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HomeMy WebLinkAbout6.1-1835D ID 1:D D D CpLaG�ii p�C3��C� MOG,3Gz� SACRAMENTO PLANS FOR CONSTRUCTION OF SAN FRANCISCO CITY OF BAKERSFIELD FRESNO BENCH MARK TOP OF BRASS DISC FOUND IN CONCRETE STREET ImPROVEMEN TS, NORTH OF BRUNDAGE LANE AND KeRNc LINTYMONUMENT AT THE INTERSECTION OF BRUNDAGE LANE AND "U" STREET, ELEVATION = 391.40 NORTH WEST OF U AVENUE' PHASES 1 B' � & S AMERICAN VERTICAL DATUM 1988 (NAVD88) LOS ANGELES ANGELES BEARING BASIS NORTH AMERICAN DATUM 1983 (NAD83) CITY STANDARDS THE FOLLOWING CITY STANDARD DRAWINGS ARE HEREBY INCORPORATED AS A PART OF THESE PLANS: ST -1 CURBS AND GUTTER TYPE "A", "B", & "C" ST -7 COMBINATION RESIDENTIAL DRIVE APPROACH ST -4 COMMERCIAL DRIVE APPROACH ST -7.1 SINGLE FAMILY RESIDENTIAL DRIVE APPROACH - TYPE "B" ST -8 COMBINATION SIDEWALK ST -9 RESIDENTIAL CROSS GUTTERS ST -11 PAVEMENT PATCHES ST -12 TRENCH BACKFILL AND COMPACTION REQUIREMENTS T-1 STREET SIGN T-2 MISCELLANEOUS SIGN DETAIL D-9 DRAINAGE BASIN D-10 DRAINAGE BASIN OUTLET STRUCTURE D-12 CHAIN-LINK FENCE D-13 CHAIN-LINK GATES D-14 CATCH BASIN TYPE "A" SW -4 MANHOLE TYPE "B" SW -6 FRAMES AND COVERS FOR MANHOLES & CLEANOUTS CALTRANS STANDARDS THE FOLLOWING CALTRANS STANDARD DRAWINGS ARE HEREBY INCORPORATED AS A PART OF THESE PLANS: A88A CURB RAMP DETAILS A88B CURB RAMP AND ISLAND PASSAGEWAY DETAILS LEGEND ABBREVIATIONS EP EDGE OF PAVEMENT R/W RIGHT OF WAY CB CATCH BASIN EXISTING FIRE HYDRANT TC TOP OF CONCRETE INV INVERT JB JUNCTION BOX FL FLOWLINE SD STORM DRAIN FG FINISHED GRADE EXISTING BLOWOFF CL CENTERLINE GB GRADE BREAK MH MANHOLE 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 10 – – – i – – CENTER LINE WITH STATION LABEL E-- -C}- EXISTING POWER POLE AND GUY – – – – – – – – – – – – EXIST. RIGHT–OF–WAY LINE to EXISTING CONDUIT PULL BOX - a - - —0 D EXISTING STORM DRAIN AND MANHOLE EXISTING CATCH BASIN s s EXISTING SEWER AND MANHOLE ® EXISTING CAN PULL BOX w w EXISTING WATER ® EXISTING ELECTRICAL SERVICE c c EXISTING GAS – ON OH OHEXISTING OVERHEAD LINE O EXISTING CONCRETE MONUMENT Eo Fa EXISTING FIBER OPTIC + EXISTING STREET SIGN E E EXISTING ELECTRICAL EXISTING TRAFFIC SIGN T T EXISTING TELEPHONE LINE ® EXISTING ELECTRICAL VAULT N N EXISTING CABLE TV ® EXISTING TELEPHONE VAULT x x x x EXISTING FENCE zea --fl � ���— �—� •o- o-- EXISTING BLOCK WALL Q EXISTING TELEPHONE MANHOLE � — Ali 1 LIP— � — _ - m EXISTING TELEPHONE PEDESTAL _z//_ ________________ EXISTING CURB &GUTTER MB �FLOWLINE ® EXISTING MAIL BOX BACK OF WALK ��� EXISTING TREE DETAIL DESIGNATION: ITEM OF WORK: <�� BEARING AND DISTANCE --� DETAIL LETTER CURVE DATA: SECTION DESIGNATION: A SECTION LETTER 2 A SHEET WHERE DETAIL IS SHOWN 2 SHEET WHERE SECTION IS SHOWN EXIST. IMPROVEMENTS COMPLETED PER PHASE 2 41 i ► �- - - - --4TH �STREITT -. I I 1BILL AVENUE EXIST. IMPROVE MENT3i; ► i I! I it I I i t �� COMPLETED PER PHASE 6 tj VIE` 3" _jI L. _ - ° w °,1I 3RD RESTS 3RD STREET ... - , _r � W o , ���aa?►t'j�j�j� — ♦� ��.. •!;•moi ! �.�,_ ►.�►,, ♦,; �i��♦ - ,u� 111 ���A��r I ��':�l" �' i�C: •�+;Tr, .•��� ��o��o♦�� — ; �� • ���+���j u��j►�j��*�:eAtim "`:������ �►i►®t�!�I`.• �+►irr i����! �1�oi���♦�� ►V� h�.i~��rr ►1,�.�.,.���.�i•�, �... .oa; �� . �i b'��It�♦ {iii♦ \ so 0 IV I two T db s.! st S ?nd st SAN DIEGO STATE OF CALIFORNIA PRUEL I LOCATION Ra", UNION CE DETER Y HU71 LOCATION MAP LIST OF DRAWINGS SHEET 1 TITLE SHEET PHASES 1 B & 5 SHEET 2 "U" ST. & 1 ST ST. STORM DRAIN PHASE 1 B SHEET 3 RETENTION BASIN PHASE 1 B SHEET 4 2ND STREET IMPROVEMENTS PHASE 5 SHEET 5 2ND STREET IMPROVEMENTS CONTINUED PHASE 5 SHEET 6 2ND STREET IMPROVEMENTS CONTINUED PHASE 5 SHEET 7 U STREET IMPROVEMENTS, PH. 5 PHASE 5 SHEET 8 "V" STREET IMPROVEMENTS, PH. 5 PHASE 5 SHEET 9 TYP. SECTIONS & DRIVE APPROACH PHASE 5 SHEET 10 "V" STREET IMPROVEMENTS, PH.8 PHASE 8 SHEET 11 "V" STREET IMPROVEMENTS, PH. 8 PHASE 8 SHEET 12 "V" STREET IMPROVEMENTS, PH. 8 PHASE 8 SHEET 13 "V" AND 2ND STREETS IMPROVEMENTS, PH. 8 PHASE 8 SHEET 14 1 ST STREET IMPROVEMENTS, PH. 8 PHASE 8 SHEET 15 3RD STREET IMPROVEMENTS, PH. 8 PHASE 8 SHEET 16 CITY STANDARD DETIALS PHASES 5 & 8 SHEET 17 CITY STANDARD DETIALS PHASES 1 B, 5 & 8 SHEET 18 CITY & CALTRANS STANDARD DETIALS PHASES 1 B, 5 & 8 [p M nA 2 [E 7/ w �. a I L — — I PHAS B I F" ------- I ---------- ------ -.-- - - ----------------- it i SE. CORNER SECTION 31, T.29S., PROJECT BENCHMARK KEY MAP. R.28E., M.D.B.M. & INTERSECTION ELEV. 391.40 (NAVD88) SCALE: V-200' OF UNION AVE. & BRUNDAGE LN. CITY PROJECT NO: T71<218 File Name: COB 17008TS SUBMITTED BY: RICHARD MEYER, R.C.E. 28 DATE PRIN I UA I E: Y-Ub-1 b II 1777h� z i CD \ 0 z z M \ o m o \ CD to w '1r) Ln I I D N 6 < s s I o x w I,00m 395 394 393 392 391 390 389 388 L 1� m "- // NLn EXIST. 18" DRAIN 0� EXIST. 12" SEWERS G �� ` A c G \ m i\ (nJ 11 A / �I 19U9 s ��E]E!4`,77 I' V)CI i C5 IL 00 X R/W / _ - I I o g a rn �J it w m \ / w a. cn , \ UTTER LIP W - — /-- w' 14 i 15 w it .I ¢I i II 1 wl ( ` �! +I lo- !� t I I H I N l I W cn I I W III I I I I I I I I 1 i i 1 I I 11 i s I A I III t i INTERSEC110N 1ST ST. & _____----------------- "V" ST. (MON'T NOT FOUND) � RE STA. 14+47.67 1ST ST. WEST = STA. 14+47.67, 11.25LT. 1ST ST. EAST N PLUG EXIST. 24" STORM DRAIN A MINIMUM OF 2' EXIST. MH NO. 7 PER PH. 1A PLANS FROM EXIST. MANHOLES. SLURRY FILL APPROX. 18± STA. 14+51.68, 5.00RT. 1ST ST. W. _ LF OF REMAINING PIPE PER THE SPECIFICATIONS. STA. 14+51.68, 6.25LT. 1ST ST. E. AND INSTALL CONCRETE PLUG AT EACH MANHOLE. INTERSECTION 1ST ST. 1ST ST. -\ 14 S8,91711 -E _ _ �� I ; & "V" ST. (NO MON'T) 1ST STREET -1 - o U) I STA. 14+47.67, 11.25RT. 1ST ST. W. CONSTRUCTION ---€ I = STA. 14+47.67 1ST ST. E. INTERSECTION "U" ST. & o EXIST. MH NO. 6 I \ 15 - S89'11.44Y _ _ N PER PH. 1A PLANS ' - - REMOVEEXIST.-PLUG & 1ST ST. (MON'T NOT FOUND) o STA. 14+ 1.43, 5.0 RT. (SSTTA A. 10+00.00 "U" ST. _ - -- _ I CONNECT TO EXIST. 24" S.D. CONSTRUCT MH . 10+00.00 1ST ST. - I I TA. 14+77.30, 9.18RT. NO. 9, D-48" sw-4 W � � I I " - , » � io STA. 15+30.00, 18 �' X J �, I , ERsr 24" sTo 18 73RT ABANDON EXIST. S ORM DRAIN N `� AND INSTALL CON RETE PLUG AT MANHOLES 1 = Iy EXIST. 24" STORM - - EXIST. 18" DRAIN - - = PER PH. 1A PLAN NO *59'50'"E _ _ 0 ¢9, EXIST. MH NO. 2 J E "U" ST. PER PH. 1 A PLA --STA. 10+18.97, > EXIST. 12" SEWERS o GUT LIP J I l \ N Q IZ G FLOWLINE, ��t s G G 2 \ \ — 4 m \� N� � R W�` 1 \ W� I \ m X/ flLAj\\T 99U'99 STRIEET SCALES 10 0 20 40 HORIZONTAL:1 "=20' VERTICAL: 111=21 20 5 - EJ(IST. PIPE CROWN _ __ ------------ i '—---------------- - � IST. PIPE INV. INSTALL CONOM —PLUG. X STA. 9+94.98 cr ELEV. 390.69 INV. EXIST 18" S ELEV. 389.86 INV. PH'.1 A 24" N&E ` ___________________ - h ------------------------ y I i 6 1 INSTALL CONCRETE PLpG. FORM CHANNEL IN ISH. I 387 PLUG EXIST. 18" STORM DRAIN A MINIMUM OF 2' FROM EXIST. MANHOLES. SLURRY FILL APPROX. 400± LF OF REMAINING PIPE PER THE SPECIFICATIONS. EXIST. MH NO. 2 PER PH. 1 A PLA STA. 10+18.97 ELEV. 390.74 INV. EXIST. 18' E&W ELEV. 389.91 INV. PH. 1 A 24" N- _ 395 i 4_.._.._________ __-_ 394 393 392 1 / 91 _ _ • '� 90 �-- EXIST. 24' S.D PER 389 PH. 1 A PLANS 388 rl------- - 387 10 �°, N Oi N + CD N Q W(n \ \ \ W >- 1 � , e I I PH lq P�,q S ORAiN 1 EP \\ oa aoI I L_ --- � Ln Lo / N DRAIN I a >< I b R/W NS II III �, _�-- , ,_.- - - I ON ICT 24 I I CONSTRUCT RETENTION 8.36LT. I I I I I �STORM DRAIN BASIN, SEE SHEET 3 X� I ►- L w I N ,/ — — — — — — — - -00 1 .� -- x I I xj I ►- cn Tf I I� c� , o 11 0 » END 24 STORM DRAIN 0 III �___ STA. 15+30.00 88.50RT. NS 0 a� OUTLET STRUCTURE C RST S=IET STA. 15+30.00, 95.83RT. 3 SCALES 10 0 20 40 S H0RIZONTAL:1 "=20' VERTICAL: 1"=2' 20 5 s 4 CONSTRUCT MH NO. 9, D=48" 394 _-__---- 18 STA. 15+30.00, ELEV. 385.31 394 T�. 393 393 I t 1 392 ' p ` _ _ . ___--- 1392 391 ___ _- _._. -_ ____ _ _ 391 I 1 1 1 1 390 I _ 1390 PROVIDE CLOSURE COLLAR IF REQUIRED 389 -___ _ w--__ 389 SEE DETAIL B 2 ' i 388 _ _ _ __. - _-_- _; 388 I 387 71C387PIPE CROWN I j 386IPE INVERT ---- - 386 S=-0.20%+ACTUAL SLOP 385385 - `REMOVE EXIST. PLUG --&-CONNECT -! 385 EXIST. 24" S.D PER TO EXIST. 24" STORM DRAIN PH. 1A FLANS ELEV. 385.42 STA. 14+77.67, 3841---- --_-- 15 ---_ _----__-_� 384 CONSTRUCT 53.89 LF (TRUE LENGTH) OF 24" CL. 3 RCP-RGJ STORM DRAIN jpj C=== RET STREJECTI 12 13 ' ^ 20 394 393 �O� 392 391-._-- 390 389 388 1 1 387 ' 386-.. 1 1 II1 1 385 - 00 II %% 384 M • 383 N m o �o� 382 ul) � -_ 381 380.- 379 80 379 -- 378-, -378 . 394 393 392 --- 391 390 389 _____/-FINISHED GRADE __ __ OVER STORM DRAIN--------- 388 PIPE CROWN 9,29 PIPE INVERT-" 387 386 Z 385 Q L w06 o 00 o - 384 O U U) � + N Lo_ � 00 W V) LiU O7 382 o0 cn o Lo i Po0(j j_ Lo re).-- 381 �-- __j c=30i cn W - _-_ 380 I 379 378 377 1 CQNSTRUCT--6�.� C , 3 RCP-RGJ STORM - " ___- ;-EF-,OF24 DRAIN - -- -.. 377 3761, W .._„ Q 376 ' ' RT. 80' RT. 20 RT. 40 RT. 60 100' RT. 120' RT. STA. 15+30.00 C_ PROFILE A CD W SCALES 2 H (f)O>O LL H0RIZONTAL:1 "=20' Q I— VERTICAL: 111=21 Z U) 6.0" MIN. 1' MIN. 1' MIN. m Z Z H O W ::) 2 LL �- L1J O CIS > �. T— o U m W 2.0" MAX. PIPE EXIST. PROPOSED DIA. PIPE c _ STORM DRAIN V ) ---- ----------1-- --- --- -------------------- 6.0" MIN. 3.0" MIN. PLAN 6.0" X 6.0" X W1.5/W1.5 WIRE MESH SECTION AT JOINT DETAIL - CLOSURE COLLAR 4 A CONCRETE w 1 co o t T o L 00 - O to z —' z RECORD DRAWING CERTIFICATION 6.1-1835 CITY RECORDS NO.: QD O c m co � U co i QD m W o .` co U co co -g co co ao O QD co c- o a�T- e 0 0 Z Io m 3 � o co u- O ,- o Oi0 Q co o t T o L 00 - O to z —' z W .._„ Q I T— If z - C) C_ W CD W H (f)O>O LL CC Q I— W Z U) U) O I --- m Z Z H O W ::) 2 LL �- L1J O CIS > �. T— o U m W CL O - z cf)W I-- Q W c _ V ) SHEET NO 2 OF 18 6viI "d-1 C14 Ln X W INTERSECTION 1ST ST. & "V" ST. (NO MON'T) STA. 14+47.67 q,^�' 15 S8971'44"E 16 � 1ST ST. 17 SEE SHEET 2 I •• CONSTRUCT NEW 6' CHAIN LINK °° I ��� o� o FENCE ON SITE PROPERTY LINE * EP SEE DETAILD-12 J 87 REMOVE EXIST. FENCE AROUND STREET R/W & �-- N I I3 9 .65 �'� tK-� RETENTION BASIN SITE �4, PROPERTY LINE94 X93 '� X X X X X X X X k------X---XX—X—X- --x— X X X X X CONSTRUCT 16' GATE z _ „ SEE DETAIL D -t3 C' TOP OF d ° 50 ° N N89'11'44"W 261.00' N FINISHED BASIN 3g ° � I ° 17 I Q ' O / — — — — — — — — — — — — — — —I -- — — — — — — — — — — II W \ O� I I ° a o ° x „1 -p I I 12 15 009 14 ti �0 I a i I RAMpti �1�' I d ° d 8' � 8' � N89 11'44"W 150.60'00 L I �n I ° , I i oo N 100YR VOL. REQ D. 5.93�F TOE OF ��� I a I Lo VOL. PROVIDED: 6.05 A FINISHED BASIN 1 I a ° d ° d 2%,, MIN. 0 0 � CORNER POSTS MAX. WATER DEPTH: 1 FT I REQUIRED AT �-� N89'11'44"W 65.39' � I a I; MAX W.S. ELEV.: 391.50 ° ° ° sa_ ----------------------------- -- --- _ --- ----=------------------------------------- 1 G , 12 ------- BUILDING CORNER I I �o o -� �' � -� - ,'moi of a ( I ��` OUTLET STRUCTURE C o I �� I -- 2.1 I I (,) vI d I a ..RTv V) o ��\ STA_ ----- - -- 3 - - ----------------------------------------------------------- '�/ I �`'' II C-4 1 _ _ _ L _ - ; \_ ROCK -SLOPE PROTECTION EXCAVATE AND BACKFILL WITH IMPORTED I Qo-----'--- ROC o o 3 I I I � r (1:1) + 12" THICK I SAND, REFER TO GEOTECHNICAL REPORT i (1:1) i zl ° J o 11 2� MIN. I-------------------------------------------------------____—__—_—__ -------------------- 1 J -�_ (2:1) oo QD 93 2 > I —____------ — — — — — — — — — — — — — --_ -----—___------__ _—__--_--------_-------------- —����I 00 ? - � � --_-_- TOE OF _ - - - --_ - .