 0 0 ID c� C:, c N cl-i -zy 0 c -0 ILL LLJ Z < G \ — — b 1A 100 W' L Lu > LL LIJ 0 0 F_ B T El B E3 N Xd� (j) 7 Z Z LU < C\j DETAIL C Lu SCALE: 1"=6' cf) RECORD DRAWING CERTIFICATION SHEET NO. I � L9I-= OF 71" 4 W4 'A 11 It I ki 7. iV lei, oto _4 19 CITY RECORDS NO.: )3 24 25 7 29 jo 77 --A 0.10% 0 Al Z� (z) C:) C) C�'n Z o moo— C-�4 8.33% c1*11 C14 cl 0 0 :c 0 I zi �j 1 0 C�10 1-7 10, r_ co E c/) o C) C:) C) 0 Lo If co U) 0 < c) co I < ri n z __j 7 u iLn co co DETAIL 1 < 0 "ttz (12 z 6 LIJ SCALE: 1"= 8 5 [jj Crl LL Jz LL 0 Lu 0 0.10% tx ZA Lij z < (Z Ll Li— (D1cO&� z IoI C c -"-o E- 0 0 0 ID c� C:, c N cl-i -zy 0 c -0 ILL LLJ Z < G \ — — b 1A 100 W' L Lu > LL LIJ 0 0 F_ B T El B E3 N Xd� (j) 7 Z Z LU < C\j DETAIL C Lu SCALE: 1"=6' cf) RECORD DRAWING CERTIFICATION SHEET NO. I � L9I-= OF 71" 4 W4 'A 11 It I ki 7. iV lei, oto _4 19 CITY RECORDS NO.: )3 24 25 7 29 jo AERHAL 2"N'D STREET COHTm\\T=1D) 0F�F� 9MFU�V �,0 No PHswum. 4 i = N -j I PH.m i' EXISTING IMPROVEMENTS I \ v PER PH. 1A i Li (n 's - - - 1-EXIST.SIDEW) _ -_-L---I---- DHL-- —SOH -- — ---p-- i rn I c I c- STREET CROSS GUTTER jl�J z REMOVED PER PH. 1A D - D7---- - D D - -- - - S79'10'50"E 310.00 �Y -f INTERSECTION 2ND ST. & DONNA nn 6 AVE. (MON'T NOT FOUND) V�J 1 w STA. 6+96.00 2ND ST. w z STA. 17+34.56 DONNA AVE. - - a4°�-----�-� 0 \ � C) 21 oho 4 z --- i r, v r` w omea C-4 o �Z� I 6 16, 3 CD X Q I I m�w_ ��I� lJ m F- �o U (a O 396 0 - -- �- (o� I OD 395�IQ-I j� co awco co - I 2W W W I 394U LU - FINISHED GUTTER' s, 1- cA FLOWLINE (PH. 1 393 +'W ^ N ` T F - Q W F -W rn cf)w = W= - Ed w I�Q o 396 < O � 395 -.C) m I 394 -- -- -- � j ai I 3931 _ w 1 + R cl� L "¢ T w� PH=Ajq e 00 N �M N W J C-) = w I-- 39.27' unniry n0nir ADDDnnr'U i EXIST. 10' SEWER EASEMENT co c� 0o0CONSTRUCT 10' DRIVE APPROACH 0+0 IN NEW LOCATION. INSTALL cr- [lL/lkl^ nA= AT rrkirr 1 wr oft 4, -- -"'---- ------"' ---_ - --- � \� REMOVE EXIST. DRIVE APPROACH & SLIDE GATE & CONSTRUCT nn nn nn FENCING AT BACK OF WALK �1 —D-5- s S79'1O'50"E 304.00' L� O 2ND STREET 1 CONSTRUCTION - - - - - EXIST. LIP nn nn nn EXIST. FLOWLINE u 0 0 N O O m CD 00 F- F- V) i EXIST4' GUTTER co _------FLOWLINE cov Lu FINISHED GUTTER FLOWLINE NORTH FLOWLINE M M O N Cn W Ld �w J M = W tU— O 00 oq X O w II + j w f 00 a r EXIST. GUTTER i 00 FLOWLINE� Q -��- W N J Cn - - - - --- W -- _ S= - I FINISHED GUTTER ONG I FLOWLINE to N r7 J W O 0 I 07% ITEMS OF WORK SEE DESCRIPTION DETAIL REMOVE EXIST. CURB AND GUTTER AND CONSTRUCT 8" CURB AND GUTTER (TYPE I s7-1 A). TOP OF CURB AND FLOWLINE ALIGNMENT', 18 TO MATCH REMOVE EXIST. SIDEWALK, IF APPLICABLE, OAND CONSTRUCT COMBINATION TYPE ST -8 SIDEWALK TO THE DIMENSIONS SHOWN ON 18 THE PLANS OCONSTRUCT 6" RETAINING CURB AT BACK A&B OF WALK AS NECESSARY 17 OCONSTRUCT CASE "C" WHEELCHAIR RAMP - 4 WITH RETAINING CURB AS NECESSARY PER AWA CALTRANS PLAN_A88A _ 19 CONSTRUCT CASE "CM" WHEELCHAIR RAMP A88e WITH RETAINING CURB AS NECESSARY PER 19 CALTRANS PLAN A88B__ O-- SAWCUT, REMOVE, AND REPLACE EXIST. 00, PAVEMENT TO THE LIMITS SHOWN ON THE 17 _ PLANS REMOVE EXISTING DRIVE APPROACH AND F 7OCONSTRUCT DRIVE APPROACH TO THE 17 CONFIGURATION SHOWN ON THE PLANS 8O RECONSTRUCT ALLEY CROSS GUTTER 1 O9 RECONSTRUCT STREET CROSS GUTTER ; e RELOCATE, REMOVE & REPLACE, OR ASSURE 1, 10 PLUMBNESS OF EXIST. ROADSIDE SIGN 18 11 HYDRANT TO BE RELOCATED BY CALIFORNIA WATER SERVICE NOTES 1. RELOCATE EXIST. YARD FENCES AND/OR GATES AND MAILBOXES IN CONFLICT WITH THIS WORK IN ACCORDANCE WITH THE SPECIFICATIONS. ANY DAMAGES SHALL BE REPLACED WITH LIKE OR BETTER KIND. 2. WATER VALVE BOXES IN CONFLICT WITH THIS WORK SHALL BE ADJUSTED IN ACCORDANCE WITH THE SPECIFICATIONS. 3. PROVIDE 36" MIN. SIDEWALK CLEARANCE FROM POWER POLES, FIRE HYDRANTS, GUY WIRES, MAIL BOXES, STREET LIGHTS, AND STREET SIGNS. 4. CLEAR AND GRUB ANY VEGETATION IN CONFLICT WITH THIS WORK. HOWEVER, ALL PRECAUTIONARY MEASURES SHALL BE TAKEN TO PROTECT EXISTING LANDSCAPING IF POSSIBLE. ANY DAMAGE TO RESIDENTIAL IRRIGATION SYSTEMS SHALL BE REPAIRED OR REPLACED WITH LIKE OR BETTER KIND. SCALES 10 0 20 40 HORIZONTAL: 1"=20' VERTICAL: 1"=21 20 5 + 0) Q� Co W 396 -- -- - - w --- --- ----_;-- C�co1 395 W Q . I 394 1 393 9 J Lu N M r7 LU Lu w o o -- . 396 x i + 1 + w + 00 I -cy) -- ---- - - Q W 395 M U a H Q W rn W (n M (n ch W J W _ T VJ =-0.18%--._._._�__�_- _-� -------.--.__ -- W 394 CAL ALLEY "' " H �� SS GUTTER ! 393 7 8 (n— 9 -- ---- - - -'- SOUTH FLOWLINE PROFMIE 1214D S=IET (cO1q7mq=D 4A 10 T 12 13 14 N 17 tLM II I V 11 11 i L Ll &ER�AL o DONNA AVEN=g PHo .5 INTERSECTION 2ND ST. & DONNA AVE. (MON'T NOT FOUND) STA. 6+96.00 2ND ST. STA. 17+34.56 DONNA AVE. - - - - - - - N10'49'10"E--- - - --- - 17 DONNA AVENUE t G� 6 CONSTRUCTION 1 � I -------.- ----�_ Lel xI,j-X X-- I° N iI 4 � II I �n o II Imo, 2 3 0 10�� 0 t" it I o I N 00 + in I CV to w + �I + co o ¢ co c --)j v~i Q N m PLAN e DONNA AVENUE9 TIH, .5 00 N N M d= � rn °' > cn W X � UCD r r- co m M N X d= N 1• M w cc 39.27' unniry n0nir ADDDnnr'U i EXIST. 10' SEWER EASEMENT co c� 0o0CONSTRUCT 10' DRIVE APPROACH 0+0 IN NEW LOCATION. INSTALL cr- [lL/lkl^ nA= AT rrkirr 1 wr oft 4, -- -"'---- ------"' ---_ - --- � \� REMOVE EXIST. DRIVE APPROACH & SLIDE GATE & CONSTRUCT nn nn nn FENCING AT BACK OF WALK �1 —D-5- s S79'1O'50"E 304.00' L� O 2ND STREET 1 CONSTRUCTION - - - - - EXIST. LIP nn nn nn EXIST. FLOWLINE u 0 0 N O O m CD 00 F- F- V) i EXIST4' GUTTER co _------FLOWLINE cov Lu FINISHED GUTTER FLOWLINE NORTH FLOWLINE M M O N Cn W Ld �w J M = W tU— O 00 oq X O w II + j w f 00 a r EXIST. GUTTER i 00 FLOWLINE� Q -��- W N J Cn - - - - --- W -- _ S= - I FINISHED GUTTER ONG I FLOWLINE to N r7 J W O 0 I 07% ITEMS OF WORK SEE DESCRIPTION DETAIL REMOVE EXIST. CURB AND GUTTER AND CONSTRUCT 8" CURB AND GUTTER (TYPE I s7-1 A). TOP OF CURB AND FLOWLINE ALIGNMENT', 18 TO MATCH REMOVE EXIST. SIDEWALK, IF APPLICABLE, OAND CONSTRUCT COMBINATION TYPE ST -8 SIDEWALK TO THE DIMENSIONS SHOWN ON 18 THE PLANS OCONSTRUCT 6" RETAINING CURB AT BACK A&B OF WALK AS NECESSARY 17 OCONSTRUCT CASE "C" WHEELCHAIR RAMP - 4 WITH RETAINING CURB AS NECESSARY PER AWA CALTRANS PLAN_A88A _ 19 CONSTRUCT CASE "CM" WHEELCHAIR RAMP A88e WITH RETAINING CURB AS NECESSARY PER 19 CALTRANS PLAN A88B__ O-- SAWCUT, REMOVE, AND REPLACE EXIST. 00, PAVEMENT TO THE LIMITS SHOWN ON THE 17 _ PLANS REMOVE EXISTING DRIVE APPROACH AND F 7OCONSTRUCT DRIVE APPROACH TO THE 17 CONFIGURATION SHOWN ON THE PLANS 8O RECONSTRUCT ALLEY CROSS GUTTER 1 O9 RECONSTRUCT STREET CROSS GUTTER ; e RELOCATE, REMOVE & REPLACE, OR ASSURE 1, 10 PLUMBNESS OF EXIST. ROADSIDE SIGN 18 11 HYDRANT TO BE RELOCATED BY CALIFORNIA WATER SERVICE NOTES 1. RELOCATE EXIST. YARD FENCES AND/OR GATES AND MAILBOXES IN CONFLICT WITH THIS WORK IN ACCORDANCE WITH THE SPECIFICATIONS. ANY DAMAGES SHALL BE REPLACED WITH LIKE OR BETTER KIND. 2. WATER VALVE BOXES IN CONFLICT WITH THIS WORK SHALL BE ADJUSTED IN ACCORDANCE WITH THE SPECIFICATIONS. 