�'o � � d Q ° I #5 ®12" E 1 � o a o c� 9 I FINISHED BASIN S89*11'44"E 216.00' f/ 1 F 4ICY � d 4 ZD 1 1 m I d ° 4 Q d , Z�^: d X d LV" A a (O \ P z S89'11'44"E 246.00' 50 �p TOP OF o ��►r 0 4;.( �� g3 N FINSHED BASIN roo° I ------- —"4;N OOT ,Q_ I PROPERTY LINE REMOVE AND DISPOSE OF EXISTING PAVING REMOVE AND DISPOSE OF EXISTING BLDG �� MATERIALS FOUNDATIONS I �I III, � \ CHAIN LINK FENCE ON PLAN - RETENTION BASIN A �CONSTRUCT NEW 6' '° ° 20 40 SITE PROPERTY LINE SEE DETAIL D -t2 SCALE: 1 "=20'111'v 20 5 16 NOTE: EXISTING CONCRETE, PAVING, BOLLARDS, ABANDONED UTILITIES, AND ALL OTHER IMPROVEMENT WITHIN THE RETENTION BASIN AREA SHALL BE REMOVED AND DISPOSED OF BY THE CONTRACTOR. CONSTRUCT NEW 6' CHAIN LINK FENCE ON SITE PROPERTY LINE SEE DETAILD-12 16 2% MIN 2 — — p— MAXIMUM (100YR� HIGH W.S. ELEV. 391.50 — 1 8' MIN. Xx xv x/1 A&�W//y wAl Mi z EXCAVATE AND BACKFILL WITH IMPORTED SAND, REFER TO GEOTECHNICAL REPORT SECTION - RETENTION BASIN SCALE: 1 "=20' PLAN -OUTLET (`_C SCALE: yr-, 0 3 r4al.is4aw.ii.riw R. 00 5' 0 LL CD C¢) m o��z0 Q 8" Ln 8" i� col CONSTRUCT NEW 6' CHAIN LINK 12' TYP. FENCE ON SITE PROPERTY LINE SEE DETAIL D-12 16 2% MIN 2 8' MIN. � 1 — � TOP OF POORLY GRADED SAND LAYER 14 15 SECTION - OUTLET D SCALE: 112"=V-0" 3 STALL E SEE [ (SHED RT EL. CN ROUTE ()(%V -C ROTECTION SECTION - OUTLET E ___) scnLE.vz-,�o" �3 5' 0 LL CD C¢) m o��z0 Q 8" 3'-8" 8" z SECTION - OUTLET E ___) scnLE.vz-,�o" �3 .W RECORD DRAWING CERTIFICATION PHASE 1 B 6.'-'$35 CITY RECORDS �a ` a :2tj 31� co coN W UT T o c� m 0co 0 � U co N X co (ll LL 0 m Nt 2 W o Q) .� v) NT 0 -,.. r) (J) 00 c� cy') C? c T. O co 60 U) c 0 C:) a_ ,— c 0 0 0 z cr a °m C) c as 0 0 LL CD C¢) m o��z0 Q 00 o rco d o u nuuuuuuuuuu uuuuuuuu� z i92911111111 .1 IN 1010111111111112111�u� M W �nnuuuun�:n�nnunuunnn■ T z o�a- = Z iiiiiidl W �nuu��.�u��uunu=uuuuuuu�= diiiiiiiiiiiiiiiiiiiiiiiiiiu LL LL O W Q > in �un.�uu�n�in�uuuuuuuu=u�� Z Z cj0O 011921111111111 oil n�nuuuuuuu u■ OEMIloilonanuuuuuuuuuuuu� � Z O 2 iu■ un uuuuu��uuunuuu� I_ O - W cc Cc CL .W RECORD DRAWING CERTIFICATION PHASE 1 B 6.'-'$35 CITY RECORDS �a ` a :2tj 31� co coN W UT T o c� m 0co 0 � U co N X co (ll LL 0 m Nt 2 W o Q) .� v) NT 0 -,.. r) (J) 00 c� cy') C? c T. O co 60 U) c 0 C:) a_ ,— c 0 0 0 z cr a °m C) c as 0 0 LL CD C¢) m o��z0 Q 00 o rco d o u co o °' W 0 z W M W Q T z o�a- = Z W =C) LL LL O W Q > U) cc - W Z Z Z cj0O m LL W � Z O 2 W W I_ O - W cc Cc CL 0 —z � W W F_ SHEET NO Q3 OF 18 ITEMS OF WORK i low, I I zl ' SE y t I I01 DESCRIPTION DET a 92 '' o x • REMOVE EXIST. CURB AND GUTTER AND. c` 0[ CONSTRUCT 8" CURB AND GUTTER (TYPE ST 17 b � T t A). TOP OF CURB AND FLOWLINE ALIGNMENT x \ - - TO MATCH EXIST. ---- _ _ -- \\ . � I L I I b g.• d o o .-s -- --- -- -- K, BLE, o K ° 1 - REMOVE EXIST SIDEWALK, IF APPLICA x - -x x MT - \ a - ° H. II x- --- --x / _ _..._ -°" -__ SIDEWALKSTOUTHE D MENSIONS SHOWN ONui ° 2 5T 8 17 THE PLANS L y ° NOTES ---—� X c - c —G— CONSTRUCT 6" RETAINING CURB AT BACK A&B II T -- - - - --- -- --- --- - _ - - __- _ _ _ ``'�_ --� ON 1. RELOCATE EXIST. YARD FENCES AND/OR GATES AND OF WALK AS NECESSARY 9 ro I o-- - - �N MAILBOXES IN CONFLICT WITH THIS WORK IN -; 0 3-------D - D - - D - - D - - D ACCORDANCE WITH THE SPECIFICATIONS. ANY CONSTRUCT CASE "C" WHEELCHAIR RAMP ! g88A DAMAGES SHALL BE REPLACED WITH LIKE OR BETTER 4 WITH RETAINING CURB AS NECESSARY PER KIND. CALTRANS PLAN A88A off � _. 2. WATER VALVE BOXES IN CONFLICT WITH THIS WORK CONSTRUCT CASE "CM" WHEELCHAIR RAMP A886 SHALL BE ADJUSTED IN ACCORDANCE WITH THE -- - - -- - - =-oH. - -- - 5TFTRA PLAN A88B TAIN AS NECESSARY PER 18 U r ° SPECIFICATIONS. CAL NS < e ° co cn WER PAVEMENT TO THE LIMITS SHOWN ON THE -- /�� I ° °, , a d ° °. ; ° • ,. vv POLES, FIRE HYDRASAWCUT, REMOVE, AND REPLACE EXIST. L 3, PROVIDE 36" MIN. IDNTS, GUY WEWALK ERES, MAIL OXESARANCE FROM O 9 °: 9 I I X ��� / a - - - - - a \°° STREET LIGHTS, AND STREET SIGNS. ---PLANS _ U . I REMOVE EXISTING DRIVE APPROACH AND ' QD r- _ _ ----- - -�-�- _ _ _ ....�, x -- -- -- ' c� 4. CLEAR AND GRUB ANY VEGETATION IN CONFLICT WITH F D I X 7 CONSTRUCT DRIVE APPROACH TO THE THIS WORK. HOWEVER, ALL PRECAUTIONARY 9 `}' Q i CONFIGURATION SHOWN ON THE PLANS � 4) � U- I _ MEASURES SHALL BE TAKEN TO PROTECT EXISTING �I LANDSCAPING IF POSSIBLE. ANY DAMAGE TO 8 RECONSTRUCT ALLEY CROSS GUTTER 9 m REPAIRED °° ' ' a°� _ ,; .. ,, v; RESIDENTIAL IRRIGATION SYSTEMS SHALL BE ° OR REPLACED WITH LIKE OR BETTER KIND. j W o - " # I E t RECONSTRUCT STREET CROSS GUTTER t i _ - a� b� i1 RELOCATE, REMOVE &REPLACE, OR ASSURE -1, � � � PLUMBNESS OF EXIST. ROADSIDE SIGN 17 0 � 2h\HD ST=IET - -- - _ REMOVE EXIST. DRIVE APPROACH 11 HYDRANT TO BE RELOCATED BY CALIFORNIA � � AND CONSTRUCT DRIVE APPROACH WATER SERVICE Q co EXISTING ; -' N TO THE CONFIGURATION SHOWN " " � CQ _, o -, w CONSTRUCT CASE F WHEELCHAIR RAMP A88A w IMPROVEMENTS DEMO ABANDONED x o �,� oCl _ o o " AND IN ACCORDANCE WITH THE 12 -� 18 �r _ J PER PH. 3 POLE FOUNDATION w co SEE DETAIL A > I �? N �r; co3 PER CALTRANS PLAN f„ ,� ,� ; N ev v c,, CITY STANDARDS SEE DETAIL T- - I N � Ij I I� x CL o I I I' ' 0 4 wloi. o 0 0l I s o 0 17 co t CURVE DATA N0. 19 w .. `• . Q o SEE DETAIL H > N 12� �? D= 90'00'00" I . I( ,�, f- 2 3 r i 9 o Q + + I I n ,x Q�N N ��= 12 �G6 II E2 o I w + E-- � � t 4 + + + �` EXIST. DRIVEWAY Q �. R = 18.00 Q o I o w 3 2 c� cn � = o '----- ----L ------------------- �___________ no T oc I c..> C i < I i a; � _ - . m X I L- 28.27, d- � i ° ° c a Q R W M c~n L.i v~i a oz 5 c 3 cv 2 3 °° °' ¢ ��- Q rn ti o t z T = 18, 00 r i o V w ..»_ _ ..1 __..._ I tri u) i �i to cn ° Q ¢ 10 z °pyo° -v— -- - -- -- .¢ o - Q R/WI a iI` I° - 1 _ 0 1 b :� —�- ° x o _ - �--�- - - - - - --- ° t - < _ - r - - - < -77 7-e 77 ° 4 ° e � .< � .-I OH �M ` 4 ° d - I -t � I � ° � fi N - _...v _ 6 1 o rot --' - - - - - - - - - -- - - -�-_ � 19 � � o ._._- � - c c c - nn nn nn � � I off 111---oH EXIST. FLOWLINE �, ( N 1 6 EXIST. IMPROVEMENTS OM -t-' a , °� ---- � I � EXIST. LIP `� � 1 p 11 1 I i ___-- --`" ___-- °'` `-- - - ________-- �' PER PH, 1 A � - � �' ' / I --- --' S I D - D -- D -- -- D - % 1 > :� �S�9'10'50"E 310.00' S7910 50 E 170.00 4�- _ _ _ _ 1 --- INTERSECTION 2ND ST. & I 2ND STREET EXIST. LIP o I "T" ST. (MON T NOT FOUND) B.C.R. E.C.R. --••-c�°ti o EXIST. FLOWLINE .,-�- -'�' - �- - - _ `� 1 6 STA. 5+26.00, 20.00RT. STA. 5+56.00, 20.00RT. CONSTRUCTION�, —"-----------"--------------- ----- — _ _ _ _ �..oN -- J - - - - - - o .00 2ND ST. rn o II _I STA 3+86 0 I ° T - -' -•---° �3 rn STA. 17+87.65 "T' ST. �_- ---- - - _- --- _ —___ - -- - a: _-- -_-_----------------- -- 1 6 8 — — a a A < x.� x 4 D ETAI Lcc o CD X ; �° \ Z 4 / — I. ° 000 _ _ I SCALE: 1'1=6' I 20 R W ° ° (� -°I - I ` 4- I t X 2 3 / � ` � 6I 20 C)I F_/° I ° I---- - - i . m i °° °° 1 1 6 , 5s 8 " a 5 _ !� _` o REALIGN .� .�� 10 ~ 2 3 \� " o SEE DETAIL B I I o Q' I SEE DETAIL C 0° a'' .6, X t I EXIST. FENCE PH . 6 I / o co 0 0 00 - �s 6, ca a I t 4 SEE DETAIL H c' cc C6 o o Q 4 ` c 0.10 �, ( I w N CURVE DATA NO. 20 N I I I 120' N 3 ca r X X 9 I I - o D= 90'0'0" + I I+ - I I vel I R = 25.00' QIP I QIP 0 4° X I I I `n L- 39.27' 'Y' III I `r' _< o �R, C) o1CD `. 0 0 0 o a° Zi A I I '� CD T= 25.00' c cnLr) I i c� cr' N 8.33 �s Q° a �D�� a° 0 0 0 4 h IT I Q Q I° o O n0 /-7 �i cn w cn m V) a / o F_PLAN 2ND ' a 10 ST=FaT _j - 00 �: d- � M v v �' "' �' �; ��� �G� -EXIST. DRIVEWAY, �� �'9� o I w J w w uj w w = Jui w w -1 7 o c� w w Q o 'n c o I FINISHED r� o 0 0 o 0 cn 396 __. ___ _ ___� _ _ GUTTER M m _- '� - _ _ N � X o 396 DETAILrB c " FLOWLINE '�'+ u I EXIST. GUTTER + ! EXIST. GUTTER I � m FLOWLINE c > Q cv w X c� Q Q FINISHED GUTTER �. SCALE: 1 "=6' 395 m - - w ~ S=-0.14% 4� FLO - m ; _. w - FLOWLINE d � 95 1 u -i w w (n WLINE M w 3 -.-=--0.2 0.1 a - _+ -0. o `rs S=-0.14 U) 8 5 6 r-Ocrt n r• -I 394 '� • ---- _ r7 M M M r7 re) I-- • ,< 393 w w w w w w _ TYPICAL ALLEY 393 ° 0.10 3 _ \ 5CROSS GUTTER 6 - �00 1� ')RmnNr, E 38.27' ALONG E NORTH FLOWLINE } �� °,� 8► 396 - rn EXIST. GUTTER FLOWLINE I 395 394 393 SCALES 10 0 20 40 HORIZONTAL: 1"=20' VERTICAL: 111=21 20 5 X w 0 00 co 00 rn w 00 r - Q0 co Iw C5 w w W + -- W cn S==0.10% v TYPICAL ALLEY CROSS' GUTTER 1 It"10' ° ° �`I. ° 0 2 3 � a fa— � \, cl) i W � ,EXIST. DRIVEWAY, 396 7 FINISHED GUTTER <w F1QWLINE0 CCl)a. 395 D TAIL CN� s— 0.1 1 - - - SCALE: V=6' 4 EXIST.- GUTTER 394 FLOWLINE RECORD DRAWING CERTIFICATION po 393 6 w 6.1-1835 PH CITY RECORDS NO.: 23 24 25 c 0 0 Z o CC rmA(n c0 a_ o co ib_ c O co - 8 T y <r,-. m OO m'o O rn �o O � 0 Q L o z W U) CDF__ Q z Z Lo LU 0 _ .._ I W_ CIL W (j)0>0 LL W Cc z rr W Y z 0 CL Q C!) �--- m -- LL_ p w 75 LL o I— w > - W CL U 0 c z Cf) _ Q Lu z w Cv cc CI) SHEET NO. (3 OF 18 G o ► G STREET CROSS GUTTER o - z D §79'10'50"E 310.00 6 1 — - - D REMOVED PER p H. 1 A - - EXIST. 18'p DRAIN ' INTERSECTION 2ND ST. & DONNA AVE. (MON'T NOT FOUND) Lu STA. 6+96.00 2ND ST. o w z STA. 17+34.56 DONNA AVE. Q/��-------- C) z o 21 Z: 4 X o Q / 10 w o 6 = N PH. 5 r CURVE DATA P H . 6 �--- D = 90.0'0" GRIND I + R = 25.00 TREE STUMP ct I = 39 97' 396 Q Q IT I ' c� E" Q W v V) �Ww LL F- W rn L liJ 394 X00� i C1) j co W 0 co FLOWLINE( PH 1) J J I 393 2 w = m O 396 Q r I EXISTING IMPROVEMENTS Ln cv o I C) (o ,- W cr- > 11395 ¢ _. _cr - Ucri 3 M V) I I PER PH. 1 A i 394 FINISHED GUTTER00 CALTRANS PLAN A88B I� w `— a FLOWLINE .LI-7 --I-----Uji- —� -- vrn G o ► G STREET CROSS GUTTER o - z D §79'10'50"E 310.00 6 1 — - - D REMOVED PER p H. 1 A - - EXIST. 18'p DRAIN ' INTERSECTION 2ND ST. & DONNA AVE. (MON'T NOT FOUND) Lu STA. 6+96.00 2ND ST. o w z STA. 17+34.56 DONNA AVE. Q/��-------- C) z o 21 Z: 4 X o Q / 10 w o 6 = N PH. 5 r CURVE DATA P H . 6 �--- D = 90.0'0" GRIND I + R = 25.00 TREE STUMP ct I = 39 97' 396 Q Q IT c- 395 c� E" Q W v Lo �Ww LL F- W rn L liJ 394 W FINISHED GUTTER i C1) j co W 0 co FLOWLINE( PH 1) J J I 393 Q wW No, _ - v w ci II�L�1�11 'Its ll� 10119-0— 1 K(KI IONIC III I INE L"§ IN Nho kq it MODIFY DRIVE APPROACH EXIST. 10' AS SHOWN TO CLEAR j SEWER EASEMENT EXIST. GUY WIRE 00 C, REMOVE EXIST. >- sr-� SEE DETAIL TREE' / ' CONSTRUCT 10' DRIVE APPROACH 17 + ' i IN NEW LOCATION. INSTALL I rv-% I I rCUfiKlr% f%ATC AT CC'AIrtC 1 WE' 0 w 6 — —REMOVE EXIST. DRIVE APPROACH & SLIDE GATE & CONSTRUCT FENCING AT BACK OF WALK n T- S79'10'50" E 304.00' r 2ND STREET 1 CONSTRUCTION EXIST. LIP EXIST. FLOWLINE So Cn X w _ Mrro IT rn _ V N "? + Lo Q F- W rn W _ (n W II i C1) j °O w ZW=w w a _ �< m O 396 Q r Ck� Ln cv o I C) (o ,- W cr- > 11395 ¢ _. _cr - Ucri _ c~n - - X - - _ w `w 394 FINISHED GUTTER00 Cn X w _ Mrro DESCRIPTION rn _ V N "? + _ Q 1 A). TOP OF CURB AND FLOWLINE ALIGNMENT W W }a W II > J °O °D = a _ M w m w n _--_----- —�� ._-- S=-0.18% OF WALK AS NECESSARY q9 S=0.10%- CONSTRUCT CASE "C" WHEELCHAIR RAMP 4 WITH RETAINING CURB AS NECESSARY PER co °' � 39.27' ALONG 393 J I - w % NORTH FLOWLINE CD F- 00 — cn °p DESCRIPTION O o v- + N sT-1 1 A). TOP OF CURB AND FLOWLINE ALIGNMENT X EXIST. GUTTER ,' ---- N REMOVE EXIST. SIDEWALK, IF APPLICABLE, °O °D = cn FLOWLINE-- n----- m w n _--_----- —�� ._-- S=-0.18% OF WALK AS NECESSARY q9 D CONSTRUCT CASE "C" WHEELCHAIR RAMP 4 WITH RETAINING CURB AS NECESSARY PER .�—-------- ---- -- - - - - - W LL W 0 S=-0.18% A88B 5 WITH RETAINING CURB AS NECESSARY PER FINISHED GUTTER00 CALTRANS PLAN A88B Y- w W I FLOWLINE M TYPICAL ALLEY of CONFIGURATION SHOWN ON THE PLANS w w C) -,----- -- F- 00 — cn °p DESCRIPTION O o v- + w sT-1 1 A). TOP OF CURB AND FLOWLINE ALIGNMENT X EXIST. GUTTER ,' ---- oO ---- REMOVE EXIST. SIDEWALK, IF APPLICABLE, °O °D = cn FLOWLINE-- n----- m w n _--_----- —�� ._-- S=-0.18% OF WALK AS NECESSARY q9 D CONSTRUCT CASE "C" WHEELCHAIR RAMP 4 WITH RETAINING CURB AS NECESSARY PER .�—-------- ---- -- - - - - - W LL W 0 S=-0.18% A88B 5 WITH RETAINING CURB AS NECESSARY PER FINISHED GUTTER00 CALTRANS PLAN A88B Y- SAWCUT, REMOVE, AND REPLACE EXIST. 6 PAVEMENT TO THE LIMITS SHOWN ON THE W I FLOWLINE M TYPICAL ALLEY of CONFIGURATION SHOWN ON THE PLANS 8 RECONSTRUCT ALLEY CROSS GUTTER CROSS GUTTER V) E 9 8 z Lu CC 1 RELOCATE, REMOVE & REPLACE, OR ASSURE ITEMS OF WORK 1 6 5 8 I 396 _ -- _ _ ._- _._-- ---- -__ _ _ ------ 0 - tK tK 395 �' c 018% �� at`' 394 393 rn SEE DESCRIPTION DETAIL REMOVE EXIST. CURB AND GUTTER AND CONSTRUCT 8" CURB AND GUTTER (TYPE sT-1 1 A). TOP OF CURB AND FLOWLINE ALIGNMENT 17 TO MATCH EXIST. _ Q ~ 395 REMOVE EXIST. SIDEWALK, IF APPLICABLE, W� AND CONSTRUCT COMBINATION TYPET- X-7 -� 394 2 SIDEWALK TO THE DIMENSIONS SHOWN ON 17 THE PLANS 0 3 CONSTRUCT 6" RETAINING CURB AT BACK (A -&- OF WALK AS NECESSARY q9 D CONSTRUCT CASE "C" WHEELCHAIR RAMP 4 WITH RETAINING CURB AS NECESSARY PER AaBA 18 CALTRANS PLAN A88A W LL W 0 CONSTRUCT CASE "CM" WHEELCHAIR RAMP A88B 5 WITH RETAINING CURB AS NECESSARY PER 18 CALTRANS PLAN A88B Y- SAWCUT, REMOVE, AND REPLACE EXIST. 6 PAVEMENT TO THE LIMITS SHOWN ON THE 9 PLANS M REMOVE EXISTING DRIVE APPROACH AND 7 CONSTRUCT DRIVE APPROACH TO THE F 9 CONFIGURATION SHOWN ON THE PLANS 8 RECONSTRUCT ALLEY CROSS GUTTER ° 9 9 RECONSTRUCT STREET CROSS GUTTER E 9 U z Lu CC 1 RELOCATE, REMOVE & REPLACE, OR ASSURE PLUMBNESS OF EXIST. ROADSIDE SIGN 17 HYDRANT TO BE RELOCATED BY CALIFORNIA 11 WATER SERVICE I- 12 CONSTRUCT CASE "F" WHEELCHAIR RAMP A88A PER CALTRANS PLAN 18 NOTES W � 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. 1 6 5 8 I 396 _ -- _ _ ._- _._-- ---- -__ _ _ ------ 0 - tK tK 395 �' c 018% �� at`' 394 393 rn c 10 �j co 0 0 U m 0 0 Q C 0 0 m0 z (1' u- co rn ❑ w . o cn � 396 � CU c� °p °' Q ~ 395 m W� ----------------- X-7 -� 394 U W� Q 0 393 9 D loaLfts-1, torp -m- I 1 10101 11 to Zil ------� a �. I��o G _ 0 8.33^% ���? ° o a N a ° a DETAIL A SCALE: 1"=6' 5 c/ 0000 0 0 \ 0O0OQ RECORD DRAWING CERTIFICATION 6.1-1835 CITY RECORDS NO.: 44 C 00 N W 0 a� a _U T co m _ rn QD co � U 000 co co Q (a) w LL a) � m W o 0 r - U) � i 0b C) 00 �Q0 �. w N o co 0 T) cz 0 0 z cr Cc li c 10 �j co 0 0 U m 0 0 Q C 0 0 m0 z (1' u- co rn ❑ z . J �— W z 00 Q 0 L0 ( 0 D -I W ma-z W tt) W LL W 0 C < W W z Y- cfi00 Q z cr M 7 ::D CL W p W LL 75 0 0 W U z Lu CC I- W p W � z N CI) SHEET NO. 9 OF 18 c C r REP PER THE SPECIFICATIONS EXIST. CATCH -----,,,, J.L1L uu , I �! •'J�J AND CITY STANDARDS SEE DETAIL CURVE DATA NO. 22 D = 79'27'12" R = 20.00' L = 27.73' T = 16.62' uU _ -- u 1 6 4 � EXIST. �11 �s9. 5pi o» --� _ nn nn nn E 304 pp u 23 l CURVE DATA NO. 23 D = 90'00'00" R = 20.00' L = 31.42' T = 20.00' CURVE DATA NO. 26 �;1 /2 3 m D = 3610 00 / cr -j R = 209.57 o w / = o o- , / EXIST. 10 0 o L = 132.29 z % SEWER EASEMENT a I '-" f� iw, z T = 68.43 �,' , % rn_ f w a o w v DEMO WALL FOOTINGS WIDEN'SW T;O�BLOCK WALL v \ w x V) r J Q ,� , Q CURVE DATA NO. 25 cy, \ w w + w j04 _00 IN THIS AREA N D - 90'00'00" + �r / X �-- ¢ w + AS NEEDED TO i _ coo o o o INSTALL ,SIDEWALK °�` o Q R - 27.00' �' 10 z c_� a E- 7 f- L= 42.41'Q \ ¢ / w z c� c o c� cnv F- Q 7 2 3 j .A rn R W T = 27.00' c.� rn i- off OH ELL 3 W _ - / I x EXIST. FLOWLINE I ' EXIST. LIP -- --------------------- -- ---= — ---------------- -- 25 o uj I G — — G G G G G D IN o u --- N ' �, 6 1 EXIST. 18" _DRAIN _ - - —�1 D - ----- q --- - 12 - - - --- - -- - --- - --- - - _ 1 3 --- _ _ I S89'11; 44" E 329.27 � _ - • • -- Z pq INTERSECTION 2ND ST. & "U"- - - - �- - - - - g - �, �" - - - - -- Z x CD ST. (MON'T NOT FOUND) & B. C. 2ND STREET o w -�Q MATCH EXIST I a I �_ i 6 STA. 10+00.00 2ND ST. 1 6 CONSTRUCTION s 5 � =� �► / - 3 o w '-- STA. 16+80.87 "U" ST. �� STA. 11+92.45, 20.00RT. EXIST. LIP 10 q o I L X w m U m O 0 o o y O V) EXIST. FLOWLINE — :. T J �' W — -- - -- -- - _ - - --- -- - --- - - - �1L f- o _ v ---------------------- 1 o o > ui V- v, 24 °. i a a . -EXIST. SIDEWALK- I N . ` O 4 !` o a - — ,X °• n `°o o ° °° ....: :� opo° ' N 001 ..... -- -- --- - x - B.C.R. -- -- --- f- i — — -- --------�-- -- �-- -- -- u - + + Z Of CURVE DATA NO. 24 I P% 5 10 0 - 1 6 E.C.R. R W I �\ � i I � D 79'59'06" m STA. 11+52.98, 20.00RT. I � cq i STA. 11 +83.45, 20.00RT. H r ;'� pH 6 R= 20.00 2 3 E.C.R. I 20 ' i. z 0�. W co 0 Ncy) ► �-- re J W n � N 4 z M . F-'" � M F-: 0)0) j 0o X w LLIw WI UJ UJ N C1) = = w = w ern -- 396 = ¢ � ¢ w Cr)J le J U WX w oo :2c> ti co+ III z CW 395 Q LL W LL_ p o rn V J °' �' W Q U) _.J J J ��-- cn _, -------------- — — FLOWLINE F4 - 395 S=-0.07% cn m cn S=0.14% 394 c.3 �► uj J _ r7;cr d- N �t W Nn .-- .- .- 393 — L.1., v� m ; cn r7 _ W 394 W w w �= W S=-0.189 27.73' ALONG Lo rn c w w W SCALES H0RIZONTAL:1 "=20' VERTICAL: 1'1=21 10 10 , L = 27.92 T = 16.78' 0 U Q uj STA. 11+57.91, 25.87RT. NEE \ B.C.R. STA. 11+78.52, 24.13RT. N � N cy) W J W ►- r-.: O V) X n w ++ Cl)_ _ ,�. _____ _ -.____ ___ EXIST. GUTTER ~ FLOWLINE ui S=0.12% 11 NORTH FLOWLINE W co 0 0 ► W re J W n N N 4 z M W � M 0 j 0o X w w WI ❑ N w = w T V Q < ern -- 396 C7 ¢ o 0 0 0 Cr)J le J U oc� ± d' � Lo :2c> + III z d- M LL W LL_ p o rn V J W �' W Q U) _.J J J ��-- cn _, -------------- — — FLOWLINE u) 395 Q � a w . w c.3 �► uj J m ❑ d- N �t W w U) CI) 394 �= W S=-0.189 cn 31.42' ALONG I[ 393 < SCALES H0RIZONTAL:1 "=20' VERTICAL: 1'1=21 10 10 , L = 27.92 T = 16.78' 0 U Q uj STA. 11+57.91, 25.87RT. NEE \ B.C.R. STA. 11+78.52, 24.13RT. N � N cy) W J W ►- r-.: O V) X n w ++ Cl)_ _ ,�. _____ _ -.____ ___ EXIST. GUTTER ~ FLOWLINE ui S=0.12% 11 NORTH FLOWLINE N 4 rn ro J w LD N 4 m M J w 4 FINISHED PUTTER-/,. 42.41' ALONG � FLOWLINE 12 W co 0 M ► W re J W n N N 4 z M W N M 0 j 0o j W WI ❑ N w �- In (fl °i _ - --- - - ------ - - T V Q < ern -- r -i rn Lo �i U-) soX o rn N 4 rn ro J w LD N 4 m M J w 4 FINISHED PUTTER-/,. 42.41' ALONG � FLOWLINE 12 10 0 20 40 SOUTH FLOWLINE 20 5 1 13 13 C14� - 396 4 cn po >; _ 395 U w W W 13 394 393 396 395 394 393 PHASE 5 ITEMS OF WORK SEE DESCRIPTION DETAIL REMOVE EXIST. CURB AND GUTTER AND CONSTRUCT 8" CURB AND GUTTER (TYPE 1 A). TOP OF CURB AND FLOWLINE ALIGNMENT 17 TO MATCH EXIST. -J REMOVE EXIST. SIDEWALK, IF APPLICABLE, AND CONSTRUCT COMBINATION TYPE T- 2 SIDEWALK TO THE DIMENSIONS SHOWN ON 17 THE PLANS CONSTRUCT 6" RETAINING CURB AT BACK A&8 3 OF WALK AS NECESSARY 9 CONSTRUCT CASE "C" WHEELCHAIR RAMP A88A 4 WITH RETAINING CURB AS NECESSARY PER 18 CALTRANS PLAN A88A CONSTRUCT CASE "CM" WHEELCHAIR RAMP A88 5 WITH RETAINING CURB AS NECESSARY PER 18 CALTRANS PLAN A88B SAWCUT, REMOVE, AND REPLACE EXIST. 6 PAVEMENT TO THE LIMITS SHOWN ON THE PLANS 9 -S-- --_ ----------------- --- -- _ _ _.-1 REMOVE EXISTING DRIVE APPROACH AND F 7 CONSTRUCT DRIVE APPROACH TO THE 9 CONFIGURATION SHOWN ON THE PLANS 8 RECONSTRUCT ALLEY CROSS GUTTER a 9 E 9 RECONSTRUCT STREET CROSS GUTTER 9 r 1 o RELOCATE, REMOVE & REPLACE, OR ASSURE ->> PLUMBNESS OF EXIST. ROADSIDE SIGN 17 11HYDRANT TO BE RELOCATED BY CALIFORNIA WATER SERVICE 12 CONSTRUCT CASE "F" WHEELCHAIR RAMP A88A PER CALTRANS PLAN 18 J 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. RECORD DRAWING CERTIFICATION 6.1-1835 CITY RECORDS NO.: ER W co 0 co ❑T Um 00co Q ► m re z � z M W 0 0 j > W j W WI ❑ CD �- In (fl °i _ - --- - - ------ - - rn L ern -- r -i rn Lo �i U-) soX o rn Cr)J le J U r� + c ± + w •— •- + •— n w_, y w III z n LL W LL_ p o V J EXIST. GUTTER 6' m �' W Q U) (n .� m w — w ��-- cn _, -------------- — — FLOWLINE u) S=012% S=0.12% S=0.12% S=0.12% FINISHED GUTTER 27.92' LONG � FLOWLINE TYPICAL ALLEY 11 CROSS GUTTER 12 10 0 20 40 SOUTH FLOWLINE 20 5 1 13 13 C14� - 396 4 cn po >; _ 395 U w W W 13 394 393 396 395 394 393 PHASE 5 ITEMS OF WORK SEE DESCRIPTION DETAIL REMOVE EXIST. CURB AND GUTTER AND CONSTRUCT 8" CURB AND GUTTER (TYPE 1 A). TOP OF CURB AND FLOWLINE ALIGNMENT 17 TO MATCH EXIST. -J REMOVE EXIST. SIDEWALK, IF APPLICABLE, AND CONSTRUCT COMBINATION TYPE T- 2 SIDEWALK TO THE DIMENSIONS SHOWN ON 17 THE PLANS CONSTRUCT 6" RETAINING CURB AT BACK A&8 3 OF WALK AS NECESSARY 9 CONSTRUCT CASE "C" WHEELCHAIR RAMP A88A 4 WITH RETAINING CURB AS NECESSARY PER 18 CALTRANS PLAN A88A CONSTRUCT CASE "CM" WHEELCHAIR RAMP A88 5 WITH RETAINING CURB AS NECESSARY PER 18 CALTRANS PLAN A88B SAWCUT, REMOVE, AND REPLACE EXIST. 6 PAVEMENT TO THE LIMITS SHOWN ON THE PLANS 9 -S-- --_ ----------------- --- -- _ _ _.-1 REMOVE EXISTING DRIVE APPROACH AND F 7 CONSTRUCT DRIVE APPROACH TO THE 9 CONFIGURATION SHOWN ON THE PLANS 8 RECONSTRUCT ALLEY CROSS GUTTER a 9 E 9 RECONSTRUCT STREET CROSS GUTTER 9 r 1 o RELOCATE, REMOVE & REPLACE, OR ASSURE ->> PLUMBNESS OF EXIST. ROADSIDE SIGN 17 11HYDRANT TO BE RELOCATED BY CALIFORNIA WATER SERVICE 12 CONSTRUCT CASE "F" WHEELCHAIR RAMP A88A PER CALTRANS PLAN 18 J 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. RECORD DRAWING CERTIFICATION 6.1-1835 CITY RECORDS NO.: ER W co 0 co ❑T Um 00co Q ► m re z � z W 0 0 ❑ T co cn com co Q 00 U Q0 .