3. PROVIDE 36" MIN. SIDEWALK CLEARANCE FROM POWER POLES, FIRE HYDRANTS, GUY WIRES, MAIL BOXES, STREET LIGHTS, AND STREET SIGNS. 4. CLEAR AND GRUB ANY VEGETATION IN CONFLICT WITH THIS WORK. HOWEVER, ALL PRECAUTIONARY MEASURES SHALL BE TAKEN TO PROTECT EXISTING LANDSCAPING IF POSSIBLE. ANY DAMAGE TO RESIDENTIAL IRRIGATION SYSTEMS SHALL BE REPAIRED OR REPLACED WITH LIKE OR BETTER KIND. SCALES 10 0 20 40 HORIZONTAL: 1"=20' VERTICAL: 1"=21 20 5 + 0) Q� Co W 396 -- -- - - w --- --- ----_;-- C�co1 395 W Q . I 394 1 393 9 J Lu N M r7 LU Lu w o o -- . 396 x i + 1 + w + 00 I -cy) -- ---- - - Q W 395 M U a H Q W rn W (n M (n ch W J W _ T VJ =-0.18%--._._._�__�_- _-� -------.--.__ -- W 394 CAL ALLEY "' " H �� SS GUTTER ! 393 7 8 (n— 9 -- ---- - - -'- SOUTH FLOWLINE PROFMIE 1214D S=IET (cO1q7mq=D 4A 10 T 12 13 14 N 17 tLM II I V 11 11 i L Ll &ER�AL o DONNA AVEN=g PHo .5 INTERSECTION 2ND ST. & DONNA AVE. (MON'T NOT FOUND) STA. 6+96.00 2ND ST. STA. 17+34.56 DONNA AVE. - - - - - - - N10'49'10"E--- - - --- - 17 DONNA AVENUE t G� 6 CONSTRUCTION 1 � I -------.- ----�_ Lel xI,j-X X-- I° N iI 4 � II I �n o II Imo, 2 3 0 10�� 0 t" it I o I N 00 + in I CV to w + �I + co o ¢ co c --)j v~i Q N m PLAN e DONNA AVENUE9 TIH, .5 00 N N M d= � rn °' > cn W X � UCD r r- co m — m X N N cc W C) 0 r � mc) Oc-jnoc) ? co Ll u CQ (y) c 0 `ct) U o 0 w W w M d tC> w j ro re)co v I o Lq to XM � M M r7 M I .r crd w FINISHED GUTTER w `t w wCD I °� 395 FLOWLINE N w -_ 395 —_------- -�� , �. A w m(n w W S=0.09% W - C-0 S=0.09% - - - - N S=0.09% 394 394 ___________l__ _ _____ .._..��_____. � "' EXIST. GUTTER 39.27' ALONG I n 393 6 FLOWLINE W 17 - 393 - - - o I � II EAST FLOWLINE II o PRORIJE D0NNk 9 PH, 5 c) " IL o a o �" Io' z(----- W Lo O 1 6 5 8 13i06 s7 (Y) �/ J ti 0.18% — — — J oc 1 Lu M CL ` `9 Dc� O O a a 1� 8.33%I I ° 4° �� ° o n�. c�oo� ° N 6' C -j ACJ O- O Lu OC)0 OOOO -°10 r -r ' LL N I m O W2 0- 10 uj ILL kms/ \✓� / 7 I i' > Oui O W aCC - DETA IL A SCALE. 1`=6 13 Z W < f z U) c\j 15 16 17 18 19 20 21 22 23 24 2 RECORD DRAWING CERTIFICATION SHEET NO. oil OF 19 CITY R CORDS NO.: 8 an �m '0 ■ 'M■ 21 C 93MMIEV � g 77 / /in/ k / / / y N k R / `sc / OH MIJNWSIJMIFWIJWi 0 I I � I OH FL r I --=-- --------- --- ---- —/Zz ----------------------- - --- 77 77 p I r • Tr Fr 4 ., 1 (. w z ].�.k'6 ., ,. ;. � 1„�... ' I :�L- ., , �, _'..,. ��.::;n,.; vz�kP,.�, s_ .z� :ti ._ it REPAIR EXIST. CATCH BASIN / �\ I 1 :hm S=IET OaNalfquED M PER THE SPECIFICATIONS 01 M 0 1 W 0 AND CITY STANDARDS SEE DETAIL A J N 13 0o x oo 4. CURVE DATA NO. 25 \ C) W o m W ," / / CURVE DATA NO. 22 N = N / / = z J D = 3670 0 \ ,' /off/ o " v I / / c� o Q o R = 209.570, i EXIST. 10 D = 79'2712 cto- < cp i - / �- ~ o L = 132.29' / .� o I ' - R= 20.00' X 00 M -7 / 11 �' m N \/ SEWER EASEMENT N r LL, L=27.73 _� I / 25 I �\ ,;;o= T=68.43 rrn `� �� �� N �� T = 16.62 v / I z ¢ � / / a ►� CURVE DATA NO. 24 �; m^ �¢ d / \ OOW cn� \ , f ," I ooh 2 3 c~n m v~i / 1 \ ¢ vo W w + �' ± \ �.' ,' ,�/ N D = 90°0 0 N 10 o I: o I o= I R= 27.00' M o_H— / \ cn� � f ,�,/ �►a- L=42.41' o -_0 — off M V) 7 I 2 3 �� /' /� °° `� R/W 7 T = 27.00 /--OH \\�_ OH ----"OH —fCi Q ------- //I 22 ILIuL1I 1 6 3 w_^ EXIST. FLOWLINE��-- - _ - _ __ �� - - __ - __ ----- -----------� ��_ _ - 4 / EXIST. LIP - - - - - 24 0 G - G G — G - G G G �---�- - oCD N ��l 1/�S7g70 5 ;E 3 - - -- D -- Q - D -- D D— D D 04.00 - �1 - - - S89'11'44"E 329.27 - - - — - 12 - - - - - -- - - - - - 1I-- I INTERSECTION 2ND ST. & $ "U" ST. (MON'T NOT FOUND) 2ND STREET ' &�n -_ _l I STA. 10+00.00 2ND ST. 1 6 0 0 CONSTRUCTION 5 `tee 5 MATCH EXIST. I z I o - h STA. 11+92.45, 20.00RT. EXIST. LIP 10 u- — 3 0 '�► �- STA. 16+80.87 "U" ST. _ _ I �- U' V) v o ,u _ _ -._ -_ . - _. - - - - - - - -- �f EXIST. FLOWLINE -�1� — 4 � �- o 2 3 ^'�.$e - - ------L-------- o o Z> w <\/� rnl co 23 ,�------- IZ z Na I �,� _ - -EXIST. SIDEWALK- - - - - - - - I N ~ N � Q ^ \ 4 Z'� 4 f 3 0 � — a°x x x x- —x - - - - �- \ o o ai o -.t ' B.C.R. --------�-- -- -- ------7-�-�- -- ---�\) w M Z I CURVE DATA N0. 23 6 J SAWCUT EXIST CURB 10 0 1 E.C.R. I I R/W I I SAWCUT EXIST CURB cn o D = 79'59'6" m STA. 11+52.98, 20.0013T. I TO CONFORM TO NEWM o _ r , N �i STA. 11+83.45, 20.00RT. TO CONFORM TO NEW t 0 WHEELCHAIR RAMP x � I " R - 20.00 2 3 E.C.R. I 20 l B.C.R. WHEELCHAIR RAMP ,'�l Z cn �' I L = 27.92' x I I r U T = 16.78' STA. 11+57.91, 25.87RT. ' I �o STA. 11+78.52, 24.13RT. II ro + I�11 II III o IIS III I X11 �I 0 I I I I I 10 0 20 SCALES 0 LS � I LJ L1 0 W N HORIZONTAL: 1"=20' o pct' CN20 5 � VERTICAL. 111=21 � rn N c Ki M (� J F- ww w w w w M Lo co W = W W (� 396 ._! 4n oS_ �__ -- _. N _ �. rn_ rn �- ca ¢ c� yrs -� -- - - —�— -- o� __ � _� � T w _ �_ - -- I ._ C14 r . — co 17 W X o04 K) d fn N + J —� J I F- L.1.1 w �F I+ I iX + I 1 N w w w M Q CA �� rn �; 395 _ �___ __ 7 s .�___�.--- --- - -�--EXISI-GUTfER-------- - � . I Vic.,-- I ii m v~i I w w¢ fa_ �' FLOWLINE ---- ------------m N-- - I w w S=-0.07% I S=0.14% - M � W ' 394 _ f -_---.._-.. _ _. �_ N _ w�- - - - -!- - - - - - - --- - - - -_ -__ S=0.12% FINISHED GUTTER 5=0.12— _— m - I oo �- �._... 42.41=' ALO- I M ”' m w M t 1 FLOWLINE w I 393 �. _ Q' w rn rn rn 33 _ �_ � _ .�.�r)._ ..__,__ __ 1�0 —_ i ____- _ _-- -�_---__-W _�.._-_-----_____.__1'1_ ______ ___. �_ ___ _— - "' 12 113 w w w w NORTH FLOWLINE 27.73' ALONG c� � � M M W J J W 00 L 'n -T— - ---------- --I - - rn- - - N i j j I N j 00W I jj li I + i1 i m Al EXIST. GUTTER "� v � jI � �' '" � I U W m V) l J W P - ----- FLOWLINEV-- -- W "� -- - - -- - - - -- '-�S S=0.12% S=0.12% - S=0.12% -- - FINISF ED GUTTER Ico FLOWLINE TYPICAL ALLEY __-_ _._-GROSS--GUTTER- w - __-_12 SOUTH FLOWLINE I I I � V 4 ' ' .:. !w a) I f *C5 !_� I rn ri AN a�_ I ' zJ M Lu)y (3)LL- Q cz U W 396: .0 _ \ Lo M U) J W u7 co IiJ ro M M M �'i:Ec ,Lq i - 395[`� W i �___ x n n W _U_ '�? __ . —1 ,moo _w_ J � ! CL + _- W z > I <ui \�ass���\\aNN a W N m I �I m W m w w E :� w - - - - - 394LU - - -- r'- - -- - S=012% - - - IC CLZ §W W I F- W t 1.00'; 27.92' ALONG � 393 m __-- -10 � � M M W J J W 00 L 'n -T— - ---------- --I - - rn- - - N i j j I N j 00W I jj li I + i1 i m Al EXIST. GUTTER "� v � jI � �' '" � I U W m V) l J W P - ----- FLOWLINEV-- -- W "� -- - - -- - - - -- '-�S S=0.12% S=0.12% - S=0.12% -- - FINISF ED GUTTER Ico FLOWLINE TYPICAL ALLEY __-_ _._-GROSS--GUTTER- w - __-_12 SOUTH FLOWLINE I I I � V 4 ' ' .:. !w a) I f *C5 !