� _0 co Q Q) cn U - co � o W o j (..�co co o , o co co r s Qi co (° w a N coa- co coN W U Cc N ❑ U 0) 75 ❑ 0 z a cr a_ W co 0 co ❑T Um 00co Q 00 a o m0rn vU LL co O ai 0 z � z W 0 0 ❑ CD Lo ❑:D = z LU coW LL U- W 0 > W W z yco00 `t!-- z III z n LL W LL_ p o W - �- > -- �- o ❑ W CL W W W R ❑ �- z U) .. . SHEET NO OF 18 SEE DETAIL H 9 u s t r yy Y A 1� I S 1 "k It A= �w R 1 ITEMS OF WORK z SEE I • : 4 ,.F -`-t-DETAIL ...• / l i \l . . _,,... •, _ '"'-•.. ,'� REMOVE EXIST CURB AND GUTTER AND . ° : ° \ - _ = v P I' A 0 0 CONSTRUCT 8" CURB AND GUTTER (TYPE ST- . </ A). TOP OF CURB AND FLOWLINE ALIGNMENT 17 dA — `� W W W W I \ -••�-- TO MATCH EXIST. IF APPLICABLE, r. REMOVE EXIST. SIDEWALK, AND CONSTRUCT COMBINATION TYPE sT- 2 SIDEWALK TO THE DIMENSIONS SHOWN ON 17 t8 19 20 ,,.._-�------ ---�}--- ---- - — - - - THE PLANS CONSTRUCT 6" RETAINING CURB AT BACK A&B _ OF WALK AS NECESSARY 9 G " " A88A CONSTRUCT CASE C WHEELCHAIR RAMP / 4 WITH RETAINING CURB AS NECESSARY PER 18 \ /, - - -`_ ---- ------ CALTRANS PLAN 8A — . I '1 SE "CM" WHEELCHAIR ° CONSTRUCTC RAMP A88B A _ - o� �o\ 5 WITH RETAINING CURB AS NECESSARY PER °. - �%� CALTRANS PLAN A88B SAWCUT, REMOVE, AND REPLACE EXIST. PAVEMENT TO THE LIMITS SHOWN ON THE °,y !PLANS \/ :,e • :, ���_ .. `•., .._ _ ; . � , . :_ .. ~ \\ � �° � REMOVE EXISTING DRIVE APPROACH AND F CONSTRUCT DRIVE APPROACH TO THE �J~ I CONFIGURATION SHOWN ON THE PLANS 9 • I ° a/ /� ' 8 RECONSTRUCT ALLEY CROSS GUTTER 9 k. RECONSTRUCT STREET CROSS GUTTER 9 / /- I _ / / / / � ,� RELOCATE, REMOVE &REPLACE, OR ASSURE ` 1, IL I 10 17 99 99 PLUMBNESS OF EXIST. ROADSIDE SIGN MODIFY EXIST. SWING GATE TO RIEET9PHo J J CONFORM TO RECONSTRUCTED 0 0 0 o CURVE DATA N0. 28 HYDRANT TO BE RELOCATED BY CALIFORNIA C) 11 WATER SERVICE DRIVE APPROACH o � o N N o D = 43'49'6" " „ --- - - ' o= to «� oo t„ R = 80.00' CONSTRUCT CASE F WHEELCHAIR RAMP A88A cn o >- C3 >- of >- r� co <r co rn N 12 18 -+ Q MODIFY EXIST. SLIDE GATE TO `_ `_ � ,�; �.,; oo L = 61.18 PER CALTRANS PLAN CURVE DATA N0. 22 CURVE DATA N0. 27 �_ '"7 + + + u, --- „ + CONFORM TO RECONSTRUCTED + + + + + T = 32.17 D = 79 2712 ,_ D = 26'56'37" ' •J co I DRIVE APPROACH I E �' . it w oN o oN 20' 1 0 0 NOTES R - 20.00' o cP' R - 229.57' �� I i- I `� ! �' 1 `� ` CURVE DATA N0. 29 - a' c3 Q �' U' 7 I �' 7 7 I �'' �' cv c� '� ca `� ti "� Li 1. RELOCATE EXIST. YARD FENCES AND/OR GATES AND L = 27.73; o L = 107.96 i ' �-` m rn "' ~ ~ ~ 16 �' T WITH THIS WORK IN T = 16.62 \ T = 55.00' �� �'' ; 7 '-`' {" I 2 3 f R�W I I I _ - i - - - - ca m cn m cn Lei cn cci v~i w c~n D _ 36'55'3$" N MAILBOXES IN CONFLIC W T S 0 x _ _ - - - - - I R - 100.00 �; ACCORDANCE WITH THE SPECIFICATIONS. ANY o CURVE DATA NO. 31 m 7 .- ---- / mai ' �� - x - = X X- G. ~- L 64.45 - " _ , — o - �� ` _ DAMAGES SHALL BE REPLACED WITH LIKE OR BETTER + cr - -'"'� . ¢ e 9 :. 4 9 �i --- o + D - $3 6 32 / KIND. o ,� T 33.39 m R 27.27 iC CV ,� _ -"` �- -_ X • - '� 2. WATER VALVE BOXES IN CONFLICT WITH THIS WORK o _ L 39.56 `-' ►`� �St.- —`------------------- w —'—'---- w— -------------- — w -- ------w — ---- w -L ,X o' �? T= 24.17' SHALL BE ADJUSTED IN ACCORDANCE WITH THE ��-- f" :' �, �, 1 6 5 ` ` w cn = SPECIFICATIONS. \ U STREET r, N 5 � � 10 /i �_ _ _ / 3. PROVIDE 36 MIN. SIDEWALK CLEARANCE FROM POWER — -- - CONSTRUCTION CTI ON `� 8 � \ - � � � t8 ••• _ _ 19 N46'59'10"E 250.30' _ _ _ 20 _ _ ••• 29 �' � ° POLES, FIRE HYDRANTS, GUY WIRES, MAIL BOXES, �� E.C. I B.G. —T- --- _ 28 \ og000 a STREET LIGHTS, AND STREET SIGNS. a000 4. CLEAR AND GRUB ANY VEGETATION IN CONFLICT WITH STA. 18+13.16 STA. 20+63.46 0 0 1 6 THIS WORK. HOWEVER ALL PRECAUTIONARY 4 — -- --- — 26 / EXIST. LIP ►�, N ' p x 3 - -____ — c G G G G G G �' 4 / MEASURES SHALL BE TAKEN TO PROTECT EXISTING x�do��o,, Gs 6 22---�'" EXIST. FLOWLINE --------__— _-------- ------ -- ---- -- _---_ Sr 31 '� LANDSCAPING IF POSSIBLE. ANY DAMAGE TO •p0 p J'� °/ _ - - - - -` L -_ _ • ?jESIDENTIAL IRRIGATION SYSTEMS SHALL BE REPAIRED �� ?p _•_ o I �` o . 10 ?St6, / OR REPLACED WITH LIKE OR BETTER KIND. O sj, s� � � - -- -- ° =P -� � — �; � -EXIST. SIDEWALK- 7f IDEWALK �,y � -�'°ops O 2 3 Q rn 7 7 �, Q, I I m a, I � `N II ?p sty ,►�� INTERSECTION "U" ST. & / R�W o 0 <1\ / CURVE DATA N0. 26 0 I rn i n o �� / O°c' "V" ST. (MON'T NOT FOUND) 6��s. �� D=36.1' " QN Q� \ 4 /o G "" / > t 0 00 o Un �\ STA. 21+56.64 "U" ST. R = 209.57 ,- rn / STA. 19+80.84 V ST. U, � � CURVE DATA N0. 30 \\ - �' }' L = 132.29 0 �� c�� " 4 r T-68.43' w+ �'� I �� I D-1334906 o _ ? c� cn R = 31.64 cv \\ ,��, 'Lp\�9>>, RELOCATE Q L = 73.90 C,; sr�, EXISTING SHRUBS I I T = 74.21, m p�. \ � / F-- d � N 395 >; a4 . J � Ca W LTJ 394 - — 6i ` 27.73' ALONG 393 17 395 -- - 394 393 18 N N N N 0 LW4 - II I ." I FM Ii's Ivol . 0 S=O.15% z I 19 NORTHWEST FLOWLINE 17 SCALES 10 0 20 40 H0RIZONTAL:1 "=20' VERTICAL: 1"=2' 20 5 FINISHED GUTTER FLOWLINE ER"TfER FLOWLINE 20 CJ C6 TYPICAL ALLEY CROSS GUTTER ---- 21 co m (10 CD O j O N rn -J) U F¢ - w w U co W W w J W W w Z r7 Q m14- W O 4 10- CD it? + M ro m M �� C7 o+o Loro GUTTER I O `" W LL_ N r- FLOWLINE C? co �_ N N - "'5=0.15% m S=- .121 co w w co CD co m co — ----- a7 rn a) J J w W I _j w w w w 18 N N N N 0 LW4 - II I ." I FM Ii's Ivol . 0 S=O.15% z I 19 NORTHWEST FLOWLINE 17 SCALES 10 0 20 40 H0RIZONTAL:1 "=20' VERTICAL: 1"=2' 20 5 FINISHED GUTTER FLOWLINE ER"TfER FLOWLINE 20 CJ C6 TYPICAL ALLEY CROSS GUTTER ---- 21 co m (10 CD O j O N rn -J) U F¢ - w w U co W W coo f cn �n oo (10 O j O N rn -J) U F¢ - U) 5-0.151 w cn S=0.15% 19 SOUTHEAST FLOWLI I 20 - 21 PHASE 5 1'7 21 22 23 24 D r n J J 395 395 394 393 394 393 RECORD DRAWING CERTIFICATION 6.1-1835 CITY RECORDS NO.: 0 co N w 0 ca C.0 T (10 com rn 0)NO � 00 U co w J W w Z r7 Q m14- U O 4 10- CD it? + M ro m M �� C7 o+o Loro GUTTER I O `" W LL_ N FLOWLINE C? = �_ Ck� dLLI S=0.151 `' ~ o "'5=0.15% S=- .121 w w Lo r 00 — ----- a7 rn a) EXIST. FLOWLINE w W w w w Cy) 39.56' ALONG Ft 19 SOUTHEAST FLOWLI I 20 - 21 PHASE 5 1'7 21 22 23 24 D r n J J 395 395 394 393 394 393 RECORD DRAWING CERTIFICATION 6.1-1835 CITY RECORDS NO.: 0 co N w 0 ca C.0 T (10 com rn 0)NO � 00 U co w w w m14- L �Lo 4 4 10- CD Q M ro po Lo C7 o+o Loro GUTTER I O `" -1 a -i a Wm a FLOWLINE C? - _ � � S=0.151 `' S=- .121 w w r — ----- mown --------------- GUTTER .t----._ EXIST. FLOWLINE w W I i 73.90' ALONG 19 SOUTHEAST FLOWLI I 20 - 21 PHASE 5 1'7 21 22 23 24 D r n J J 395 395 394 393 394 393 RECORD DRAWING CERTIFICATION 6.1-1835 CITY RECORDS NO.: 0 co N w 0 ca C.0 T (10 com rn QD co � 00 U co -0 4) � Q 4J LL M c _ Lu 0 fnc117r cy) C � o cD cy-) c ao C/) c0 w N O oo CL 0 0 z co co _6cf)00 o 00 LL VJ O~ T Q U m o mo rn �� � 0 CL o a o z � LuCL = DmCLz W -w U) °aw Z > Y Uj O0 LL W LJL � O 2 o � w ~ � W U CLQ W w U) w cn = SHEET NO OF 18 i -i— G IN N �0 M I N rNINGINTIMMA I i 16 17 - EXIST. 24" DRAIN EXIST. '18" DRAIN i -- D -- D -- D I -- EXISTING 18" DRAIN —G G G G — 99V9 � 1L 1LULLd]ECT9 PHo 5 CURVE DATA NO. 28 D = 43`49'6" R = 80.00' L = 61.18' T = 32.17' \ \< CURVE DATA No. 30 EXIST. 10' D = 133'49'06" 28 s �, ` SEWER EASEMENT R = 31.64' \ w z , ��, I �s` L = 73.90' \ T= 74.21' �- �- o o o z o o a MODIFY EXIST.C) , N O N �„ \ ADJUST EXIST. o SWING GATE TO �' 10 �' �' _ �, I - CURVE DATA N0. 25 �;. o SEWER MANHOLE �' 'I? D = 90 00 00 Q� rn COVER TO GRADE Q CONFORM TO ,r, c , a- C14 m m N 10 I � 3 RECONSTRUCTED / X N o ro I + R = 27.00 SEE DETAIL 4 0 + 1 10 + 1 + L L - 42.41' I '-� 18 I V_ DRIVE APPRAOCH �� / i ' ` • o U i ,' 1 �-�i T=27.00 vrn 7 ��„ `` \\ 7 �- 2 3 vr� / / 4 -' �-'� Qom R/W / \ �\ 10 w � R/W \ \ cn m N �i \ �\� cn -- -- —�— -- -- ---�—� I -----T— -- — — — --- —------- --- 11 ° \ ------ - - - 4 - - 30 ° \ i -C-4 A - - - - - - OH- -- - Di -- -- - -EXIST. SIDEWALK -HO— HO .. ° EXIST. FLOWLINE INTERSECTION V ST. & �ON, INTERSECTION V ST. & i 00 6 1 c� T—F `N o 6 1 "U" ST. (MON'T NOT FOUND) LO LO EXIST. LIP 2ND ST. (MON T NOT FOUND) ,�V» STREET /'� N »» I / STA. 16+70.50 V ST. d °N � STA. 19+80.84 "V" ST. � � I 16 17 CONSTRUCTION ,�' 18 » , - - - - - 19 �, » % _ 20 - - - - _ NO'48'16"E _ _ _ STA. 13+29.27 2ND ST. ��� � - NO 4816E 310.34 _ - _ �—STA. 21±56.64 U ST. � � -�I EXIST. 24" DRAINEXIST. 18" D AIN _ _ _ _ _ _ �_ _ _ -- D--�--- D -- D -- D -- D -- -- D -- D -- D D --- D -- D -�_D D D D� EXISTING I �d\A ON ` I 18" DRAIN / EXIST. LIP -- G— G G G G —�G G G G G G G G G G -- __ — L -- T. F 0 !NE — /... YIE:XIS L WL vtl.. -- D -� D -- —�--8° _� _ - - - -- D -- -- -- - . E N Q Q D — -- D -- D -- D -- D -- - XIST -COEXIST —DRAIN — —. -.-- —18" D I �� ` N , cllj ° . a HO — C_ i X_ 7 R/W I R/W 396 _ r� 395 r as i � m I J J394 SCALES HORIZONTAL:1 "=20' VERTICAL: 1 "=2' EXIST. FLOWLII 16 10 N 0 20 40 C)I 00 W W' 4 � G D I- - co 5=012fo w 20 5 U j N cn J w CN N ca N N I O C)I 00 W W' 4 � G D I- - co 5=012fo w w w U j �-'� T M� V Fa - m W 39.56' I W VI1 LL ° S=0.12% 17 w cN =o O 42.41' ALONG Y m U j Ell 0 IN imuml "Ism IS v U-) 4 I I- C)I 00 W W' 4 � G D I- - co 5=012fo & GUTTER FROM PH. 3 AND - z 73.90' ALONG cf) W ►� W SHOWN PER THIS PHASE. W 39.56' ALONG 18 WEST FLOWLINE IN ON I pj u 10 " I I IN R I EXIST. GUTTER � cc m FLOWLINE cr_ m 0.12% — FINISHED GUTTER 19 FLOWLINE 17 _ LO U-) 4 01 394 C)I 00 W W' W { � G D I- w 5=012fo & GUTTER FROM PH. 3 AND a' z 73.90' ALONG cf) V_ 396 M wj w 395 ITEMS OF WORK SEE DESCRIPTION DETAI REMOVE EXIST. CURB AND GUTTER AND 1 CONSTRUCT 8" CURB AND GUTTER (TYPE ST-� A). TOP OF CURB AND FLOWLINE ALIGNMENT ; 17 TO MATCH EXIST. REMOVE EXIST. SIDEWALK, IF APPLICABLE, 2 AND CONSTRUCT COMBINATION TYPE T - SIDEWALK TO THE DIMENSIONS SHOWN ON 17 THE PLANS 3 CONSTRUCT 6» RETAINING CURB AT BACK A&B OF WALK AS NECESSARY 9 F CONSTRUCT CASE "C" WHEELCHAIR RAMP assa 4 WITH RETAINING CURB AS NECESSARY PER 18 CALTRANS PLAN A88A CONSTRUCT CASE "CM" WHEELCHAIR RAMP A886 5 WITH RETAINING CURB AS NECESSARY PER 18 CALTRANS PLAN A88B SAWCUT, REMOVE, AND REPLACE EXIST. .�.D. 6 PAVEMENT TO THE LIMITS SHOWN ON THE 9 PLANS REMOVE EXISTING DRIVE APPROACH AND F 7 CONSTRUCT DRIVE APPROACH TO THE 9 CONFIGURATION SHOWN ON THE PLANS 8 RECONSTRUCT ALLEY CROSS GUTTER D 9 9 RECONSTRUCT STREET CROSS GUTTER E 9 10 RELOCATE, REMOVE & REPLACE, OR ASSURE PLUMBNESS OF EXIST. ROADSIDE SIGN 17 HYDRANT TO BE RELOCATED BY CALIFORNIA 11 WATER SERVICE 12 CONSTRUCT CASE "F" WHEELCHAIR RAMP A88A PER CALTRANS PLAN 18 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 PORTION OF TEMP. CURB & GUTTER FROM PH. 3 AND RECONSTRUCT TO THE GRADES SHOWN PER THIS PHASE. CURVE DATA NO. 31 D = 83'6'32" R = 27.27' L = 39.56' T = 24.17 394 3941 rn 20 01 394 C)I 00 m >� REMOVE PORTION OF TEMP. CURB w w w n & GUTTER FROM PH. 3 AND a' z RECONSTRUCT TO THE GRADES cf) W ►� W SHOWN PER THIS PHASE. W 39.56' ALONG O LL ° W Q w cN =o O EXIST. GUTTERN Y m U j . Cl.. g m N OC H O ~" LZ 0 396 CDFLOWLINEo nFINISHED GUTTER w C14z C14 396 ~ U >; FLOWLINE ,Q < Q m 395 W jo (n 395 U) w i u') 00 394 3941 rn 20 rn LO CO 394 J m >� REMOVE PORTION OF TEMP. CURB w w w n & GUTTER FROM PH. 3 AND a' z RECONSTRUCT TO THE GRADES cf) om ::) az SHOWN PER THIS PHASE. W 39.56' ALONG PHASE 5 RECORD DRAWING CERTIFICATION 6.1-1835 CITY RECORDS NO.: `7\� z LO J >� W µ Q a' EARN co N Lu U a U U T c5 T co a' m co co Q o0 U Q0 4- Q � m � o W o `MM.J om , o U) 00 w rT^ w a7 C\J o co n_ 0 0 0 z a 0� U) g co S W T 6 Q T - U co ❑ry•• MM ll^ LL W VJ T� 1 O. c U m O � � caDD C13 a OU U ai EL ❑ ,< ,LL ❑ SHEET NO O OF 18 z LO J W Q a' z Lo cf) om ::) az W -w LL ° W Q w o LJJ z O � Y m U j 0 OC H O w LL o � � w ~ U 0 0W � Q W Ir w U) w i SHEET NO O OF 18 REMOVE EXIST. SIDEWALK, IF APPLICABLE, AND CONSTRUCT COMBINATION TYPE SIDEWALK SEE DETAIL sT-8 EXIST. DIRT GRADE 6" 17SEE PLAN EXIST. 8" CURB _ AND GUTTER EXIST. PAVEMENT WHERE NO CURB, GRADE AND a DRESS TO 4:1 MAXIMUM SLOPE 41 CONSTRUCT 6" RETAINING ---' CURB AS NECESSARY �o SEE DETAIL G 90% COMPACTED SOIL SECTION - SIDEWALK A 9 SCALE: 1"=2' 9 NOTE: CLEAR, GRUB, & GRADE ALL ALIGNMENTS FOR CONCRETE WORK. REMOVE EXIST. SIDEWALK, IF APPLICABLE, AND CONSTRUCT COMBINATION TYPE SIDEWALK SEE DETAILsT-s 17 EXIST. DIRT GRADE 6" SEE PLAN WHERE NO CURB, GRADE AND ° ° d DRESS TO 4:1 MAXIMUM SLOPE CONSTRUCT 6" RETAINING ::: CURB AS NECESSARY SEE DETAIL G 90% COMPACTED SOIL REMOVE EXIST. CURB AND GUTTER AND CONSTRUCT 8" CURB AND GUTTER (TYPE A). TOP OF CURB AND FLOWLINE HORIZONTAL ALIGNMENT TO MATCH EXIST. SEE DETAIL Ksff-l Ks-1SAWCUT EXIST. 21 „* 17 PAVEMENT. AND MATCH 2 NEW PAVEMENT TO EXIST. PAVEMENT PATCHT-i 17 *TYPICAL OR AS CALLED ON THE PLAN JLL V� 9 95% COMPACTED SOIL SECTION - CURB, GUTTER, & SIDEWALK SCALE: 1"=2' NOTE: CLEAR, GRUB, &GRADE ALL ALIGNMENTS FOR CONCRETE WORK. -ALLEY- SAWCUT EXIST. PAVEMENT. 2'-0" MIN. AND MATCH NEW PAVEMENT TO EXIST., TYP_ — — 8% MAX. PAVEMENT PATCH sT-fl REMOVE EXIST. CROSS GUTTER AND CONSTRUCT NEW CROSS GUTTER, CLASS "A" CONCRETE WITH MIN. STRENGTH OF 4,000 PSI SAWCUT EXIST. PAVEMENT. AND MATCH NEW PAVEMENT TO EXIST., TYP. PAVEMENT PATCH T -t 11 REMOVE EXIST. CURB AND GUTTER AND *NOTE: CURB HEIGHT MAY BE CONSTRUCT 8" CURB AND GUTTER* (TYPE ADJUSTED f1" TO MATCH A). TOP OF CURB AND FLOWLINE EXISTING SIDEWALK ELEVATION. HORIZONTAL ALIGNMENT TO MATCH EXIST. EXIST. SIDEWALK SEE DETAIL7� SAWCUT EXIST. PAVEMENT. AND MATCH 2'-0" NEW PAVEMENT TO EXIST. PAVEMENT PATCH T -t co 17 95% COMPACTED SOIL SECTION - CURB & GUTTER C SCALE: 1"=2' NOTE: CLEAR, GRUB, & GRADE ALL ALIGNMENTS FOR CONCRETE WORK. VARIES, SEE PLAN 2'-0" F-211 -STREET- SAWCUT EXIST. PAVEMENT. 2'-0" AND MATCH NEW PAVEMENT TO EXIST., TYP. PAVEMENT PATCHT-i 17 - 0.50 FT CL II AGGREGATE BASE TO 95% RELATIVE COMPACTION 0.50 FT NATIVE TO 95% RELATIVE COMPACTION, TYP. SECTION - ALLEY CROSS GUTTER SCALE: V=2' NOTE: ENSURE INSTALLATION OF EXPANSION MATERIAL AT ALL LOCATIONS REQUIRED BY CITY STANDARD ST -9 6'-0" SAWCUT EXIST. PAVEMENT. 2'-0" 4'-0" L 2'-0" 2'-0" AND MATCH NEW PAVEMENT 2„ TO EXIST., TYP. 7 PAVEMENT PATCHf1fT-t 17 REMOVE EXIST. CROSS GUTTER AND CONSTRUCT NEW CROSS GUTTER, CLASS "A" CONCRETE WITH MIN. STRENGTH OF 4,000 PSI �-- 0.50 FT CL II AGGREGATE BASE TO 95% RELATIVE COMPACTION 0.50 FT NATIVE TO 95% RELATIVE COMPACTION, TYP. SECTION - STREET CROSS GUTTER_ SCALE: 1"=2' NOTE: ENSURE INSTALLATION OF EXPANSION MATERIAL AT ALL LOCATIONS REQUIRED BY CITY STANDARD ST -9 13 14 OBSTRUCTION (POLE, GUY WIRE, HYDRANT, ETC.) �—x -x x -x -x�X� u-' a x— x x —X—X— CD wmw ^o o 0 A PLAN - FENCE RELOCATION rH SCALE: V=5' 9 -EXIST. DRIVEWAY - STREET R/W � RETAINING CURB IQ MATCH EXIST,MIN. DRIVEWAY WIDTH, AS NECESSARY* SEE DETAIL G g /—BACK OF p dy d d d d d p d 4 d q d d d q dA � d JCONSTRUCT DRIVE APPROACH *NOTE: A MAXIMUM CROSS SLOPE PER CITY STANDARD* OF 4% MAY BE ALLOWED UPON SEE DETAIL T-7. APPROVAL BY THE ENGINEER. 11 PLAN - TYPICAL DRIVE APPROACH F SCALE: 1"=5' Q 2" TO 12" ADJACENT SOIL GRADE 90% COMPACTED S+ 0 DETAIL - RETAINING CURB REQUIRED WHEN ADJACENT GRADE IS HIGHER THAN 2" ABOVE SIDEWALK OR DRIVEWAY. IF ADJACENT GRADE IS LESS THAN 2" ABOVE SIDEWALK OR DRIVEWAY GRADE ADJACENT SOIL FROM 2' AWAY TO TOP OF CONCRETE. 19 21 SIDEWALK :WAY WALK C -BACK OF� -CURB FLOWLINE LIP *NOTE: SEE APPROPRIATE PLAN FOR DRIVEWAY CONFIGURATION. SOME CONFIGURATIONS HAVE RETAINING CURBS ON ONE OR BOTH SIDES OF THE DRIVEWAY. RECORD DRAWING CERTIFICATION 6.1-1835 CITY RECORDS NO.: t. v cn FLo 0 _� Um co cqC V O 0 Ib- �au ai CU T T co m com � U co co 4� c � m W o 0 > co coo o Qo co a o0 Q� w N O oj 0- Q co N W U Cc a� o CO 0 0 z pp v cn FLo 0 _� Um co �' o 0 z rn r o V O 0 U ai z = -1 U W Q 0 Q 0 z 0_ o D n JW W [L— L— < W cr)0 z > W . 0 z � Q U) m � z LL pco LL p W 2 3: cf) ��z0 W o z COQ c C- U W c/) W W [r a- f— U) SHEET NO g OF 18 =I =I m1 �I �I 46 y: ---OH � f � � � {gyp.._. 1 I "�' °" °" off off Ho HO Ho HOA Q --.JL11—----------. — i T _T_-� T T T T T T T 7 T T T T (� n � f 8 9 1 11 NO'48'16"E 250.00' 12 _ _ __ .-_ --____-- ___ _ _ - _ _ I- _ _ _ _ _ _- _ _ „ _ _ -- _ _ _ _ _ _- _ _ _ _ _ __ _ _ _ _ __ _ _ �-- _ _ _ _ EXIST. 24 S.D. - _ _ _ _ _ _ _ _ & -- -- D -- D -- D -- D -- D _' D -- D -- D D -- D� D D D G G G ----- -� G �2 G G -�--- G G G - G G G G __F YET -1 — -- G— — -- G— — G G G G G G--) ZY,- • > . D �. - - - - - - - 4 - - DA LAM - - - -------- - T XT : 0 G L� " �� 6 G J .: > >I �. G ----±w G _ - - - �r 7 - s > e _ _ � .w -.e. ^- > s t -._ ..-- .-.-.. . . -._ _ �M•Ii'P" ' -_. __. _ _ _ I10._.1nIR- `s - - t -- FL I -Fj I- - - ` I I IIlk y......... t . � �u II I I cn LFILI 9j 997 EAT 0+ 00 +509 11HO lic: /pq 11L I I WkE T(a (n - ♦V) - f � OH I OH off -�+---- cn O . Ho--_ . o_OH C.0 I + I W p _ �- I I HO— �} off W O -4 , -- NO - o IT I/II F- o -oH-- OH w f— m cn G -- -- I\ID / UTILITY CC AND I�- Q 0 I rn of M 396= J O W � O N 395 � 0 U + 00 Z: 394 m �m r= r= I L/,_dL3 PLAN � 99%//7"9 S=IET 23+03 T(a +509 PHO 00) uumvr_ UH I H IVV. JJ D=90'0'0" R=15.00' L=23.56; T=15.00 REMOVE AND RECONSTRUCT CURBING ALONG I EXISTING RETURN IN COMBINATION WITH THE NEW X -GUTTER, ADA RAMP IS TO REMAIN. J — U. I U!0 s 9 FINISHED GUTTER M n►►n IKIC ITEMS OF WORK U m DESCRIPTION SEE DETAIL 1 REMOVE EXIST. CURB AND GUTTER AND CONSTRUCT 8" CURB AND GUTTER sT-1 (TYPE A). TOP OF CURB AND FLOWLINE ALIGNMENT TO MATCH EXIST. 17 2 REMOVE EXIST. SIDEWALK, IF APPLICABLE, AND CONSTRUCT COMBINATION T- s TYPE SIDEWALK TO THE DIMENSIONS SHOWN ON THE PLANS 17 A&B 3 CONSTRUCT 6" RETAINING CURB AT BACK OF WALK AS NECESSARY 9 4 CONSTRUCT CASE "C" WHEELCHAIR RAMP WITH RETAINING CURB AS A88A NECESSARY PER CALTRANS PLAN A88A 18 5 CONSTRUCT CASE "CM" WHEELCHAIR RAMP WITH RETAINING CURB AS A886 NECESSARY PER CALTRANS PLAN A88B 18 SCALES 10 0 20 40 6 SAWCUT, REMOVE, AND REPLACE EXIST. PAVEMENT TO THE LIMITS SHOWN,C,D, HORIZONTAL:1 "=20' ON THE PLANS j 9 VERTICAL: 111=21 20 5 M cn M J W 0 O O Q V) -2 0 cD pe) M W LJ Cn W O O c(n o 396 E C14 , V r-- i 1395 { FINISHED GUTTER I � --�--{- ----N- --- -- - _-- � _ -- r Lu- _ � 394 FLOWLINE S - 0.14% 11 �� 12 EXIST. GUTTER FLOWLINE WEST FLOWLINE 95V`9 S RE,' 9 TIHO OREMOVE EXISTING DRIVE APPROACH AND CONSTRUCT DRIVE APPROACH TO THE CONFIGURATION SHOWN ON THE PLANS 9 8O RECONSTRUCT ALLEY CROSS GUTTER e 1 9 O9 RECONSTRUCT STREET CROSS GUTTER e I 9 i RELOCATE, REMOVE &REPLACE, OR ASSURE PLUMBNESS OF EXIST.ei, ROADSIDE SIGN _ 17 11 HYDRANT TO BE RELOCATED BY CALIFORNIA WATER SERVICE F 12 CONSTRUCT CASE "F" WHEELCHAIR RAMP PER CALTRANS PLAN 13 CONSTRUCT COMMERCIAL DRIVE APPROACH U -i cn Z O u') Z 00 1— N to tc J mpocy) Of� r cnmcn JP7 �� U V Q > w Q W W Q W W Q W O WO. _. � W0©0 .I L mnz , ZD U -)!CD �W rn X� >< x� ck: Cc Q Li W W 7 �c�o Q m 5=0.22% W LL p L > LL o �_� 13i-- >- w > - 12 WIDE 10 O }- CROSS GUTTER ac DESCRIPTION SEE DETAIL 1 REMOVE EXIST. CURB AND GUTTER AND CONSTRUCT 8" CURB AND GUTTER sT-1 (TYPE A). TOP OF CURB AND FLOWLINE ALIGNMENT TO MATCH EXIST. 17 2 REMOVE EXIST. SIDEWALK, IF APPLICABLE, AND CONSTRUCT COMBINATION T- s TYPE SIDEWALK TO THE DIMENSIONS SHOWN ON THE PLANS 17 A&B 3 CONSTRUCT 6" RETAINING CURB AT BACK OF WALK AS NECESSARY 9 4 CONSTRUCT CASE "C" WHEELCHAIR RAMP WITH RETAINING CURB AS A88A NECESSARY PER CALTRANS PLAN A88A 18 5 CONSTRUCT CASE "CM" WHEELCHAIR RAMP WITH RETAINING CURB AS A886 NECESSARY PER CALTRANS PLAN A88B 18 SCALES 10 0 20 40 6 SAWCUT, REMOVE, AND REPLACE EXIST. PAVEMENT TO THE LIMITS SHOWN,C,D, HORIZONTAL:1 "=20' ON THE PLANS j 9 VERTICAL: 111=21 20 5 M cn M J W 0 O O Q V) -2 0 cD pe) M W LJ Cn W O O c(n o 396 E C14 , V r-- i 1395 { FINISHED GUTTER I � --�--{- ----N- --- -- - _-- � _ -- r Lu- _ � 394 FLOWLINE S - 0.14% 11 �� 12 EXIST. GUTTER FLOWLINE WEST FLOWLINE 95V`9 S RE,' 9 TIHO OREMOVE EXISTING DRIVE APPROACH AND CONSTRUCT DRIVE APPROACH TO THE CONFIGURATION SHOWN ON THE PLANS 9 8O RECONSTRUCT ALLEY CROSS GUTTER e 1 9 O9 RECONSTRUCT STREET CROSS GUTTER e I 9 i RELOCATE, REMOVE &REPLACE, OR ASSURE PLUMBNESS OF EXIST.ei, ROADSIDE SIGN _ 17 11 HYDRANT TO BE RELOCATED BY CALIFORNIA WATER SERVICE F 12 CONSTRUCT CASE "F" WHEELCHAIR RAMP PER CALTRANS PLAN 13 CONSTRUCT COMMERCIAL DRIVE APPROACH A18A T 17 I 4 CONSTRUCT CASE "A" WHEELCHAIR RAMP PER CALTRANS PLAN <9> A88A 18 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. .■r RECORD DRAWING CERTIFICATION 6.1-1835 CITY RECORDS NO.: 0 co N W U m` ✓ 0 7,2 U cco m rn � U co QO W W n, cn U - co 1 W CD 0 Q)" co It co O Q0 cnco �co � r Q � 111 N 0 co a - U a� 0 0 Ln a� 0 0 z cr g CC CL U m � c c .0 1. � w 00 ii o0 - m c) Q a o o o � a) LL eu ? to IE Q tc J 0 co N W U m` ✓ 0 7,2 U cco m rn � U co QO W W n, cn U - co 1 W CD 0 Q)" co It co O Q0 cnco �co � r Q � 111 N 0 co a - U a� 0 0 Ln a� 0 0 z cr g CC CL U m � c c .0 1. � w 00 ii o0 - m c) Q a o o o � a) LL co Cy) o Z 00 J w V Q 0 r �� VJ U .I L mnz �W ELL CI) O Lu > Cc - Z Q W W 7 �c�o Q m Z::Drr � LL p L > LL o n >- w > - O }- U ac o z W �- Q W W (f) Cf - SHEET NO O OF 18 N i 93 F� F� / , L0 / /_ _ w =� i � 1 ® / z \- - - -J9 / N T T --'l T rr x I "S 3 114 15 -- D -- D -- D -- D----- D -- D -- D -- D -- D--�----- D i G G G G ------ G �---� -G— ----- G G—G—----�-- G G G G — ---i---- G p p n I C"i HO HO HCd--- —T— C-4 rCD N u _ 24 - 13 N Q CN G G _..