_� I I I 5 AN a�_ I ' - - 11 I11,041101 ON '' 4 1;3 396 395 394 393 396 395 394 393 ITEMS OF WORK SEE -1 DESCRIPTION --DETAIL- REMOVE ETAILREMOVE EXIST. CURB AND GUTTER AND OCONSTRUCT 8" CURB AND GUTTER (TYPE ST -1 A). TOP OF CURB AND FLOWLINE ALIGNMENT 18 i TO MATCH EXIST. REMOVE EXIST. SIDEWALK, IF APPLICABLE, OAND CONSTRUCT COMBINATION TYPE sT— SIDEWALK TO THE DIMENSIONS SHOWN ON 18 THE PLANS 3OCONSTRUCT 6" RETAINING CURB AT BACK &17 OF WALK AS NECESSARY CONSTRUCT CASE C WHEELCHAIR RAMP A88A O4 WITH RETAINING CURB AS NECESSARY PER 19- I CALTRANS PLAN A88A OCONSTRUCT CASE "CM" WHEELCHAIR RAMP A88B 5 WITH RETAINING CURB AS NECESSARY PER 19 CALTRANS PLAN A88B _ _ SAWCUT, REMOVE, AND REPLACE EXIST. O6 PAVEMENT TO THE LIMITS SHOWN ON THE , PLANS 17 REMOVE EXISTING DRIVE APPROACH AND OCONSTRUCT DRIVE APPROACH TO THE 17 CONFIGURATION SHOWN ON THE PLANS � OD8 RECONSTRUCT ALLEY CROSS GUTTER 17 E I O RECONSTRUCT STREET CROSS GUTTER 17 RELOCATE, REMOVE & REPLACE, OR ASSURE 1, 10 PLUMBNESS OF EXIST. ROADSIDE SIGN 18 11 HYDRANT TO BE RELOCATED BY CALIFORNIA WATER SERVICE NOTES 1. RELOCATE EXIST. YARD FENCES AND/OR GATES AND MAILBOXES IN CONFLICT WITH THIS WORK IN ACCORDANCE WITH THE SPECIFICATIONS. ANY DAMAGES SHALL BE REPLACED WITH LIKE OR BETTER KIND. 2. WATER VALVE BOXES IN CONFLICT WITH THIS WORK SHALL BE ADJUSTED IN ACCORDANCE WITH THE SPECIFICATIONS. 3. PROVIDE 36" MIN. SIDEWALK CLEARANCE FROM POWER POLES, 'FIRE HYDRANTS, GUY WIRES, MAIL BOXES, STREET LIGHTS, AND STREET SIGNS. LEAK AN GU IN 4. C D GRUB ANY VEGETATION CONFLICT T WITH THIS WORK. HOWEVER, ALL PRECAUTIONARY MEASURES SHALL BE TAKEN TO PROTECT EXISTING LANDSCAPING IF POSSIBLE. ANY DAMAGE TO RESIDENTIAL IRRIGATION SYSTEMS SHALL BE REPAIRED OR REPLACED WITH LIKE OR BETTER KIND. RECORD DRAWING CERTIFICATION 3-1 RMA CITY RECORDS NO.: 24 2 29 30 L 4 ' ' .:. !w a) "- ch c f *C5 !_� t n Lu N Lu 4 cr 3 (,NJ cr U 0 o I O �) zO 0 Q.) LL f *C5 !_� Awk n AN a�_ U zJ (3) Lu)y (3)LL- Q cz U m W CD 0 T \ (D 0 U) u7 co IiJ j rr 4iI- .5 b �'i:Ec M a- W 4, O cfj o CL m�oLc C m a O U) C.) �U Q I O �) zO 0 Q.) LL f *C5 !_� z zJ Li 0 Lo ('6O Q U \C 7 C7 c/) j rr z W M a- W � O W W W z < Y clj Z O mza� C' LL O Lu :� :� Lu LL �- O O W U IC CLZ §W F- W EL � I- cf) N SHEET NO. Cfl (�3 OF 19 I '71 E, w. ,4 I 27, \ t' X I I 1 \ \� X _x x x x -- LL —_ ITEMS OF FORK _ —SEE k _ max\xDESCRIPTION DETAIL I J-------- - - - - - - - - - - - -- -- --\�,� - _w_�' w �' w " w �w ���- -,: w �- � \�" � °� �' x � REMOVE EXIST CURB AND GUTTER AND CONSTRUCT 8" CURB AND GUTTER (TYPE S-1 A). TOP OF CURB AND FLONJNE ALIGNMENT 18 TO MATCH EXIST. 18 1920 _ - %-- - - - - - - - - i - - - - -- - - - - - - -I - - - - - --@--- - -� ` REMOVE EXIST. SIDEWALK, IF APPLICABLE, AND CONSTRUCT COMBINATION TYPE T- / 2� O SIDEWALK TO THE DIMENSIONS SHOWN ON 18 THE PLANS " _ --'- --4---- -----._ vv /L----------- ----- _ O CURB AT BACK e \ /-__--__---_----_ � - � / CONSTRUCT RETAINING °� /L------- -----=-----\ OF WALK AS6NECESSARY 17 I \ 3 - --- �\ - - �; CONSTRUCT CASE "C" WHEELCHAIR RAMP AsBA .���,A T - --n -- °�/ o 4 WITH RETAINING CURB AS NECESSARY PER I 19 _ I--1=-. - CALTRANS PLAN t I. CONSTRUCT CASEA$CM" WHEELCHAIR RAMP A88B \\ 5 WITH RETAINING CURB AS NECESSARY / \ \ / ° PER 19 > \ ` \ CALTRANS PLAN A88B _ / /^''\ n' y)a/ % r 1 SAWCUT REMOVE AND REPLAC y l o , v r I 6 PAVEMENT TO THE LIMITS SHOWN ON THE , si > \ 17 1\ 1 \ t, g� PLANS i l I / APPROACH AND ~1 \ \ REMOVE EXISTING DRIVE i 7 CONSTRUCT DRIVE APPROACH TO THE F I y� Ali CONFIGURATION SHOWN ON THE PLANS 17 I RECONSTRUCT ALLEY CROSS GUTTER21 D j \ \ iL IL - % RECONSTRUCT STREET CROSS GUTTER E AEPJAL99U99 � 17 o J LJ J J J 0 0 0 o 1p o O RELOCATE, REMOVE &REPLACE OR ASSURE e 0 0 0 0 0 o CURVE DATA N0. 26 10 PLUMBNESS OF EXIST. ROADSIDE SIGN 18 N ,� N Cl N N N D= 43'49'6" I _ o >- ami >- � c ao ao of R = 80.00' HYDRANT TO BE RELOCATED BY CALIFORNIA CURVE DATA NO. 22 CURVE DATA NO. 27 ¢ d MODIFY EXIST. SLIDE GATE TO Q ¢ C° � o a? N 11 � + + + WATER SERVICE �' CONFORM TO RECONSTRUCTED' oo W a, M N ad L = 61.18 + + + . t + + T = 32.17' D= 79'27'12" \ D= 26'56'37" I oo I I DRIVE APPROACH I O I o� � I 0 0 0 20 I► o 0 ' J \ ' +1� — Q D Q = n Q N N N N N �— R = 20.00 Cl (p �' R = 229.57 w o \ O 1 rn yt ¢ c� v~i c� c~n i� N d 1 o NOTES L= 27.73 L= 107.96 1 ►- 7 I 7 7 ( cS ¢ d d r Q ::e CURVE DATA N0. 28 0 oN \ f r -D 7 w cn 2 3 R W m •- U) c 16 i-- V) f" o T = 16.62 _ k T = 55.00 I �`' I I I / I I I I °o am v' °° v' w cn I m cn u; cn D = 36`55 38 N 1. RELOCATE EXIST. YARD FENCES AND/OR GATES AND y 1 ------ I --�- j'-' -- I -- - -- -- I I-- -- -- - -- -- --- I R = 100.00' MAILBOXES IN CONFLICT WITH THIS WORK IN 7 ' _ o y ^ai : x_ =a x x x x _ 1, -_ �` L = 64.45' CURVE DATA N0. 29 o ACCORDANCE WITH THE SPECIFICATIONS. ANY + _ D 83'6'32" I . e o _ v _T 33.39 / DAMAGES SHALL BE REPLACED WITH LIKE OR BETTER �\ �_ _ 000Q mak\ \ °° N R - 27.27' KIND. d _ _ _- -- -_ ._ --_- - _ - `-- - - _ -- - - - - - - - - - --- v +___� __ - - - ''�'s- X L = 39.56' v>< w w w w w - w w- w-- T 2. WATER VALVE BOXES IN CONFLICT WITH THIS WORK wN �/' • X �'� T 24.17 �» ``vim, w N SHALL BE ADJUSTED IN ACCOFDANCE WITH THE STREET 1 6 5 nnn \ / 27 5- o ' � 10 I I SPECIFICATIONS. 395 _ 394 393: 395. _. N 394 393. _ % 18 CONSTRUCTION 19 _ _ _ N46'S9'10"E 250.30' 20 8 l� 3. PROVIDE 36" MIN. SIDEWALK CLEARANCE FROM POWER -+ - I - - - - - - 26 28 �` b �- Q ' Rn POLES, FIRE HYDRANTS, GUY WIRES, MAIL BOXES, \ E.C. B.C. / \� e STREET LIGHTS, AND STREET SIGNS. STA. 18+13.16 � � . � nnn / EXIST. LIP CD 1 6 STA. 20+63.46 = � '' L� 4. CLEAR AND GRUB ANY VEGETATION IN CONFLICT WITH 25 THIS WORK. HOWEVER, ALL PRECAUTIONARY 22 \ �--- c c c -y F.0 \ `� 29 / �� t�1 MEASURES SHALL BE TAKEN TO PROTECT EXISTING _ - _ _ - - _ EXIST. FLOWLINE _ _ - _ �/L - - _ - - - -- - - - - - - - - - - - - - - _ 1STq LANDSCAPING IF POSSIBLE. ANY / - - - L - DAMAGE TO ° ' 7 - -� - - - - - I o � N N "� 0 S S S SHALL BE REPAIRED �s EXIST. SIDEWALK A _ RESIDENTIAL IRRIGATI N Y TE=M OR REPLACED WITH LIKE OR BETTER KIND. CDit — I I cS�D ' 2 3 a ^ � 7 R Wm "� 7 v � I- F'— - � ( —� `. II � 30 % � >>sr�h co�'� / I INTERSECTION U" ST. & / o F ,w CURVE DATA N0. 25 oo I rn I n o \\\ 4 / �p°c ° "V" ST. (MON'T NOT FOUND) v °ti / / D = 367 0'0" C" ¢ o ¢ U `" �_� / STA. 21 +56.64 "U" ST. R = 209.57' d' w + w + �; \\ �o " " �, Flo to 1 / \ L = 132.29' I X 5 i '-� I i CURVE DATA NO. 30 \\ STA. 19+80.84 V ST. \ 4 / T=68.43' � w+ � o� o� � D_133496 0 ' �I cn c_ -)j cn R - 31.64c� F- d L = 73.90' m V) T = 74.21' m i F Q / SCALES 10 0 20 40 co rn � HORIZONTAL:1 "=20' 1 9999 '�'3T=ET rn rn I VERTICAL: 1 "=2' 20 5 M w w I_j zro v~i > w w w o W J d:, cr O p� CL O d w co rn 4 co'-rl-i+ � ww M C) p 1(-4 M N ao N S Cs� + m FINISHED GUTTER � m j z w w w r`M m v r- m `r FLOWLINE m ¢ v¢ v w W N N N N N V (h C.