__N. 396 395 394 3=1ET 12+50 TCG IBM C 16 17 - - - - - EXIST. 24" DRAIN A=kEXIST. 18" 1AIN I EXISTING - 18" DRAIN —G G G G G- I -- - - - . ; HO-! .- I 1 I ►- SII I II V) N, �LC� �S1­111[-�C�4 C� ru w_ i !ni u / v) CL AA V) C1 wu Ho Ho Ho _ / ti ; - - T— � T � T f— �— T T T � T T T o -� C`-4 T— � CD C1 � z I o z L V>� STREET N � » V r C4; o i NO'48_'16"E 11.25' 14 CONSTRUCTION 95 r< 16 17 - - - - - - - - N O 4816E 420.50 - - - - - - - - - - - - - - — 0) - - - � �"- - - - D - - D - -o D - - D - - D - - D - - o- - - p _ _ D _ _ D--- _ _ EXIST. 24p DRAIN i EXIST. 18" D AIN = 1 Q 13 Q EXISTING E.C.R. --- G - -- c �' v I m DRAIN 29' 34 18" STA. 17+22.00, 1►8`.00RT. -i-----�--- �---I _ _ I — — _:w ° ° ° ° O p p p n° p ° w. �;A, So: I�� ° n ° , ° . ° L I X#�T 1 � � 7 r ...f . Q, 18 D Hu ° i- 2> 01 SIMON, LWASN' I I I FW1 192 N5011 I � I WI CURVE DATA N0. 34 ° ° I ui U-) �- I I D=90'0'0" I I° ( Lo o R=15.00' XI I i L=23.56' T=15.00' °I I ��N z I V V) 14' 27.25' ��]%�t �� 41 .25' 41.25' _ m 9 N N d- en rn 3931 rLUVVL1Nr- Lu EAST FLOWLWE m 23.56' aLouc FIR(ACIFILiE �V�S=ET9 IF)HO Ru �i 7 REMOVE EXISTING DRIVE APPROACH AND CONSTRUCT DRIVE APPROACH TOrF THE CONFIGURATION SHOWN ON THE PLANS 9 8 RECONSTRUCT ALLEY CROSS GUTTER D 9 9 RECONSTRUCT STREET CROSS GUTTER E 9 RELOCATE, REMOVE & REPLACE, OR ASSURE PLUMBNESS OF EXIST. 10 -t, ROADSIDE SIGN- 17 11 HYDRANT TO BE RELOCATED BY CALIFORNIA WATER SERVICE 12 CONSTRUCT CASE T" WHEELCHAIR RAMP PER CALTRANS PLAN A88A I 13 CONSTRUCT COMMERCIAL DRIVE APPROACH sT-4 17 � A88A 14 CONSTRUCT CASE "A" WHEELCHAIR RAMP PER CALTRANS PLAN 18 13 14 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. 396 395 394 % Lo IDo W Do � \ s ° ° W —OH-- 1�()H 0 \� .� 11JJ T T N T �� rn agoUPI U NO 4816E 299.09 _ _ -- 20 'H 1� G G —G— W---- —G— pq D p - REMOVE EXISTING CROSS -GUTTER AND REPAVE TO LIMITS SHOWN - ADJUST EXIST. DRAIN I MANHOLE COVER TO GRADE I SEE DETAIL W- 18 I In 1 9% V --W-4 07w:!7 ITEMS OF WORK m C/) F-00 i6 U) LL Q ~ v DESCRIPTION SEE DETAIL a REMOVE EXIST. CURB AND GUTTER AND CONSTRUCT 8" CURB AND GUTTER sT-1 1 (TYPE A). TOP OF CURB AND FLOWLINE ALIGNMENT TO MATCH EXIST. 17 E REMOVE EXIST. SIDEWALK, IF APPLICABLE, AND CONSTRUCT COMBINATION T-8 2 TYPE SIDEWALK TO THE DIMENSIONS SHOWN ON THE PLANS 17 i 3 CONSTRUCT 6" RETAINING CURB AT BACK OF WALK AS NECESSARY A9B f tQ4 CONSTRUCT CASE "C" WHEELCHAIR RAMP WITH RETAINING CURB AS - A88A 18 NECESSARY PER CALTRANS PLAN A88A i - - CONSTRUCT CASE "CM" WHEELCHAIR RAMP WITH RETAINING CURB AS Q5NECESSARY PER CALTRANS PLAN A88B 18 SCALES 10 c 20 40 Q6 SAWCUT, REMOVE, AND REPLACE EXIST. PAVEMENT TO THE LIMITS SHOWN 9 HORIZONTAL: 1"=20' ONTHE PLANS VERTICAL: 111=21 20 5 Z 7 REMOVE EXISTING DRIVE APPROACH AND CONSTRUCT DRIVE APPROACH TOrF THE CONFIGURATION SHOWN ON THE PLANS 9 8 RECONSTRUCT ALLEY CROSS GUTTER D 9 9 RECONSTRUCT STREET CROSS GUTTER E 9 RELOCATE, REMOVE & REPLACE, OR ASSURE PLUMBNESS OF EXIST. 10 -t, ROADSIDE SIGN- 17 11 HYDRANT TO BE RELOCATED BY CALIFORNIA WATER SERVICE 12 CONSTRUCT CASE T" WHEELCHAIR RAMP PER CALTRANS PLAN A88A I 13 CONSTRUCT COMMERCIAL DRIVE APPROACH sT-4 17 � A88A 14 CONSTRUCT CASE "A" WHEELCHAIR RAMP PER CALTRANS PLAN 18 13 14 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. 396 395 394 % Lo IDo W Do � \ s ° ° W —OH-- 1�()H 0 \� .� 11JJ T T N T �� rn agoUPI U NO 4816E 299.09 _ _ -- 20 'H 1� G G —G— W---- —G— pq D p - REMOVE EXISTING CROSS -GUTTER AND REPAVE TO LIMITS SHOWN - ADJUST EXIST. DRAIN I MANHOLE COVER TO GRADE I SEE DETAIL W- 18 I In 1 9% V --W-4 07w:!7 RECORD DRAWING CERTIFICATION 6.1-1835 CITY RECORDS NO.: 0 U CC T To m co m co U .� -C) a� ) �m �o W o U) C�/ m 00 o rn 0 Q0 u) m w Cll aQ0 C/) m b- c: N0 o 0- T) Q) 0 0 z cc m m C/) F-00 i6 U) LL Q ~ v 4 [` 0 0 a to 00Q o0 as U,i� IL l< Li - RECORD DRAWING CERTIFICATION 6.1-1835 CITY RECORDS NO.: 0 U CC T To m co m co U .� -C) a� ) �m �o W o U) C�/ m 00 o rn 0 Q0 u) m w Cll aQ0 C/) m b- c: N0 o 0- T) Q) 0 0 z cc m m C/) F-00 i6 U) LL Q ~ v 4 [` 0 0 rn W 00Q o0 as U,i� IL l< Li - 00 o0 Lu Z Q n cf) mCL z wLL - W cf)0 Lli 0r -Q z W W z v < �, 0 OD z z 020 w LL a - L020I W - 0 �- U o� z W a- W W (n (W I- _ > cn - SHEET NO. OF 18 Q3HM�U 0 LLI Loll LLJ cl:ff -i V)n N Q 10 �I HO - 9x 17 4" DRAIN EXIST. 18N EXISTING 18" DRAIN " --- HO—I I I I I I II I I II I II I I 11 I 00 W w ICL z, v opo w� i 1� 10 HO �....�... Nz r col C 17N0.4816"E 299.09' 4" DRAIN EXIST. -18" DItAIN D - �n EXISTING v� 18" DRAIN n n n EXIST. 12" DRAM; ,,T. 18" DHo iN / V) pr I w w I w Lo II I J V) �� ►I I :z �' o I IN cop + z: V cn 104 � I /. 7'� M13 HO 3 I .1L J if ` l \i V �u ° Z=:f !/ 1L z==o,"p u Z==fz=:f9 ji ii iL0 Cu) N t Ws i G N1d 80 V3 �. m 00 w I I �I ° I% ° �' �' Lni \ r .... -.. ....{.....�-.,.-...I.....� ° I00 I I i aoo XB N I I I X MI I M� MB I w I ♦ o �x ;�� . _— I- _ Xs % x x x x x—I—x x x xx x- -� s x x x x x =_= -- •' i "• ° x nHON ° t -- — 1 — un �,�{ T ¢---� T T T f T T T T.T ---� ©=�----T T= po Qf p 00 CD o „�„ STREET o V �, 0 35 _ — _--- I ' y N 0 N 21 , " 22 CONSTRUCTION 23 .. N�•48' " 24 20 _ _ N 0 4816E 393.91 _ _ _ _ _ _ _ _ _ _ _ _ C-, _ - _ _ _ 16 E 41.25". - - - I-_— - - - - - � _ z + N1d� D -- D -- D -- D -- D - D -- D -- D - D D I D - N>— VW G� zo �, 0 1 6 L? 14 g rn 38v ,_� 0/Z3 Q r� m cn�-�3 -- G —pwp 46 j G G G G G - G — G- - °TV Ir — — - - --ON D a a _C*14_ a +° ° _ _ CURVE DATA N0. 36 i 0.4 D-- 3,9" CURVE DATA NO. 35 INTERSECTION "V" ST. & ® 2 CURVE DATA NO. 37 e CURVE DATA N0. 38 D=13'56'27" L=15.8988 D=9060'0"W i w I D-89 45 31 R=1265.88', U ST. (MON'T NOT FOUND) I , � I w � -� T=7.95 "» I R=15.00 ° I 6 I I R-20.00' L=308.01 STA. 19+80.84 V ST. L-23.56' � II � � I I - ' T=154.77 L=31.33 0 9 9 TO T=15.00' °� � I o I I � T=19.92 + ° II Ln �4 �� Ho I 9 ° I, �., � ,. I I REMOVE AND RECONSTRUCT CURBING ALONG Up QEXISTING RETURN IN COMBINATION WITH THE NEW [PET X -GUTTER, ADA RAMP IS TO REMAIN. 397 396 395- 394 95_.394 ._. SCALES 10 0 20 40 HORIZONTAL:1 "=20' VERTICAL: 111=21 20 5 W � p � 00 cl � z1 IN M M J J w Q w � M (W V w - -. U-) ::3� + Ln V X N ?- N N V L W ~ [L LL. cf) 0 f cr - Z m En �Z m I ^ � N EXIST. EDGE OF n 0) I M i M1311_, - . �, PAVEMENT J ITEMS OF WORK FINISHED GUTTER 21 FLOWLINE 22 EAST FLOWLINE i i F - lilt i. DESCRIPTION SEE DETAIL 1 REMOVE EXIST. CURB AND GUTTER AND CONSTRUCT 8" CURB AND GUTTER sT-t (TYPE A). TOP OF CURB AND FLOWLINE ALIGNMENT TO MATCH EXIST. 17 2 REMOVE EXIST. SIDEWALK, IF APPLICABLE, AND CONSTRUCT COMBINATION T - TYPE SIDEWALK TO THE DIMENSIONS SHOWN ON THE PLANS 17 3 CONSTRUCT 6" RETAINING CURB AT BACK OF WALK AS NECESSARY A96 4 CONSTRUCT CASE "C" WHEELCHAIR RAMP WITH RETAINING CURB AS A88A NECESSARY PER CALTRANS PLAN A88A 18 5 CONSTRUCT CASE "CM" WHEELCHAIR RAMP WITH RETAINING CURB AS A88B \) NECESSARY PER CALTRANS PLAN A88B 18 SAWCUT, REMOVE, AND REPLACE EXIST. PAVEMENT TO THE LIMITS SHOWN 6 N ON THE PLANS 9 7 REMOVE EXISTING DRIVE APPROACH AND CONSTRUCT DRIVE APPROACH TO ! F THE CONFIGURATION SHOWN ON THE PLANS 9 8 RECONSTRUCT ALLEY CROSS GUTTER 9 9 RECONSTRUCT STREET CROSS GUTTER E 9 10 RELOCATE, REMOVE & REPLACE, OR ASSURE PLUMBNESS OF EXIST. ROADSIDE SIGN 17 1 A C 1 HYDRANT TO BE RELOCATED BY CALIFORNIA WATER SERVICE I; 12 CONSTRUCT CASE "F" WHEELCHAIR RAMP PER CALTRANS PLAN A88A 18 ' T-4 13 CONSTRUCT COMMERCIAL DRIVE APPROACH L 17 14 CONSTRUCT CASE "A" WHEELCHAIR RAMP PER CALTRANS PLAN 9 8A I; 23 00 F-: u-3 V) M p � � W J J .� w v �- t`n Q � + N C� X (n 12' WIDE CROSS GUTTER 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. 24 w Z m p V Q ZD V X Li 00 C4 C) N `14_ `V 397 U En w cn ` 396 S=0.17% ��--- �) -- - ------ 395 n 394 AL a w RECORD DRAWING CERTIFICATION 6.1-1835 ' CITY RECORDS NO.: i co m _ m CD co U Qo Q0 Q) � ID Illlll 111111 m CO UJ O co �co o� O Q0 So Q� U W QJ N O a_ 0 00 N W 0 a 0 co U 0 0 Z cmc<� CL Z M r- J U-5 00 cl � z1 IN M M J V W w Q w (W V w c o U-) ::3� Vn Ln + X N ?- N _j Er V -j Li (n rV —W [L LL. cf) 0 W > cr - Z Q 00 F-: u-3 V) M p � � W J J .� w v �- t`n Q � + N C� X (n 12' WIDE CROSS GUTTER 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. 24 w Z m p V Q ZD V X Li 00 C4 C) N `14_ `V 397 U En w cn ` 396 S=0.17% ��--- �) -- - ------ 395 n 394 AL a w RECORD DRAWING CERTIFICATION 6.1-1835 ' CITY RECORDS NO.: i co m _ m CD co U Qo Q0 Q) � ID Illlll 111111 m CO UJ O co �co o� O Q0 So Q� U W QJ N O a_ 0 00 N W 0 a 0 co U 0 0 Z cmc<� CL m C 3 cuU O T 00 'LL o v m 0 0 d O T o 0 z 0 cU u- 00 cl z1 00 J (W V (1 0 z Ln cf) _j Er WM —W [L LL. cf) 0 W > cr - Z Q W �Z \W i i %1 L/ 0 mz:DCC u, Lu 0 2 LL 0 0_ w - 0❑ U cc z z W a- W W (f) W c/) SHEET NO 2 OF 18 : -1 -.0 A ui ZD cn uj ,. I 'v' •.. �, ._ ._ b 00.0 _:,�+•� - r..— _ - _ 4 / _ P 00 �• —•._ _•__ ..�__ '_'_ —'— --- —_ — _. Jam_ ___ _ _. _ - ___ . -ot+_ , a �-- j 30 - - - - — - 29 ----- - - _ -�-"_ . _ - - -- -- w --- - - D ------ \ - G -- _ 9V 3 AZ G 3:11r �� o Z O N N CO �c_ - _p. 00 � CURVEDATA NO. 41 ( I _ ; D=95. 718 R29' l� l+ • I( �� N N + R=5.00 ri I • ` I ( I Ncn ' L8.30' /�� MATCH EXISTING R 'p (I CAto C-•• �; Q T=5.47' 6 / /f 7 STA! 30+35,37, 26.96LT� Lu I 10.00' 9.33' �" _ _ __- -- -- -- -- - - -_ -- -- CD • ooQ CD n • JJ e • O y V t•� °"—, _ - `— ' 41 V STREET � B.C.R. _x • , • _ — 0° _-- -- STA. 30+18.01, 20.00LT. ��nn CH $ CONSTRUCTION E 41.2 30 NO'49'33"5' _ - - - -- - - - - - - 28+96.94 6 29 -, 18.00E _ / __, ._ - - -D - - CA ALLEY��_ _ D- -- _ ------D---' D S-29+02716__TAD c c G------- - - - - — -- _ _ -�f �D l 1S1X0 G- -— -- - - - -- ` -- _ - \ a a _ — — ---•-' "_ _._. — -- -- _' - ----------p -- - __.- _ _ _ - - CURVE DATA NO. 40 CURVE DATA N0. 39 D=5053'39"� I I D=7'20'55" R=1265.88' R=1265.88' L=130.23' ' - L=162.36' T=65.17' N T=81.29' PLAJq 9 9 28+96 TO 31F)Ho 8 V X V) X W 397 ;Ll. 0) rn 396 ,? — m 0 `n WN Z � O O co r7 W o rn W 5 � --a W o (o m + N V)o6 W = V �' (nOO N � w W S=0.597 SOUTH FLOWLINE 395 =D GUTTER I FLOWLINE TYPICAL ALLE CROSS GUTTE 394 29 30 EAST FLOWLINE p ) JR(31i ILJ.LIE � 9 V S=AEAT9 PHO Ru 'r -- - _—__ o Ln 397 396 395 394 �I Ln �---" o c-- tcoc w "I 14 - 2ND STREET - - - - - 15 - -13 - - A - - I z t 2ND STREET Z co z I I �_.i Z x_ II I Q �- uj 9� E 2 R AERLkL 2ND S�F]R.EET ]PHIAS 00 32' 20' � I I REMOVE EXISTING CROSS -GUTTER AND I REPAVE TO LIMITS SHOWN ADJUST EXIST, DRAIN MANHOLE COVER TO GRADE / I SEE DETAILW-4 /o`ff^ /��// 1_( I V J x C/L 2NDI STREET EAST I 6 N 1 2ND STREET -d w I N N 'STA. 13+29.27 2ND EAS x C =STA. 16+8-1:75 "V" I -_ : ,`' ( r; 14 CONSTRUCTION W N 15 i �. _ I - - - N- - - - - - - - N8911'44"W 583.45 - - - + QD toI 6 � C/L DRIVEWAY + _2ND1:STREET - --- - -- ! I I oa r _ I I a 6 STA. 14+34.58, 27.25RT. N89'1�'44'W1 N o I w� 1 13 13 o Q C/L 2ND STREETI WEST ¢ 26 N PARTIAL AS w c~r, Ln =STA. 16+76.50 "V" i I I I N SHOWN 34 � a I Ln 7 . < 2 ore \ III 2 • • i ° e• e 0 o I uU') CURVE DATA N0. 34 I D=90'0'0" V I ; R=15.00' L=23.56' ) T=15.00' PliAS ��52THn"�=IET0 396 395 394 393 13 w �CU Q V 4) W to ao ��• S=OCA i EXIST. EDGE OF PAVEMENT S=0.417 j N N M N rn W m' FLOWLINE _ J � w W r� SOUTH FLOWLINE 23.56' ALONG r` >: N J � � W Wm W w �CU Q V 4) W to ao ��• S=OCA i EXIST. EDGE OF PAVEMENT S=0.417 j N N M FINISHED GUTTER rn co m' FLOWLINE _ W W w 14 SOUTH FLOWLINE 23.56' ALONG III lvlllma=_ W_[M0"l NOTES ITEMS OF WORK REMOVE EXISTING DRIVE APPROACH AND CONSTRUCT DRIVE APPROACH T_ 0 F THE CONFIGURATION SHOWN ON THE PLANS 9 1. RELOCATE EXIST. YARD FENCES AND/OR GATES AND DESCRIPTION SEE DETAIL _ MAILBOXES IN CONFLICT WITH THIS WORK IN -- --- - - -� ACCORDANCE WITH THE SPECIFICATIONS. ANY REMOVE EXIST. CURB AND GUTTER AND CONSTRUCT 8" CURB AND GUTTER RECONSTRUCT ALLEY CROSS GUTTER g DAMAGES SHALL BE REPLACED WITH LIKE OR BETTER 1 (TYPE A). TOP OF CURB AND FLOWLINE ALIGNMENT TO MATCH EXIST. 17 - -- - - - -- - - KIND. REMOVE EXIST. SIDEWALK, IF APPLICABLE, AND CONSTRUCT COMBINATION sT— 9 RECONSTRUCT STREET CROSS GUTTER 9 2. WATER VALVE BOXES IN CONFLICT WITH THIS WORK 2 TYPE SIDEWALK TO THE DIMENSIONS SHOWN ON THE PLANS SHALL BE ADJUSTED IN ACCORDANCE WITH THE -- - -_ -_-- _- SPECIFICATIONS. 10 RELOCATE, REMOVE & REPLACE, OR ASSURE PLUMBNESS OF EXIST. -�, 3 CONSTRUCT 6" RETAINING CURB AT BACK OF WALK AS NECESSARY Age ROADSIDE SIGN 17 3. PROVIDE 36" MIN. SIDEWALK CLEARANCE FROM POWER POLES, FIRE HYDRANTS, GUY WIRES, MAIL BOXES, 4 CONSTRUCT CASE "C" WHEELCHAIR RAMP WITH RETAINING CURB AS A88A 11 HYDRANT TO BE RELOCATED BY CALIFORNIA WATER SERVICE STREET LIGHTS, AND STREET SIGNS. NECESSARY PER CALTRANS PLAN A88A 18 4. CLEAR AND GRUB ANY VEGETATION IN CONFLICT WITH CONSTRUCT CASE "CM" WHEELCHAIR RAMP WITH RETAINING CURB AS AssB 12 CONSTRUCT CASE "F" WHEELCHAIR RAMP PER CALTRANS PLAN A18A THIS WORK. HOWEVER, ALL PRECAUTIONARY 5 NECESSARY PER CALTRANS PLAN A88B 18 MEASURES SHALL BE TAKEN TO PROTECT EXISTING T-4 LANDSCAPING IF POSSIBLE. ANY DAMAGE TO SCALES 10 0 20 40 6 SAWCUT, REMOVE, AND REPLACE EXIST. PAVEMENT TO THE LIMITS SHOWN C D, 13 CONSTRUCT COMMERCIAL DRIVE APPROACH RESIDENTIAL IRRIGATION SYSTEMS SHALL BE REPAIRED HORIZONTAL:1 "=20' ON THE PLANS 9 - --17 - - OR REPLACED WITH LIKE OR BETTER KIND. VERTICAL: 1 "=2' 20 5 i<14>CONSTRUCT CASE "A" WHEELCHAIR RAMP PER CALTRANS PLAN A88A 18 13 18 .•i -i 1 15 I I ( I I I I I � I I I I I I i I I I _ I I I 396 395 394 393 19 ffj�P �I I =1 m Fix- w �■r RECORD DRAWING CERTIFICATION 6.1-1835 CITY RECORDS NO.: C.0 r cy) m co U op �cn u- �_ Q) v � m W o 0 U -cy) �00 ❑ cy) oQ0 co 00 v r- a aQ0 c0 W v �• 0 N o 00 0- C6 0 0 z oC m� co 0 H Co co LL o Um o 0 Q co O T 00 U ,. co u W C.0 r cy) m co U op �cn u- �_ Q) v � m W o 0 U -cy) �00 ❑ cy) oQ0 co 00 v r- a aQ0 c0 W v �• 0 N o 00 0- C6 0 0 z oC m� co 0 H Co co LL o Um o 0 Q co O T 00 U co may. m Z W W Q Z 00 U) Wm W W Z :-W (,L LL W cc - Z Q W W Z eco Q 0 co rr LL O W 2 LL 0 i' W > - — �_. Q f "_ U ❑ W aC- G Q W W (f) Lu U) — SHEET NO. 0 OF 18 N U I. 1 ► t5 1s - - - - -- - �l - - - 18 - - -- - - - - - 19 _— - - 20 � o I I W 20' � I I " ( B.-C.R. ELEV. 395.49 FL I CURVE DATA NO. 33 ,---- I: D=90'0'0" U) J U) U") R=15.00' I I L=23.56, �- '-' T=15.00 �' ( ' I Lq ( __ _ REMOVE AND RECONSTRUCT CURBING ALONG - -- -- -- - -- -- -- -- -- -- -- -_ __ _- __ -- __ -- -- -- r_ -7 EXISTING RETURN IN COMBINATION WITH THE NEW �I ——X=G.U_TTER,_ADA_RAMP IS_TO_REMAIN,_ I41. _r QE.C.R. ELEV. 395.55 FL i -� a 33 i —._----------- _ -- - ---- ----- - -- ---- --------- 171 I� G G -G---G G G G -G---G o ( J° °j° °d u Z � 1 (y° I N cr- 11.E - a.f - I m g E.C.R. -MATCH r' z N I rri I ` I d I 1STSTREET N STA. 14+82.67, 26.25LT. I ► 15 16 CONSTRUCTION 17 •1'44"E06 w 1 - - - - - - - - - -- - - - - - - - - - - - - S891-583.83 - - - - - 18 19- -- o I 6 � �_+ I I o E.C.R. w~ I I _ _ STA. 14+82.68, 27.25RT. o c� U) w -�c—w I° �� N 13 � CD o' R 1 a I ��-0 1 N 6 30 cn �I �N �I �i ° • • ° . a ° ° d ° ° ° ° " ° ° al ` . 9 a ne .° b d d d d° °d-- ° d L . ° _ . • Iy OHO d d pe 2 . U cn I z z z� 7 v --- - -- ° y s CURVE DATA NO. 32 I x a I, s D=90'0'0"a � a a I (a a I e n ' I\ I Ifs" R=15.00' �._ - j _. _ L; 23.5fi��, �_. �--- ', - --.fir- � a I T=15.00 PLAN RET S=JET9 PHo ED 396--, Y _ - 20 a M 395 ci 111 /�� _;UM a m 394, _ °f 393 T QO 3=0.2-) n 23.56' ALONG SCALES HORIZONTAL: 1"=20' VERTICAL: 111=21 N cn W J W 00 toN 00 d+- om rn r - W J W Y O < O w o m� Ckf F- C -DV) S = 4 ;93.7%_ -- -- �� i 15 10 Y 0 20 40 W ci 111 /�� _;UM l m W T QO 20 5 0 00 ' - 0•430%- -- — S 1 W �r- rn W J W EXIST. EDGE OF "' PAVEMENT i --- ��-- S= 0.126% _— FINISHED GUTTER FLOWLINE 17 SOUTH FLOWLINE PH�(31FIHLIE ITEMS OF WORK F -_­____._­__ - DESCRIPTION REMOVE EXIST. CURB AND GUTTER AND CONSTRUCT 8" CURB AND GUTTER 1 (TYPE A). TOP OF CURB AND FLOWLINE ALIGNMENT TO MATCH EXIST. 2 REMOVE EXIST. SIDEWALK, IF APPLICABLE, AND CONSTRUCT COMBINATION TYPE SIDEWALK TO THE DIMENSIONS SHOWN ON THE PLANS 3 CONSTRUCT 6" RETAINING CURB AT BACK OF WALK AS NECESSARY 4 CONSTRUCT CASE "C" WHEELCHAIR RAMP WITH RETAINING CURB AS NECESSARY PER CALTRANS PLAN A88A 5 CONSTRUCT CASE "CM" WHEELCHAIR RAMP WITH RETAINING CURB AS NECESSARY PER CALTRANS PLAN A88B 6 SAWCUT, REMOVE, AND REPLACE EXIST. PAVEMENT TO THE LIMITS SHOWN ON THE PLANS SEE DETAIL ST -1 17 T-8 17 A&B 9 A88A 18 A886 18 9 04- rli__ IN A rn J W O O O 00 r___ Ln r 7 REMOVE EXISTING DRIVE APPROACH AND CONSTRUCT DRIVE APPROACH TO I O THE CONFIGURATION SHOWN ON THE PLANS O8 RECONSTRUCT ALLEY CROSS GUTTER O9 RECONSTRUCT STREET CROSS GUTTER 10 RELOCATE, REMOVE &REPLACE, OR ASSURE PLUMBNESS OF EXIST. ROADSIDE SIGN 11 HYDRANT TO BE RELOCATED BY CALIFORNIA WATER SERVICE 12 CONSTRUCT CASE "F" WHEELCHAIR RAMP PER CALTRANS PIAN 13 CONSTRUCT COMMERCIAL DRIVE APPROACH 14 CONSTRUCT CASE "A" WHEELCHAIR RAMP PER CALTRANS PLAN 18 co N S = -0.127% a 00 rn W J W Q O W O cr O to + W r- �V) 19 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. 1 -0.284% FU - Q ► U C6 W J W 00 to O u 57.75' 396 i 395 394 393 PHASE 8 RECORD DRAWING CERTIFICATION 6.1-1835 CITY RECORDS NO.: 'Oa Y k4(w a� Q 0 W ci 111 /�� _;UM l m W T QO z 0 00 ' i Q w � H LL - 0•430%- -- — S 1 W �r- rn W J W EXIST. EDGE OF "' PAVEMENT i --- ��-- S= 0.126% _— FINISHED GUTTER FLOWLINE 17 SOUTH FLOWLINE PH�(31FIHLIE ITEMS OF WORK F -_­____._­__ - DESCRIPTION REMOVE EXIST. CURB AND GUTTER AND CONSTRUCT 8" CURB AND GUTTER 1 (TYPE A). TOP OF CURB AND FLOWLINE ALIGNMENT TO MATCH EXIST. 2 REMOVE EXIST. SIDEWALK, IF APPLICABLE, AND CONSTRUCT COMBINATION TYPE SIDEWALK TO THE DIMENSIONS SHOWN ON THE PLANS 3 CONSTRUCT 6" RETAINING CURB AT BACK OF WALK AS NECESSARY 4 CONSTRUCT CASE "C" WHEELCHAIR RAMP WITH RETAINING CURB AS NECESSARY PER CALTRANS PLAN A88A 5 CONSTRUCT CASE "CM" WHEELCHAIR RAMP WITH RETAINING CURB AS NECESSARY PER CALTRANS PLAN A88B 6 SAWCUT, REMOVE, AND REPLACE EXIST. PAVEMENT TO THE LIMITS SHOWN ON THE PLANS SEE DETAIL ST -1 17 T-8 17 A&B 9 A88A 18 A886 18 9 04- rli__ IN A rn J W O O O 00 r___ Ln r 7 REMOVE EXISTING DRIVE APPROACH AND CONSTRUCT DRIVE APPROACH TO I O THE CONFIGURATION SHOWN ON THE PLANS O8 RECONSTRUCT ALLEY CROSS GUTTER O9 RECONSTRUCT STREET CROSS GUTTER 10 RELOCATE, REMOVE &REPLACE, OR ASSURE PLUMBNESS OF EXIST. ROADSIDE SIGN 11 HYDRANT TO BE RELOCATED BY CALIFORNIA WATER SERVICE 12 CONSTRUCT CASE "F" WHEELCHAIR RAMP PER CALTRANS PIAN 13 CONSTRUCT COMMERCIAL DRIVE APPROACH 14 CONSTRUCT CASE "A" WHEELCHAIR RAMP PER CALTRANS PLAN 18 co N S = -0.127% a 00 rn W J W Q O W O cr O to + W r- �V) 19 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. 1 -0.284% FU - Q ► U C6 W J W 00 to O u 57.75' 396 i 395 394 393 PHASE 8 RECORD DRAWING CERTIFICATION 6.1-1835 CITY RECORDS NO.: 'Oa k4(w a� i 0 I� ci 111 /�� _;UM l lKIffiF -� co N W U a� a G> 75 l p U cr C.j (10T co m mco co U T QO .� — c0 �� Q H � m W c) 0 W Uc/' «o oc)') O �cy) �00 �T QQ0 d- C cv o 0c) 0 - c: 0_ 0 W O 0 z o= co �0c) (10 mii o T Or m cl) C ~ 7 CD c C))m oO a' caO 0 � U 3 a- :❑ Q U o SHEET NO. (9 OF 18 z o z Z 00 w � m w � H LL >O w z z � Y m c/)O � z 7—) LL O uj �i U— o W Lu W U � Q U) w W T— H UJ SHEET NO. (9 OF 18 HORN VERTI 32' 20 B.C.R. ELEV. 395.49 FL CURVE DATA NO. 38 D=89'45'31" I �I I R=20.00' I I L-31.33' REMOVE AND RECONSTRUCT CURBING ALONG N0 -j' T=19.92' EXISTING RETURN IN COMBINATION WITH THE NEW -- -- -- -- -- -- -- -- -- -- __ -- -- -- -- -- -- -- -- ----- -- -- -- -- -- -- -- -- -- -- -- I PI ELEV. 395.47 FAL X -GUTTER, ADA RAMP IS TO REMAIN. VN------------------ ~COM 38 E.C.R. ELEV. 395.55 FL i�,--- - ---,---------- f�---------%� ----- -- �,--------- ------,---- �,-- G G G G G G G G G- G G G 1- WJ Lo cr_ 9 E.C.R. - MATCH o z N z� i 398 397 396 -- ' - 395 394 ( } a W ,.0 a 0- >L a r Q 00 N W of � C� (D o a I � cc I T S � � com m co � U C? -0 N I7FD x H I � m UJ CD C) > 6 U cf' M i Co C) co cy) w T Q co w N 0 � Q i i ° N 3RD STREET w o I STA. 16+30.16, 26.75LT. z - - - —}— - - - - Q - - - - ---{— - - - - - - - - - - - - - - - - F - - - - - - 4 6 an' 17 18 19S891144E 583.08 20 - = 'N 1 J_T o—i mNo 12' m o �a - - - i L w Q Q jl: I STA. 16+25.17, 27.25RT. c; n z z o I N w V) V) 6 N 1 � 6 `�., tiv I ----== —�-- ---- ��-------_--------------�1 - -- z--_ -a--_. --- --------- `tel __ - _--------------- �`�� 10 m rn x x x -T 11 CURVE DATA NO. 37 D=90'0'0" R=15.00' I L_23.56' ' o3RD lETPHo T 15.00 9 o c0 00 rn .u. N12S.�� _" -i " 4--ni'__� Q,y. LL ".::V LL _LL i t 9 JLL LL J -Lo v.+r1 - NOTES ITEMS OF WORK 7 REMOVE EXISTING DRIVE APPROACH AND CONSTRUCT DRIVE APPROACH TO F 1. RELOCATE EXIST. YARD FENCES AND/OR GATES AND THE CONFIGURATION SHOWN ON THE PLANS 9 MAILBOXES IN CONFLICT WITH THIS WORK IN DESCRIPTION SEE DETAIL r --- - - -- -ACCORDANCE WITH THE SPECIFICATIONS. ANY 1 REMOVE EXIST. CURB AND GUTTER AND CONSTRUCT 8" CURB AND GUTTER ST_1 8 RECONSTRUCT ALLEY CROSS GUTTER 9 DAMAGES SHALL BE REPLACED WITH LIKE OR BETTER (TYPE A). TOP OF CURB AND FLOWLINE ALIGNMENT TO MATCH EXIST. 17 KIND. REMOVE EXIST. SIDEWALK, IF APPLICABLE, AND CONSTRUCT COMBINATION T -s 9 RECONSTRUCT STREET CROSS GUTTER 2. WATER VALVE BOXES IN CONFLICT WITH THIS WORK 2 TYPE SIDEWALK TO THE DIMENSIONS SHOWN ON THE PLANS 17 ____ ____ __. _ __ SHALL BE ADJUSTED IN ACCORDANCE WITH THE RELOCATE, REMOVE & REPLACE, OR ASSURE PLUMBNESS OF EXIST. -1, SPECIFICATIONS. 3 CONSTRUCT 6" RETAINING CURB AT BACK OF WALK AS NECESSARY q&B 10 ROADSIDE SIGN 17 3. PROVIDE 36" MIN. SIDEWALK CLEARANCE FROM POWER 4--.