� m C 3 I— J C7 —.1 - 4 —- -- - m v �' [n;� �i w -� w - a a r — - -.�,. ____ __�- -- _�_-- —_ �, _ - ari-cn.-_i _ _-__-___ 395 �t or rn f rn rn _ m -- —�- -- -- W - - -S=0.14% rn v c' J �. c? i -Ml m M I ( M ► m I �� S=0.14 "- — -- - gLlJ W 0o w w N -- w- -' w i w w ------------------- --- W --- �I-------- �-- -- -- - - --- — — — _.____. . + S=0.14% �I u ; Lo 00 S=0.14% - — - -- -----" �— — - --- - - _-- - --- - -- --j EXIST. GUTTER -_--..__.___ --coM _ _. �. co �- _ _—__ w_� __! —-- _. _ - �,� _- ,--,..___ _ m 394 ITYPICAL I � - --- -!wwFLOWLINE ALONG Y 'ww �i ..Ja co uj 39318 19 20 -CROS GUTTER- 1 NORTHWEST FLOWLINEN _ _ 39.56' ALONG M CA M J W Cn O Li o }- _r FINISHED GUTTER C) m FLOWLINE �t cy). Ch 1 c" _ S=0.15% w - - - _._ — — — — — — -- — .— — — __-Lo EXIST GUTTER rn C7 J W 19 SOUTHEAST FLOWLINE PROFMIE - 99U9 S=IET 4 20 FLOWLINE W —jW W 4 4 4 .I�.����!®11Fy� _•SII I.— — S=-0.12% 73.90' ALONG 21 N L0 d= rn w w _ 395 _ 394 co J W 393 P -D iblnui Iffi,- , W RECORD DRAWING CERTIFICATION 6. 1 - 1,75 CITY RECORDS NO.: 8 29 L �o N N N co co Ico W W UJ --^--- —1---- I - --- - - -? --- 18 -- --- _ M CA M J W Cn O Li o }- _r FINISHED GUTTER C) m FLOWLINE �t cy). Ch 1 c" _ S=0.15% w - - - _._ — — — — — — -- — .— — — __-Lo EXIST GUTTER rn C7 J W 19 SOUTHEAST FLOWLINE PROFMIE - 99U9 S=IET 4 20 FLOWLINE W —jW W 4 4 4 .I�.����!®11Fy� _•SII I.— — S=-0.12% 73.90' ALONG 21 N L0 d= rn w w _ 395 _ 394 co J W 393 P -D iblnui Iffi,- , W RECORD DRAWING CERTIFICATION 6. 1 - 1,75 CITY RECORDS NO.: 8 29 all a 0 .i t� m CD o f L' TU cc mCf) Q U m U o o c) U c3 T d p Q i. l z J //W Lo 0 C,6 ld ) Q Z z ® LuD wEE ILL W (j) O W OC z > 0 W < cc U) z EL ED z _ LL LU O W LL W O O W U cnr (' ) Z D (W� < _ Lu 1. c U) SHEET NO. 9 OF 19 L �o all a 0 .i t� m CD o f L' TU cc mCf) Q U m U o o c) U c3 T d p Q i. l z J //W Lo 0 C,6 ld ) Q Z z ® LuD wEE ILL W (j) O W OC z > 0 W < cc U) z EL ED z _ LL LU O W LL W O O W U cnr (' ) Z D (W� < _ Lu 1. c U) SHEET NO. 9 OF 19 r A Vs 44, 4 wl"ll C) HO— HOH0— jH0— — =T _T_ L 16 r7l - - — - — - — - — - — - G G G G G- D \J-4 HO —HOi — L�Aow'� 14 III I N 4 m IN 1210 ITEMS OF WORK 'R SEE DESCRIPTION DETAI -WWW' J REMOVE EXIST. CURB AND GUTTER AND w \CONSTRUCT 8" CURB AND GUTTER (TYPE (sT-�l m; ;�\ v: ,. \ Y O A). TOP OF CURB AND FLOMJNE ALIGNMENT R 2, TO MATCH EXIST. & REMOVE EXIST. SIDEWALK, IF APPLICABLE, 3,; > AND CONSTRUCT COMBINATION TYPE 5- P, 4T-8 1 < W" E �2 "J" 14 SIDEWALK TO THE DIMENSIONS SHOWN ON ( 18 THE PLANS CONSTRUCT 6" RETAINING CURB AT BACK A&B 7 7 -T-- OF WALK AS NECESSARY CONSTRUCT CASE "C" WHEELCHAIR RAMP V 4 WITH RETAINING CURB AS NECESSARY PER _AaA Aft CALTRANS PLAN A88A --OH--- -OH— CONSTRUCT CASE "CM" WHEELCHAIR RAMP k88B T T _T_ _T_ OH WITH RETAINING CURB AS NECESSARY PER T 0 _T4 CALTRANS PLAN A88B 19 I LJU SAWCUT, REMOVE, AND REPLACE EXIST.— / `�'ON` O C,D, PAVEMENT TO THE LIMITS SHOWN ON THE17 17 18 19 20 PLANS - - - - - - - ----------- — — — — — — -- REMOVE EXISTING DRIVE APPROACH AND rF D— D— n —D —D D- D CONSTRUCT DRIVE APPROACH TO THE 17 4Noil CONFIGURATION SHOWN ON THE PLANS AH" D _4 G G G RECONSTRUCT ALLEY CROSS GUTTER M 'j -m :: = O 17 1- < D— 9 RECONSTRUCT STREET CROSS GUTTER E RELOCATE, REMOVE & REPLACE, OR ASSURE A, PLUMBNESS OF EXIST. ROADSIDE SIGN 11 HYDRANT TO BE RELOCATED BY CALIFORNIA WATER SERVICE AEP\�_ 99'�p S=ETNOTES I II Lu IW I II 00 C14 Ln 10 SAWCUT EXIST CURB TO CONFORM TO NEW RAW WHEELCHAIR RAMP �- r --_t _xl — — — — —24 -EXIST. SIDEWALK - t — — — �— — HOH,0_ ____H0— _T_ T — — — — 7 — — — ll =_T_ IoEXIST. FLOWLINE INTERSECTION "V' ST. & 4 < 17YI(ZT LIP X < \_. .\. EXIST. 10' ok. SEWER EASEMENT CURVE DATA NO. 30 D = 133*49'6" R-3164' \ / \ \ '\ `�` p SPECIFICATIONS. 3. PROVIDE 36" MIN. SIDEWALK CLEARANCE FROM POWER \ \ \ POLES, FIRE HYDRANTS, GUY WIRES, MAIL BOXES, STREET LIGHTS, AND STREET SIGNS. 4. CLEAR AND GRUB ANY VEGETATION IN CONFLICT WITH A CD -z C) L = 73.90' C) F CD V) CD c� c� = P-) 6 C)� T = 74.21' C) C3 THIS WORK. HOWEVER, ALL PRECAUTIONARY ADJUST EXIST. C) C*4 C14 C> C*4 MEASURES SHALL BE TAKEN TO PROTECT EXISTING c; 10 C�l c_> :E CURVE DATA NO. 24 SEWER MANHOLE CL CD c; C4 04 0L_ C4 LANDSCAPING IF POSSIBLE. ANY DAMAGE TO r__� C4 g D = 90*0'0" COVER TO GRADE -EMS SHALL BE REPAIRED C-4 04 uj 0 RESIDENTIAL IRRIGATION SYSTEMS R = 27.00' 00 �- X _r + SEE DETAILS W ' + 10 + LL. C:) L = 42.41 �q Cif 17 C=) OR REPLACED WITH LIKE OR BETTER KIND. Ck� 04 C4 T = 27 00' 2 3 cs 4 M -A O i, i cn - - - % - I I - - - -C-) C=)j cn CURVE DATA NO. 29 K/W ('n co v) 117 11 ui V) M -5 V) 30 - D = 83'6'32" R = 27.27' L = 39.56' —OH— H 24.17 C) Ox T T T _T_ INTERSECTION "V" ST. & Lo c) I co 6 REMOVE PORTION OF TEMP. CURB CD 2ND al. (mUN I NOT ruulqu) V STREET U W. (MON I NOT FOUND) (.0 & GUTTER FROM PH. 3 AND STA. 16+70.50 "V" ST. G STA. 19+80.84 - V" ST. N RECONSTRUCT TO THE GRADES 16 STA. 13+29.27 2ND 17 CONSTRUCTION \ I CL IL PJJ SHOWN PER THIS PHASE. ----- ------ linf. "U" ST. NO*48'16"E ST. 18 19 20 - — - — - — -- NO*48'16"E 310.34' ely — - — - — - STA. 21+56.64 —4- - �_ - — + - --- ____ - —D —D —D D— D D D —D ----D- 0/1 I I I 0 G G G G D 7 N RAW 396, 395 1 cy) 394:1 1 - W------ -C-,4 EXIST LIP PI-) m ____ _G G— rf_�""�" " _G — W-- A -LOWLINE =w =— — — — — =w-------- -------------— — — — — — — — — — — — — — — — — — — — --------- — — — — — — — — ----------------- D D ON — -- — -- IF R/W SCALES 10 0 20 40 HORIZONTAL: 1"=20' VERTICAL: 1"=21 20 5 Lo C.0 04 04 04 N 1.RELOCATE EXIST. YARD FENCES AND/OR GATES AND CURVE DATA NO. 26 MAILBOXES IN CONFLICT WITH, THIS WORK IN D = 43*496" ACCORDANCE WITH THE SPECIFICATIONS. ANY R = 80.00' DAMAGES SHALL BE REPLACED WITH LIKE OR BETTER F;zl L = 61.18' KIND. :5D T = 32.17' 2. WATER VALVE BOXES IN CONFLICT WITH THIS WORK ALONG -i uj SHALL I I BE ADJUSTED IHQT[Zr) lKI ArrnQnAkl(lC: XAllTU THE \ / \ \ '\ `�` p SPECIFICATIONS. 3. PROVIDE 36" MIN. SIDEWALK CLEARANCE FROM POWER \ \ \ POLES, FIRE HYDRANTS, GUY WIRES, MAIL BOXES, STREET LIGHTS, AND STREET SIGNS. 4. CLEAR AND GRUB ANY VEGETATION IN CONFLICT WITH A CD -z C) L = 73.90' C) F CD V) CD c� c� = P-) 6 C)� T = 74.21' C) C3 THIS WORK. HOWEVER, ALL PRECAUTIONARY ADJUST EXIST. C) C*4 C14 C> C*4 MEASURES SHALL BE TAKEN TO PROTECT EXISTING c; 10 C�l c_> :E CURVE DATA NO. 24 SEWER MANHOLE CL CD c; C4 04 0L_ C4 LANDSCAPING IF POSSIBLE. ANY DAMAGE TO r__� C4 g D = 90*0'0" COVER TO GRADE -EMS SHALL BE REPAIRED C-4 04 uj 0 RESIDENTIAL IRRIGATION SYSTEMS R = 27.00' 00 �- X _r + SEE DETAILS W ' + 10 + LL. C:) L = 42.41 �q Cif 17 C=) OR REPLACED WITH LIKE OR BETTER KIND. Ck� 04 C4 T = 27 00' 2 3 cs 4 M -A O i, i cn - - - % - I I - - - -C-) C=)j cn CURVE DATA NO. 29 K/W ('n co v) 117 11 ui V) M -5 V) 30 - D = 83'6'32" R = 27.27' L = 39.56' —OH— H 24.17 C) Ox T T T _T_ INTERSECTION "V" ST. & Lo c) I co 6 REMOVE PORTION OF TEMP. CURB CD 2ND al. (mUN I NOT ruulqu) V STREET U W. (MON I NOT FOUND) (.0 & GUTTER FROM PH. 3 AND STA. 16+70.50 "V" ST. G STA. 19+80.84 - V" ST. N RECONSTRUCT TO THE GRADES 16 STA. 13+29.27 2ND 17 CONSTRUCTION \ I CL IL PJJ SHOWN PER THIS PHASE. ----- ------ linf. "U" ST. NO*48'16"E ST. 18 19 20 - — - — - — -- NO*48'16"E 310.34' ely — - — - — - STA. 21+56.64 —4- - �_ - — + - --- ____ - —D —D —D D— D D D —D ----D- 0/1 I I I 0 G G G G D 7 N RAW 396, 395 1 cy) 394:1 1 - W------ -C-,4 EXIST LIP PI-) m ____ _G G— rf_�""�" " _G — W-- A -LOWLINE =w =— — — — — =w-------- -------------— — — — — — — — — — — — — — — — — — — — --------- — — — — — — — — ----------------- D D ON — -- — -- IF R/W SCALES 10 0 20 40 HORIZONTAL: 1"=20' VERTICAL: 1"=21 20 5 EXIST. GUTTER co FLOWLINE _j i _j w — — -- — — — — — — — — S=0.12% 18 co FINISHED GUTTER FLOWLINE WEST FLOWLINE 10 11 12 13 14 15 16 1 19 C'4 uj O u7 Lq ------- 396 _j :6 U) 1395 7 S=0.1':2% 394 w73.90' ALONG 396 ct� u 395 00 394 not MIN E rum A Lo C.0 04 04 04 N 04 0.1 C) 0� _j Lu a- ui ui cd _j uj ui z S=0.12% --- 17 co ALONG -i uj 42.41' ALONG EXIST. GUTTER co FLOWLINE _j i _j w — — -- — — — — — — — — S=0.12% 18 co FINISHED GUTTER FLOWLINE WEST FLOWLINE 10 11 12 13 14 15 16 1 19 C'4 uj O u7 Lq ------- 396 _j :6 U) 1395 7 S=0.1':2% 394 w73.90' ALONG 396 ct� u 395 00 394 not MIN E rum A 0) r- co 420 _j cy) uj Ile) t__ 4 cy) r - 4 Lo cy) 0') C) 0� _j Lu a- REMOVE PORTION OF TEMP. CURB a- & GUTTER FROM PH. 3 AND Ebb - RECONSTRUCT TO THE GRADES z SHOWN PER THIS PHASE. 39.56' ALONG Lu 0 w _j Z-1 pe) Lu _j 5 2 0 ui 0 uj Z C) Z :D O LIJ 00 :.I EXIST. GUTTER 04 CL � Smo FLOWLINE cCD /) + Cc) + C:) 0 FINISHED GUTTER 0 Cl 04 LZ c�l 396 `�' wO FLOWLINE co ' 0– _j — Li V) M -5 (n ui S=0.14% > 395 Lo -.Z 00 0 o 0) r- co 420 _j cy) uj Ile) t__ 4 cy) r - 4 Lo cy) co 394 -A w _j Lu a- REMOVE PORTION OF TEMP. CURB a- & GUTTER FROM PH. 3 AND Ebb - RECONSTRUCT TO THE GRADES z SHOWN PER THIS PHASE. 39.56' ALONG RECORD DRAWINC; CERTIFICATION 1p"mmv, ' - CITY RECORDS NO.: 29 ER 0 ca II- cc cm 0 O C) to (::) CY) co 0) U -2 C) , c) < c5) Ebb - 6 z _j Lu 0 Lo uj c, 5 2 0 U) n 00 CP Z C) Z :D Cy LIJ 00 :.I W 0 21 Smo LL U) cCD /) LLJ > ol C:) 0 > 0 cm 0 SHEET NO. � 0 OF 19 U) 1- E C) o ui < C) to (::) cz U -2 C) , c) < ol I z CD: (D a) ' 15 E_ -L z _j Lu 0 Lo cl) n Z C) Z :D Cy LIJ W Lli LL U) LL 0 LLJ > ol - > 0 W < If < co Z 0W 0– Z — LL 0 LU W z >_ > LL LIJ 0 o ICE 0 cc a- 0 LU Z > Lu < Cr I— C/) SHEET NO. � 0 OF 19 r 2o' R=a5' R=QS' &0' 24' N R = a5' ♦ ccs A .. w i.. f4. TYPE "A " Rsas' 06 for, Radl!us Rx a5' b A. •i ` `.. N t 5' R = a5' r— *GUTTER +I:irtfer only dbwwed ehere app►owed by sty Enomw = a5' TYPE Tp edge of of hnv to L an t wNth digrmwwenf osier 24 SIV L M Nark dwarf awwto m to awe wpkabi sections of fa wntw d pha juiwfs or cold joints shat be caws6twcted 0 of 15' [OWK ►e 411111 j*b dd be at sack of TrwWwtotkn ; approwwd cwrenf ear9m, and the sloe of sfrostu IN; and of ends of Mb rdow Worby generd notes: t1. Tjpe 18' amb and gutter i reoiel an at I)W of 2 Stpude prep Wim for Tjpe 'A; '$; awd r axes $beefs awleas another a erpreedy pewmiftd by the awd gufte►s slid be carlsbuctd bud to pole and osis C1ty Fir�iser. WI wroth canpactkn vIIII a depfh of &0' the trst smkgr live of or bejwd Me p www Phi. ` b Www 25' (1 and 55' (10wn The "fore appvwd or rvwglai�ed by the Mr Eagiweew. I Caxarcte for =6and gutter slid be am3 ; and slid be ofth 25' to 55' sAmrp 11 Tjpe r amb mor be p*wAlsd by ft City EnOxw ally B Mob% Ham Pales► and *4-151 (ReNdenhd 4 Tenter forms shad' be arfmod an the on the vide pk W &&wrbaww ' TNa-Md-aw --W Aad KmmNn Lot Sae) 2bm not to ft axwaefe and slid not be Awes thaw f.5' ,TYPE B r— *GUTTER +I:irtfer only dbwwed ehere app►owed by sty Enomw = a5' TYPE Tp edge of of hnv to L an t wNth digrmwwenf osier NO TES. SIV L M Nark dwarf awwto m to awe wpkabi sections of fa wntw d pha juiwfs or cold joints shat be caws6twcted Me 'Stodawd Spw*abbrwg State of Www ftw mart of 15' [OWK ►e 411111 j*b dd be at sack of TrwWwtotkn ; approwwd cwrenf ear9m, and the sloe of sfrostu IN; and of ends of Mb rdow Worby generd notes: t1. Tjpe 18' amb and gutter i reoiel an at I)W of 2 Stpude prep Wim for Tjpe 'A; '$; awd r axes $beefs awleas another a erpreedy pewmiftd by the awd gufte►s slid be carlsbuctd bud to pole and osis C1ty Fir�iser. WI wroth canpactkn vIIII a depfh of &0' the trst smkgr live of or bejwd Me p www Phi. Gator foe xh9►* 95% COMPACTED SOIL OR CL. II BASE 12 Tjpe 'A' arb and gutter Is perwAW airy Nhere Www 25' (1 and 55' (10wn The "fore appvwd or rvwglai�ed by the Mr Eagiweew. I Caxarcte for =6and gutter slid be am3 ; and slid be ofth 25' to 55' sAmrp 11 Tjpe r amb mor be p*wAlsd by ft City EnOxw ally B Mob% Ham Pales► and *4-151 (ReNdenhd 4 Tenter forms shad' be arfmod an the on the vide pk W &&wrbaww ' TNa-Md-aw --W Aad KmmNn Lot Sae) 2bm not to ft axwaefe and slid not be Awes thaw f.5' fhidt after bei►g surkwd 14 P*70 for sorb and gaffer caabwdm slid aacarpawy 7 Conaoie shaft be and WN a elhitevon wtd arhml aawlt S Top and low Aid be bvwkd swnooffb then given a $sales 90-7.08 of the state Stawwdad #d flue brush finish• 15 Owen wwrbwft nem orb and gutta, Nue eoast+i►g IL ftil led Plme tights slid be kstoaed at f5' (46m) powrnent slid be wwd o rrAiniman of 2o' lata & Orae aiki g awe and guffaws awe to be rgolo * nem Nre 10 of f1n► gutter or or drected by the Cvy Efioww-. =w6 w ho slid molar dao NW eoasbuchw unties 08wwwM jilffm* and eapawsion phts d 60'(11.%) Merl &KIdd by Mo atr Engheew. T. Comite slid cattail no dI wwless P* wmd REMMO ST -IRE Is obtrwlwed fan ft sty Diver. COMBINATION ' �n s� x Caraefe shoal' be arced witha wkpigrwtantd awrhg STANDARD JIM aOPMd oarpljing to secfim 90-7.018 of ft state CROSS A CURBS & GUTTER oOM standard speciAco left TYPES "A". sum M sNw Pro' knwd solos of o dMra* reI compo wd 70m w & MC � B ST -8 a £xlshiwg sections of axb we Fftar abaft be Spel d at CtiY OF SAXEFMFWLD CAUFORNA ► on" Na Me Arrww7,4 Of the sea to be rscawsbtrcteaf an omm . CITM SBAKERSFIELD CJ ST -1 fASlEAgP� T DETAIL of FITTINGS FOR PYPE MOUNTYNGS a'F3><7 SIN to LOT tff as r TO ALKNu NT 0r LOT L11E CINKIGtfIrE QF NTEtiSE•CIAYC SAW w N N w AFMff LIVE .. � J N N l asmeassx�as=axe=vnensom J�� ��===-_ I N N i i N N 1 tN Nw AF�I7R INLK NI .a u TYPICAL LWA 10V PLAA/ FAR INSTALCATRW '1 AF STREET Slav POSTS A VE N M�HIRD000 • MCXW AWOIV QvITGIVAi Sit RA DETAIL OF SlQV PLATE KAV l0 a A AAOAL IAeANiD BY A eEIPnFACA1E TO slot Aid dV 99E YAQE Or af25 (:I 0w) At MW FLA IE Wl 10 � AwTHASE�pY BO1H a fC bfN�ft� � wwyireer a Tr qw Al j u1Mm-h6tlNw ca. Ac sv-Cf2 CIF Mw APPrPOVEv • S FACll4C OMFM 8V MEIIPtJX AAV � L n WIW STREM 9W BE x 8" f l= Alb cv 7an CAPS tT 90 AC NVAN-FROtT p v ME r o Mr ' r S0 Alvl b TkrEwrw as TS ShlFaUtxt Alvei CAP Ann 1 nm 0uuat�`AaaRF Alae, fi 'swa 81 rte° AmI RN AETACS CIF SIN POST MOLN1difCw Sff alt STi111M T -Z r-o�.owc I COMBINA TION Lot Lim I A Sheet R01-ofMby Lire Zs Min NOTES. (aft) 1 M Nark shat' anknn to ft ggolloabi 0=;T sec&W of the epealw VNM enaw V wdad *wff shovel stater of Cdb►radgr Dgvabnent of Tmwepw>rfotian ; goproled cwrwwat e ave ftwawv rn" ade% ' edge of of hnv to L an t wNth digrmwwenf osier 3? Not a SIV a Far ase ddw &0' axe 7.d `12 Ala «For are Nfi 80' aurb Sf►wsQht PLAN a* rbirt E�aroian ►hitt See 10' Mie 10• Mie ��� � � a 2 AN dliwrarway kxaofknr are "pd to apprmd t A 3? Not a by the Tnoflic Auf fly and aty and a Far ase ddw &0' axe 7.d os diw by hffic sf nd d T-212 «For are Nfi 80' aurb S Aro dlfwwoeoy waftctlan alma' be Mm9fted PLAN h absai a ai0ey retNrwwsl Z Siwbgr * Prgvarorw slid be cmwsbuctd bw to It aurae Preparvtkn shat be a wskvted grade ad oval sectiad Rim canpaetkn of gas" to a ftw to r* a nd aces $edited, Nall conpwam of SIX to a depth of 60'- depth of as (a iSrn). 10• Mie ��� � � a 1 • the trst smkgr live of or bejwd Me p www Phi. 5' aP 6' • ' 5 es slid be am or and slyd Com Www 25' (1 and 55' (10wn The "fore • _ hors a ttiimrp bewiNlran 25' ane ; bowaled s w1k and feaahed +Kith a broan" 12 Any variance in &&% calor. of mot** fare standard & Cbnaete Mcartdn no aafdrlfwe$ &I •s IME FIX LOGIC SmEn 6`0' Mia ti' ow FQR C>LitEC1CIR S1Jil�E1S pwkr Witten apprad k abfar W Ilam the SFCIrOV A -A 7 Conaoie shaft be and WN a elhitevon wtd Bre of EnOw.. ewhg carpamW carpljeng to Sscbw 90-7.08 $sales 90-7.08 of the state Stawwdad of the skndad SpeK Nclaftm IIIIIIIUNMI sT-sir a Eaypan kn J*t Curer motew slid omelet of pe*mred sb os of a allydit resW conpowwd 0 AN sttiwg cooWe ash, gutter, and A*Ndt EXPANSION oa+oels llwe kce of my proposed arAN" slid JOINT MATERIAL, be WNW Od /wIl01 d 3 LOCATIONS to fdsaw pmlment shad' be www and + remowed a ff*in m of 20' Ilam the 0* of b* pow aw iew ft city brwr 0000 I* edge of the eve b* P"I If ft meat pddit shad' c "lean to City Sltandford ST -12 12 A Permit kr driww q ansbvdkn slid be obtained prxr to $tat of any rant 11 Ewer$" &fwwww p may be swcut and muffle on awe side "pd to *prowl by nt sT-wtev ft atr 0+giwelr. COMBINATIONIt SHA •► , RESIDENTIAL DRIVE'" APPROACH NTS srw wrw waw C" OF BAKERSFIELD ST -7 wear mom= I PUBIwC WORKS DEPARTMENT ALTE>NIII LOCAMW 10 K LM 00 ALr SOM9 EitlElwf8afaf 110'an M AE AWAWr LW. PARMg6 M r N CaMl74M AWA A IMMMI'At 0' - � D F�lyyB�A• Ly SIDEOX TO r�OF � 50 POST. .w NO ALCM N n5mG sees K SMi wK SWILL 8E wff AAIILfM n FLr OM i (Ston) GALL SJM PIIS AS PER AIk7iIC0 Ma Cd }+- ' 6(f5tiweww) I alltrOF SVEW '0llxl' m x &W w ~ f8'�'1I5Gnnw) C1OACE11 aASS '8' R e SCE aK SIX PARI Sblii K AMU EV AS SNOW r1QN?IM N )W CALIRAMS 1RAFM 94WAIS NEW OW SW 6 SKM QSEINM SIGN PAW ARECllltrr tiliM Sita° SIMS t ALL OAV ItGiIAW SIM -- Mfg/ N)Wfr fi" I MmAu r - arnrwwanrnrr SIX PAA IS 9W Or MONTO ON NAfMW W SSS CMT AAV I9VAW FRMF' ' NUT 4M0 Y 0? AAVM Eix X SM• AIGINO aV SGNIAt 0? ORO PW Sw+IIL N' ATTAI20 ON S7MIESS S1Ea STRAPS Ain 1MIIfA'W NG SIM BOIL T AAV V7lWA APOdi NUr ASSES r QR APPfl00 falk NEW RIMES SIh1i1LL NOT EAUM A AMM OF M I AGF ANW lAr (1.5nI 117 lir POST fr 10 8E BROM' TCP aF SIM PAAQ Br NO MOW THAM IV (18 anI NV OCL rZTAI T-aN.Dwa STANDARD cam WAY exc MISCELLANEOUS SIGN DETAIL "010 B'° wwrs s+ur� CITY OF �>NRf ELD C T-2 Standard cub m1w roalas --SEE PLANS Ad be 117 (A 1m) min. FOR RAMP & t Oka sheets arwd 30' CURB RETURN Abne �nf (9.tm) mid on d wrterrds CONFIGURATION and carlectars of 7hill'"wfib" of Nfdsor a>ifeatas aaded •. • ♦ 4 .. • by me City bvivw. y • + ° rartrer 15' 46m M • WNW pht$ a . � %�-•OILINDy x10' (6 lm) d m f&l • / r/e eViian kr spdf kaotiarls see Std T -.J 0 Attune)Akaornbila o SlaewwawlP Vaftk Mrd 20, `' " 4.5' or rota ctka a6m) ' ao' 6z mat (a 15m) 2x 2S ?ZA' Lj 4.e . (JOChxrw) • {Aiwiwxxn on d kcal sbeets + Vffk hk la's. SOO, fs. haephk carmmrda4 hain&A or as diiected by the Ihiobk (t m meandarhg 4111* mitk NOTES' 1. Aa rta* Ave c nbm to ON q*Fcofwfe sectiawa of 8 Sekraft slid be sao►ed is a miwinm dVfh of 112125' the spedfiwtims enbrkd '"Standard Speeifxaatiaws, (50wm) wu*w ofherwim sleeted by the Gtr Engwiw. State of Cdi/ Mf4 Oepa'rment of ft"Ispa►kaw ; 1 At w* slid confomrn to the ggv►ivab/e gWvwd awnawt ed lin a Men &*= * omsbuctiaa h broils w* ewisthg robe cpprowod by foe C}Tr sideealr shat cw bm a dimensiaN and kcabon to Z Siwbgr * Prgvarorw slid be cmwsbuctd bw to thoee h PwA or as disctd by Cha Gtr bw. war. grade ad oval sectiad Rim canpaetkn of gas" to a 0° crxrent eafrtiivn depth of as (a iSrn). la Existing sidbwl it slid be sowwcvt and rdnawed or AS Ldt D-1557 to a dgib of 1' ba b w the trst smkgr live of or bejwd Me p www Phi. I Carade shat be Goss 'A' and shah bows a jbW aoesguthr and 1.0' to dash ski of the Www 25' (1 and 55' (10wn The "fore It A pwN kr siafe** cmbrwctkn and roaxwsbucfwan slid' be HISS to FV* and am sectio"" Wath o #04 slid acwvw'r ockd waarlc bowaled s w1k and feaahed +Kith a broan" 12 Any variance in &&% calor. of mot** fare standard 4 Cawaete shop cawtw no odlafrriwes rroefess X& q*i wd WN rewft gap 04 fan bhp a wny ogarc)c is abtawnad fare the Gry Engww. 1,L rranswiians h ,*bpd tjpes must be wpvwod by 5 Caewarete slid be amid wroth o Ale-p#n wwrd awing Bre of EnOw.. ca►goowwd carawl}irg to Sec#im 90-7.08 of rhe $sales 90-7.08 of the state Stawwdad Sra xibrd Sp dkotkoos: IIIIIIIUNMI sT-sir IL ftil led Plme tights slid be kstoaed at f5' (46m) rRENAwE: ST-YREv e{�.a • a eIIIw.� lr • • a er.a STANDARD o.� IMN Brava � jilffm* and eapawsion phts d 60'(11.%) Merl fd 1=11=11=11= 11 E pnaw.aiaw pmts shy{" be bcord Bach aids' of a S& wawa COMBINATION ' °. sN�w and of the end of cwrb &*tams O T :L CROSS A SIDEWALK N"TS 7. E*Wswan idrnt aw Mteriar slid coast of GUTTERS 11 Pro' knwd solos of o dMra* reI compo wd 70m CRY OF BAKERSFIELD CALFORNA ST -8 CtiY OF SAXEFMFWLD CAUFORNA PUBLIC wommS OEPAR1w1ENT an omm USE FOR EXPANSION Flatee ROOM d this Pant slid JOINT LOCATION ONLY rat be blow er RWW of COW end Of this mfwmww SEE DETAILS PER E"Nkft mnt THESE PLANS D—&Eft 17 I Skeet Rjll' I w l�kabe t . � r J* �Gt i1oNdwweA -7 of anter ' ° e . •—I Rat Rowtiwd A b0 wdaww .kht Of Avner Limb awguitter Qnade = a 6 Mia E*awsian dbht STANDARD 6.0' CROSS_ GUTTER • S&AW atwb Retwn Rodus RON" ET Mtkn of this Pont dd is to be 20' wim otllalnae not be below eAtltztian of o8wer end gopro►ud err Enow.of this return E")daw ,shimPt� Ybr: Sheet R/N' 1 rod Vffk Jfe 95x carllpaoctwao a LO' ship 20' 1 fo' 1 tar' I aro' I SECTION A -A 95x' oamlpaclkn L0' deep wa- SECTION B -B • '�'!�•Rw• f • . Ewpwmwsiaw .kiwt = a62' Idiw. - GUTTER - I �Eapansian .+hiwt STANDARD 12.0' CROSS p CO NOTFS' 1 At w* slid confomrn to the ggv►ivab/e S At paergutter Aarofraws and saaaw aro Ndkm of i we � Owed robe cpprowod by foe C}Tr V wda►d Slbeafiaatiawwet State of r�a���♦ta�a�f CaGd Mi4 Dlgwarhnawt of Tmnspmww ; a 8e1 sari slid be oonlnocted to 95X 0° crxrent eafrtiivn of maa*w dry drdtr wdetermined by f o' AS Ldt D-1557 to a dgib of 1' ba b w i , • 2 Cwaefe kr aassgutter aha be am 2 aoesguthr and 1.0' to dash ski of the and Ad cmkrm to the requtament$ aoasgutta. of the state SiOdar+d T. rawwc►►efe aha canta'rw no aer6fhes unless S Eapanskn Jaiwts slid be eonsbucted pkr W vsW i obt*ed Ilan aty Erwgheer every 0 a as dlIw by the CNN a Comite slid be cued no a Nlhft pipnw W am w vww wrpghg to td 4 awaete shat be sass 2 and Awp $sales 90-7.08 of the state Stawwdad shad' be wok 25' to 4.5. SPea kwwx rRENAwE: ST-YREv e{�.a • a eIIIw.� lr • • a er.a STANDARD NAS s� fd 1=11=11=11= 11 R-11 (i O CJ RESIDENTIAL O T :L CROSS A GUTTERS 11 70m e I ML CtiY OF SAXEFMFWLD CAUFORNA ST -9 PUBIwc WMS Q. an IIIMM t 10 1 I 12 13 74 �� 6 18 1 Caw wt Comite. Coke f ad �rasl, to r►�ott djaasnf vdnewaxni . Exwiv • r`• f •• A , r ♦ I OIt/W!t _ r 46 ft* Y • • Caldera V aro' - r. .. .. Salsa Md" �d reww) PATCH IN CONCRETE SURFACE S t, a � cV y M M U U p CO I , ilk r � W INS, a>M� Katot Q 06 r�a���♦ta�a�f e *'�s w►�`Oa�O�'Ma,'�, ►,.. ���� a� QA a� ate} , , , : , cart a+r ewer err awar.aar i , • =-11--i1•-11�-11-X11.—I1-� r Z c)) m o T 14 FMW ) U e{�.a • a eIIIw.� lr • • a er.a 1 11=11'""11=11 =11=i1= =II-11=�:- 1=11=11=11= 11 R-11 (i O CJ O T :L 70m o Q. - -L- S t, a � cV y M M U U p CO E_ r � Ah Q 06 (D Z c)) m o T FMW ) U ,-: �>_ ; cl� (i O CJ O T :L 70m o Q. - -L- -L-4-4Q I� z 1-� Is ai m c � c i � c, r co 3 o c c ai T o ¢ I z LliJ LO �Q�-•� b/ LJ z Co Q w ao C- Uj � LL 0w� Lu Z < Q � mz 0 W 0 > :D <C - � LL �— 0 0 c/) vCLj� L1.1 RECORD DRAWING CERTIFICATION SHEET NO. I� o /itJ 19 CITY RECORDS NO.: 29 JO rP_ W BE TOP WEW See stlslabrd ifor *WN S#4 Wd I ww aiw* I I i_ The *W porfm of hew* I and ootrbg a Wal aha be rawwd are rhe br*a dgs I Char be plasterd smoodr av�l dement mortar. i abhor RGG Char not to be PKqw YnH Mft 6-A Pkim 2•T lll7rta, Pedbed y•�,�.. 4.D' Dia .: •" ----- 5167' --------- MANHOLE SECTION SEC 770M A -A SECnON NOTES: L All 90.1 she/ owrfam to are ffaw bta seV*= of the bra 11beaff efidw 'S M&W hails, A* of CaFiW* &Aftwrt of Trawtrtori6rr" avow cl mt oft 2 Mx1* " canaist of ax Part ftrbrand Cermet one No parts of Collin ear Aadad sand D tetar .L .+binis aha be !Bred wo marts• and mul atealmi ft* a Injoed an )raise of p, & It Phe cost ►LanhOnced ma" swum shat be Cars&K{W to me #0 ft of .VJV C-474 affirm aalft A am* Ar* Chard be m" j? ft Cpl &mn *ft- last sof rhe malt the bieriersr pmft or as arwW by Iha a% E+io w: A Al brDrrsihiafs bekm An )mems akar be o "A harped alrlboe. 7. AN s~ frmnha* lfar ow kras 10W /teen f8' in *WW, "be wed 00 'Neck" a' WFMW sod Fme"Aw. Ser-Omv imua STANDARD11111100101 JOU CHICIM MANHOLEhL SHAM TYPE "B" . N•Ts• am=t Na ccxY � SW -4 riri DORM Max STORKS DEPARTMENT Q• 143" a76' i— See Dotal' "A" X11" I 1 1R' as in 1r C1 SEC7701V B -B 43' r no& 15' odt ho ISO Ur / zirposmcantir .� hak alza kffdm♦. ♦Chit•♦ t ♦♦♦♦iii •� i`if.tttS .+.tttttho t`�'t'itt't't't'i'i�; ♦♦♦..��.a.•• �.r B fi'i'.>•i'Oi ♦tttt••ttt� .�tt� � � � i � t +� ,iii it.•.t..t..•t �����t�•�t�•y �•�s�•�•���� �- SEWER A ♦ttt•t•tttt. N*O id to +•t�ttttt••t tt<.�; t�t�tt.'.'tt; �•••��••t•. ..••t�.tt. . .. . .. r �r/. / poffm / IV ka*%=51 at250 AWL LovWm hr ho MANHOLE 0 r owner or in oonjunati]on with. curb ramp construction. 6 NO 7ES. del RAISED ISLAND v TYPE A eCR Z Me "a& of kwm OW boxft ..: SWOM �L..•_..� .< n SEE NOTE 3 ft =*Vm rt TOW Cow r iF PR011IOED sigin R. Liu F--- ` CASE CM CURB RAMP RAISED HUM <� SLOPE PASSAGEWAY be Is J WX or 2W .5 Cofhg SW for pvy-iw :., . ,. ASM A-4 O ►.= Ah r; YL zr x torr Ur dW ArtWR SEE2 on ft a7das* of Me cow. LL z �- c ffm 120 ft - 1W mm rr 2W r _ MW / ffia nw niewa a 1 IJ ft. APPOM SEE NOTE 3 B ,.: ib4radbr Addy rats to be is gyhb w dad malyd Il 'Y pwt Kim PW raises elharYe .� MWP A ie 4�= pard or Nat '' fi sw 01111111) 4.r o Araanat ase lbtw AT*1 ArlgnMixe AllNdr cab amiar so -M slit asallors of OW � A A to' (am) PRATE Pfehcgar bar • ci COVER as"("slam) da so* t yrs'�u�1,11 ! 1.0' x Ir (2glrelo x Of) ( o :. spait beer so him, 4116 4 to' N a�•Id(7sRrp) (as") Will 7' a xo' aeyP fe�lr ? alter betrleso bar ad �r� a�ld Allo Qep �— df milk la alar 10'030) hp' PLAN to = 50= 1 STEEL PLATE DETAIL Aftaniry ►t urAy pack i� t 4r: r�dn dolor ! AMV o& 275' (MMM) tir it ISO 'rmwm SW $11011111A wad NOTES: xnma ep arld,fl�bVbad x ,kp, dpi ho)L Ar aaMrrb alar be dais "A" acrd 9iar be arthh 15'05m) I, Sas' (Q14m) t 0 a8 t sob As be pamad milwa idc wbb sai:NaI skew mliabsmlI k aqua t s' co vwalk +aq k c19 A kaee of ar aVold 900019li aiJa1 ANS ^% Ata 4 bur ( ) "A arae, and =ft of djarerrt 00"k we ,ore j$ s a I T 0"(a15m) aw# Am HW (1401 Ad# -(Un) or LW (tftn T -A0" (a2n) Wd basil edbr slat' be 210 ' do' a .. a by t0" (Sam.) flift r k bYableaa b' paled apahat =Chad prMW io ire. of Caulk A= ,Ener slip. !v angerOL A W ►akfill% ly par n POW .hall "0(24111) or AM and c=7r (IAN) • ar rens � aloeeai►p Ileal fila obeli bs reilANR7sd et21J Ata 4 ba►a ao'(alssr) Ls' i dw4a � dviiiiie abaMbeNaibwsrs' 44 a Ail etprosed mord pate erJoN be pokow oft "*A&& J.'r it ** bob AW be ksW AM1 Of (t aamaxfar J. NheR oWb gwnilg anwdt Sts' (a )'din) o pbil +lord era p►ahcgm bar 10 Also) h ala OW be bY1td f or shd be "do" 50' 0.5at) of rdall sAd SEC77ON A -A powa Pajot aw be as wadied of ave *WW by f Aly £vhw.. ase olgukr oet a b1e pp star bs ode ami aiactad by ble Ary t?Npilar .".: � : , • . � A Ar reel' akar arMfarrs bo Ilk appvYcabre xcfkmne oJf,,,1,he��,O.aa/ibaa6ione .. • wrMd 'SYatdonr *8d#adamt Stare of AlM114 ..l...-•.-.. Of ' ' a m or - raw of 4 �: atar►l aellrmt eal�arL • ao' (aft Tja PLENAME: O-•/4W_V • a • (� � • DAA a.�� ,- oumaR STANDARD Jam 01110 01) (tk4W}HL CH E BASIN am" M. NLTs + seer a& REINFORCING AROUND PIPE A cone � 0-14 ate emmm PUDUC WORKS DEPARi11E4T 4 7 r CASE..A �" ►74/.1111: mutter not shown bit-OSIDEWALK . �OF SIOE#4LK �r� -SEE NOTE 9 NOTES: p � �F� ply roI1Ip� 9.OX Max A lG y 1canal • wsdifar r 1n tllattor elm it�i�o iho shorn in Dstaliirn d N ,. Sm s AT Ctl� Retail S. The 00" Of Cuurrb�rewllpa used in Detail A do not have to NOTSIDEWALK _ c SIDEWALK mid iooatiarts ae rife itiacurb raw* also aw be used atCASE s I ` I �DEWALK EDGE I 9.OIt Max 2. It distance from curb IF laadc of ai' mik is tab short to P ( AT CURIO ramp and 4 -2 pl (landing) as shown in Case A, FRONT the s dswaik onlay be depressed lorgiludtnoliy as M Case B. or Car r� OF np � may be wtaenee oe in case D. rn — r Typ SIDEWALK 3. then ramp to healed in cents of curb returnCrosswalk e _ calPTgurotton must be similar to that shown far Detail L SIDEWALK CURSA ( 4. As site conditions dictate itis retaining tltub side and this flared (� I SIDES of side of the Can 6 roup siw11 bs constructed in reversed Paaititwm. }A I I') S. If laoated�,m a , th. ardor of the ramp n.�tt not be parallel, a but its mtnlm inn width of ilio romp shall be 4 - . % ma 4 - M NOTE 9 �ININxi - SEE NOTE 11 6. Side elope st romp flares wary uniformly from a emulwum of S.Dmm a+ A orb to axrtorm with iorlpttuairbl sidewalk slaps adjacent to top of the ramp, except In Case C and case F. FRONT EDGE OF CASE F �� T. Tronsittons frau rim antl landtnp to walks, yufters or streets SIDEWALK S« 4 shall be flush (no ITP? and irw of abrupt dv�ges. m RETAINING C OAF Wit�e+� Zf R IL Counter elopes of adjotning gutters and road surfom inmlediately Q tBOTH R�7- Typ adjacent to and within 24 inches of the curb ramp shall not Qe 110 SEE NOTE 9 hlu2Q is07Upan elope u+oll not suoossa 1 oT n SEENOTE0 --- O'6" .-� 4. Curb rampsMoll Hous dstsctoble warning sort mt�hpat extends �+�SF� SECTION A -A w nfn II Svr�ia�css sahol�aw Orn on to them nquMtrw�nsotr'Oe ins Standard CASF_ Speciflootlons. rm WHERE A ABED SIO OCCURS GUTTER IF RETAINING 10. Sidewalk and ramp thickness, "T", st I be 3Ve' minimum. PROIlIOE tY' Yin Cuf18 ,_ , 11. utility pull boxes, eaemoles, vaults and all tither utility facilities Z ROUNDED wi hln the boundaries of the curb ramp will bs rsi or #I---- - - - - - ad Listed to grew by the owner peter io, a^ in Oxtunct on with, 2 T orb ramp oerrstruettan. taalr 1•SX Ymt ►-I 12. Dole*! 19 warning surface tray have to be gout to allow ranwval of � ir �l�� ars shite maintaining full aeteafabho le soing width so $ SECTION 8-B g Depress entire sidewalk as required 30 SIOEMALK RETAINwimp NG CM 79 F NECESSARY � 2t�NTERnTAM p CEN74ER� 0 0 0 S FLOWLtNE 1_ _ _ _ - - SPACING 00 0 t.sx MOX-' •-fi RAISED TRUNCATED DOME PATTERN (IN-LINEf SEEEa DETECTABLE WARNING SURFACE aSECTIQUC-� See Note 9 ARED I.- LIMIT OF PAY K !Kltp� - r STATE OF CALIFORNIA Mtn DEPARTAENT OF TRANSPORTATION - CURB RAMP SCALE QETAIL B NO =YPIGAL ONE-RAIiIP NOTE a RSP "U DATED JULY 3 2015 SUPERSEDES RSP A99A DATFA MARCFI 21 2014 AND CORNER INSTALLATION RSP ArrA DATED JULY 14 2073 AiD STANtDARD PLAN ANCA DATED MAY I`D, 2011 RETROFIT PAY LIMIITS - PAGE 121 cE THE STANDARD PLANS BOOK RATED 2010. Sao Na+.. 1 ON 3 Existing curb and at I ,,lk REVISED STANDARD PLAN RSP A85A ��TF IIECESSIAtY, CONSTRUCT RETAINM GlYia AT EDGE OF SIDEEINNALK TYPE B PASSAGEWAY i IF NECCESSARC YY FLOWUK -- ` --t.SX Mae:_ r SEE "OTE T SECTION A -A RAISED ISLAND SLOPE PASSAEMY m o Loo 0 m Um :'O 00 O Q TO ORADI 1.5% Wait IF standard Plan RSP AreA. SEE NOM 3 3 NOTE BALK SEE NOTE 3 1£TECTABLE poesopsei length Whety an`0tgland long".mlIs aion 0 I1 + 1.6X Yam atrfacewvcrllr tall eI�C"M full Y'iE+tl��ptn ei host arhofab6y aortas Oa Sl 4 2"trdiids u«d Ora island • e 4. Tra eitidla Tram romps to wDlka.quiters er etrwb .hall beflush (tq lip and free of abrup" Olwmpee• Mtn # 39 0 r owner or in oonjunati]on with. curb ramp construction. 6 del RAISED ISLAND cy TYPE A eCR RAISED ISL ETAS E WARNING 7. For a�tt� curb rasp detotle, "a Revised Standard n SEE NOTE 3 ACE, SEE NOTE 2 L.1_f D_ <_ iF PR011IOED sigin R. Liu F--- ` CASE CM CURB RAMP RAISED HUM <� SLOPE PASSAGEWAY TO OWN IM MOX O WARNING SURFACE1 f5 Q ArtWR SEE2 LU LL z �- 0 c SEE NOTE 3 a SEE NOTE 3 B C1111111 w SEE NNOTE t TYPE B PASSAGEWAY i IF NECCESSARC YY FLOWUK -- ` --t.SX Mae:_ r SEE "OTE T SECTION A -A NEE MOTE 5 r- CURB RAMP SEE NOTE 7 SEE NOTE 3 41 *� SLOPE PASSAOEWAr TO DRAIN 1.6X Me C1.1RAW SEEBNOTTE NOTES: TO ACCOWART PLANS DATED RAISED ISLAND SLOPE PASSAEMY m o Loo 0 m Um :'O 00 O Q TO ORADI 1.5% Wait 8 standard Plan RSP AreA. SEE NOM 3 3 NOTE t W SEE NOTE 3 1£TECTABLE poesopsei length Whety an`0tgland long".mlIs aion 0 I1 + WARNING WRFACf, atrfacewvcrllr tall eI�C"M full Y'iE+tl��ptn ei host arhofab6y aortas Oa B SEE NDTE 2 4 2"trdiids u«d Ora island • e 4. Tra eitidla Tram romps to wDlka.quiters er etrwb .hall beflush (tq lip and free of abrup" Olwmpee• Mtn # 39 0 r owner or in oonjunati]on with. curb ramp construction. 6 del RAISED ISLAND cy TYPE A PASSAGEWAY RAISED ISL 4'-2 7. For a�tt� curb rasp detotle, "a Revised Standard n SEE NOTE 3 DEIECTAaLL L.1_f D_ <_ RAAp� NCok a sigin R. NEE MOTE 5 r- CURB RAMP SEE NOTE 7 SEE NOTE 3 41 *� SLOPE PASSAOEWAr TO DRAIN 1.6X Me C1.1RAW SEEBNOTTE NOTES: TO ACCOWART PLANS DATED 11 L1 1. Si4sreDlk ramp ad possugno ihidme«,'T', shall be 3 minirX+Rt. m o Loo 0 m Um :'O 00 O Q 2. For details of deteotabls warning surfaces, on Rsvbed z standard Plan RSP AreA. b S. island Jsngth is greater than or squall -D' i but less each dstectabie warning surface analI sxtsrd fro full :11 CYN! 2'-0" depth OT isle poesopsei length Whety an`0tgland long".mlIs aion 0 I1 + tee atrfacewvcrllr tall eI�C"M full Y'iE+tl��ptn ei host arhofab6y aortas Oa em/ M 4 2"trdiids u«d Ora island • e 4. Tra eitidla Tram romps to wDlka.quiters er etrwb .hall beflush (tq lip and free of abrup" Olwmpee• a S. utility pull booteeelCntmol«, vaul» old all Otim utility be iraeoimrao +:d yr odrml baft by ih* priors+% 0 r owner or in oonjunati]on with. curb ramp construction. 6 del S. betsatable warning surface may have +o be art +o allow cy removal of atiltty covers while maiMoinino full detsot0bls . warning width clod depth. 30 7. For a�tt� curb rasp detotle, "a Revised Standard d Plan L.1_f TYPE C PASSAGEWAY STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION �--CLEAR PASSAKWAY CURB RAMP AND 4`-n a�snEr � ISLAND PASSAGEWAY DETAILS NO SCALE RETAINING CURB RSP AM DATED JULY 3 EMS UrENUMS RSP A81111 RATED MARCH 21 2014 Alp RSP AM RATED JULY 111 2613 AMD STANDARD PLAN ASND DATED MAY K 2011 - SECTION L-8 PAGE 123 0r THE STANDARD PLANS 90% DATED 2010. REVISED 9TANDARD PLAN RSP ASSB M L � U Lo � Cr?co — s � u) U ac � CC N u)< M W > �t U n co inu(z ( U C� 1 , T 42 cc Cn C j 0 Ir RECORD DRAWING CERTIFICATION SHEET NO. OF 19 CITY RECORDS NO.: :( G� Ju 11 L1 m c 13:g m o Loo 0 m Um :'O 00 O Q 0 QI z J W �z 06 Q < 0 6 Z cy . RECORD DRAWING CERTIFICATION SHEET NO. OF 19 CITY RECORDS NO.: :( G� Ju 11 L1 m c 13:g m o Loo 0 m Um :'O 00 O Q 0 QI z J W �z 06 Q < 0 Z cy CLM LIJ L.1_f D_ <_ O Liu F--- wz� <� o a O �E f5 Q �.- LU LL z �- 0 O Q W Q �- oC RECORD DRAWING CERTIFICATION SHEET NO. OF 19 CITY RECORDS NO.: :( G� Ju