- POLES, FIRE HYDRANTS, GUY WIRES, MAIL BOXES, CONSTRUCT CASE "C" WHEELCHAIR RAMP WITH RETAINING CURB AS gs8q 11 HYDRANT TO BE RELOCATED BY CALIFORNIA WATER SERVICE STREET LIGHTS, AND STREET SIGNS. 4 NECESSARY PER CALTRANS PLAN A88A 4. CLEAR AND GRUB ANY VEGETATION IN CONFLICT WITH CONSTRUCT CASE "CM" WHEELCHAIR RAMP WITH RETAINING CURB AS g88B 12 CONSTRUCT CASE "F" WHEELCHAIR RAMP PER CALTRANS PLAN ql$q THIS WORK. HOWEVER, ALL PRECAUTIONARY CALES 10 0 20 5 NECESSARY PER CALTRANS PLAN A88B 18 MEASURES SHALL BE TAKEN TO PROTECT EXISTING _ LANDSCAPING IF POSSIBLE. ANY DAMAGE TO NTAL:1 "=20' SAWCUT, REMOVE, AND REPLACE EXIST. PAVEMENT TO THE LIMITS SHOWN C,D, 13 CONSTRUCT COMMERCIAL DRIVE APPROACH T RESIDENTIAL IRRIGATION SYSTEMS SHALL BE REPAIRED 6 L: 1 –2 20 5 ON THE PLANS 9 ----- 1 ------ OR REPLACED WITH LIKE OR BETTER KIND. <9> 4 CONSTRUCT CASE "A" WHEELCHAIR RAMP PER CALTRANS PLAN it 14 18 21 398 397 396 395 394 �I RECORD DRAWING CERTIFICATION 6.1-1835 CITY RECORDS NO.: 0 Q co 0 0 z a� 4y a- to w I I Wf 15 oho LL g T U Q Cn n n z F_ o ¢ rn I � U-) ' U V M J QI U) V � I 398 397 396 -- ' - 395 394 ( } a W ,.0 a 0- >L a r Q 00 N W of � C� (D o a I � cc I T S � � com m co � U C? -0 N I7FD x H I � m UJ CD C) > 6 U cf' M i Co C) co cy) w T Q co w N 0 � Q i i ° N 3RD STREET w o I STA. 16+30.16, 26.75LT. z - - - —}— - - - - Q - - - - ---{— - - - - - - - - - - - - - - - - F - - - - - - 4 6 an' 17 18 19S891144E 583.08 20 - = 'N 1 J_T o—i mNo 12' m o �a - - - i L w Q Q jl: I STA. 16+25.17, 27.25RT. c; n z z o I N w V) V) 6 N 1 � 6 `�., tiv I ----== —�-- ---- ��-------_--------------�1 - -- z--_ -a--_. --- --------- `tel __ - _--------------- �`�� 10 m rn x x x -T 11 CURVE DATA NO. 37 D=90'0'0" R=15.00' I L_23.56' ' o3RD lETPHo T 15.00 9 o c0 00 rn .u. N12S.�� _" -i " 4--ni'__� Q,y. LL ".::V LL _LL i t 9 JLL LL J -Lo v.+r1 - NOTES ITEMS OF WORK 7 REMOVE EXISTING DRIVE APPROACH AND CONSTRUCT DRIVE APPROACH TO F 1. RELOCATE EXIST. YARD FENCES AND/OR GATES AND THE CONFIGURATION SHOWN ON THE PLANS 9 MAILBOXES IN CONFLICT WITH THIS WORK IN DESCRIPTION SEE DETAIL r --- - - -- -ACCORDANCE WITH THE SPECIFICATIONS. ANY 1 REMOVE EXIST. CURB AND GUTTER AND CONSTRUCT 8" CURB AND GUTTER ST_1 8 RECONSTRUCT ALLEY CROSS GUTTER 9 DAMAGES SHALL BE REPLACED WITH LIKE OR BETTER (TYPE A). TOP OF CURB AND FLOWLINE ALIGNMENT TO MATCH EXIST. 17 KIND. REMOVE EXIST. SIDEWALK, IF APPLICABLE, AND CONSTRUCT COMBINATION T -s 9 RECONSTRUCT STREET CROSS GUTTER 2. WATER VALVE BOXES IN CONFLICT WITH THIS WORK 2 TYPE SIDEWALK TO THE DIMENSIONS SHOWN ON THE PLANS 17 ____ ____ __. _ __ SHALL BE ADJUSTED IN ACCORDANCE WITH THE RELOCATE, REMOVE & REPLACE, OR ASSURE PLUMBNESS OF EXIST. -1, SPECIFICATIONS. 3 CONSTRUCT 6" RETAINING CURB AT BACK OF WALK AS NECESSARY q&B 10 ROADSIDE SIGN 17 3. PROVIDE 36" MIN. SIDEWALK CLEARANCE FROM POWER 4--.- POLES, FIRE HYDRANTS, GUY WIRES, MAIL BOXES, CONSTRUCT CASE "C" WHEELCHAIR RAMP WITH RETAINING CURB AS gs8q 11 HYDRANT TO BE RELOCATED BY CALIFORNIA WATER SERVICE STREET LIGHTS, AND STREET SIGNS. 4 NECESSARY PER CALTRANS PLAN A88A 4. CLEAR AND GRUB ANY VEGETATION IN CONFLICT WITH CONSTRUCT CASE "CM" WHEELCHAIR RAMP WITH RETAINING CURB AS g88B 12 CONSTRUCT CASE "F" WHEELCHAIR RAMP PER CALTRANS PLAN ql$q THIS WORK. HOWEVER, ALL PRECAUTIONARY CALES 10 0 20 5 NECESSARY PER CALTRANS PLAN A88B 18 MEASURES SHALL BE TAKEN TO PROTECT EXISTING _ LANDSCAPING IF POSSIBLE. ANY DAMAGE TO NTAL:1 "=20' SAWCUT, REMOVE, AND REPLACE EXIST. PAVEMENT TO THE LIMITS SHOWN C,D, 13 CONSTRUCT COMMERCIAL DRIVE APPROACH T RESIDENTIAL IRRIGATION SYSTEMS SHALL BE REPAIRED 6 L: 1 –2 20 5 ON THE PLANS 9 ----- 1 ------ OR REPLACED WITH LIKE OR BETTER KIND. <9> 4 CONSTRUCT CASE "A" WHEELCHAIR RAMP PER CALTRANS PLAN it 14 18 21 398 397 396 395 394 �I RECORD DRAWING CERTIFICATION 6.1-1835 CITY RECORDS NO.: 0 Q co 0 0 z a� 4y a- to m //y�� !U^ W U) Sa oho LL g T U Q co o co r cD W O U a� m LL z I W U) 0 Q z oQ W _j W_ m � W - ` LL W / C/)0>p cr W - < Ir ZZ - 0 n cf) I—z m z D LL p W U- 7�; 0 W �... > W �- 0 U ❑ � z � C U) Q Q t- W � W Cy) C) SHEET NO. 9 OF 18 1 60'(1.8m) drain -fink fence with redwood stats 15' Tjp. 12' (36m) W. (4.6m) TL's' 18'J& 12' Yin. (540) P 6m) TO 12' (36m) Min. 12' (36m) Yin. 10° PLAN NO TES.• Fence cutoff at street corners steal conform to the requk ments of Sec. 4.7 12' (3. him) Yin. �-- See standard L-14 10' (3.1m) Yin. or R -- 6.0' (a 15m) concrete alnvewzry to fence lane * ST -4 copnweial alive approach Construct 60' (l.tkn) high chain-link fence with redwood slots at property lire, unless otherwise appeared by the City Engineer. r- Rutter Flowfkne (//(N, J RCP - RGl Pone Ovtkt Structure; See detai D-10 SECTION A --A 1. A# wreak shown shill conform to the 4*icabie sections of the current specifications entitled 'Standard Spe kation., State of Cdl f=4 Business and Trans- portation Agency, Dgoartment of Transportotion , approved current edition. 2. Drar'moge basin shad be a minimum of one buidabk lot, lranting on a street, and having o shgpe and location acceptable to the City Engines`. 3 La&caped parked damage basins said/ not be gowned by this standard 4. Any intermediate bmafr, if gpproved, must be L0' (03m) mininum width Side slopes shaft not exceed 2 t 5. Concrete shall contain no adbiitiwl s &*a prior written apprv+d is obtained from the City F»gfneer 6. Concrete shall be cured with a white pigmented curing compound complying to section 901--7.018 of the standard SpecifiCoyW& 7. No pone bills shall be placed in the structure. Hv*wta► or withh bass rods * Location and number of dive and walk gates in fence to be determined in the /ked by the City Engineer. d Choh-link fence and gates or wall shall conform to the specifications sfhowm standard drawings D-12 and D-13 9. AN new ai *age basins within fence shad be steri'ized with a permanent sterdont such as HyK r A or gpvwd equal A Afttian rote is 251bsfocre (2&glha). A r4wawte6e of the water dqm rbwt shaft be on site at the time of sterihizatkn. 10 Basin cgw1ty shall conform to Public Parks Department Design Policy for d%i"a 1L See standard D-11 for temporay ifthoge dash. FILENAME: D-9REV At R/W or 10' (30ht) Yin. from Strap Hinge grodcd 11ow4i7e (whichever k greater) O Gat* Past - 2875' (4141m) capanas►od sections of the current specifiaaians entitled 'Standard ++/ �'�� IIS ',►.+ Lowest inlet gutter elmlion _ -Lo )moi J& - - Listen 1? (3.6m) dzp bar Mater Surfae d0 max 7i , (0.2m) NAS NO TES.• Fence cutoff at street corners steal conform to the requk ments of Sec. 4.7 12' (3. him) Yin. �-- See standard L-14 10' (3.1m) Yin. or R -- 6.0' (a 15m) concrete alnvewzry to fence lane * ST -4 copnweial alive approach Construct 60' (l.tkn) high chain-link fence with redwood slots at property lire, unless otherwise appeared by the City Engineer. r- Rutter Flowfkne (//(N, J RCP - RGl Pone Ovtkt Structure; See detai D-10 SECTION A --A 1. A# wreak shown shill conform to the 4*icabie sections of the current specifications entitled 'Standard Spe kation., State of Cdl f=4 Business and Trans- portation Agency, Dgoartment of Transportotion , approved current edition. 2. Drar'moge basin shad be a minimum of one buidabk lot, lranting on a street, and having o shgpe and location acceptable to the City Engines`. 3 La&caped parked damage basins said/ not be gowned by this standard 4. Any intermediate bmafr, if gpproved, must be L0' (03m) mininum width Side slopes shaft not exceed 2 t 5. Concrete shall contain no adbiitiwl s &*a prior written apprv+d is obtained from the City F»gfneer 6. Concrete shall be cured with a white pigmented curing compound complying to section 901--7.018 of the standard SpecifiCoyW& 7. No pone bills shall be placed in the structure. Hv*wta► or withh bass rods * Location and number of dive and walk gates in fence to be determined in the /ked by the City Engineer. d Choh-link fence and gates or wall shall conform to the specifications sfhowm standard drawings D-12 and D-13 9. AN new ai *age basins within fence shad be steri'ized with a permanent sterdont such as HyK r A or gpvwd equal A Afttian rote is 251bsfocre (2&glha). A r4wawte6e of the water dqm rbwt shaft be on site at the time of sterihizatkn. 10 Basin cgw1ty shall conform to Public Parks Department Design Policy for d%i"a 1L See standard D-11 for temporay ifthoge dash. FILENAME: D-9REV frame - 1.875' DIMENSIONS OF THE OUTLET Strap Hinge ao ok POP 27A/R 1. AN work shown shad conform to the applicable Gat* Past - 2875' (4141m) capanas►od sections of the current specifiaaians entitled 'Standard ++/ �'�� IIS ',►.+ kdd#g devsce wide Table �' below pope A 7961ft dzp bar M. S"AW LE d6k m Trahspatotkan Agme); Department of Transportation' JO beyond baste of � exck/ding NAS APPrAM both sides both des approved carant eaition. C" �E�.D the existing, accepted roadway D-10 7.0 - do 20' BadkB9► c a oacte+d to 9OX nelatim °' J, cw7pacUb n an aff other arm CITY EMOMEER PUBLIC WORKS DEPARTMENT BadfiY canpacted to 90X 2 Side slopes shah not exceed 2.- L relative compaction Boc kfiV h pjpe zone conpacted = U) to 90Z redatim co r� mbon. BaakfiiT materna wlrlhin the See J66k A Sir Jfobk A dance unit of pane zone shat be L 0' above top of pope bed a the outside oGumeter pope zone to conform to notes 1, 2 '*g ti _ 3 NI exposed metal in the outlet structure shall be hot - of plan end pgpea and 3 r QD duped galvanized after fabrkotrop. o r .,.., requirements as per the Public �V 4. Concrete shad contain no additives unless prier ca Q `'' Pae or canduft 6.0' Be+ddng Afal& d far t Testing backf8l be h the fTezb/e Pie as per of mat"$ slhal accordance with ASW D 2321 frame - 1.875' DIMENSIONS OF THE OUTLET Strap Hinge ao ok POP 27A/R 1. AN work shown shad conform to the applicable Gat* Past - 2875' (4141m) capanas►od sections of the current specifiaaians entitled 'Standard (75m) OD. #dK kdd#g devsce wide Table �' below pope A 7961ft dzp bar M. S"AW LE d6k m Al *n) j - DOUBLE GATE 4 10• _ 20' A& NO TES: '" (O') L Subyrv* pr* shat' be constructed true to grark and am section with compaction at tai to a depth of 6.0' (alsnr 2 Concrete shad be mass D' and shad be radhih 25' (65mm) to 55' (a 14rm) se #* Caacrete shad be troweled smooth and brush tf LMed 3 Car aWe stied captain no oolaYtiles &*w prior written vpm d a obtawred #Vm the City &*W. Laporte scion be a/rod Wh avenue pigmented cwirg coupwnd cw#jhg to section 90-7.01B of Ute standard VwhWi7on A N comer, aid got* posts ahold be braced to the nearest Gee past cacti gav ftend or hankold braces used as eah>pre len memhers and gar. am" (1Qmn) steel truss rods #0 turrhudda or truss tighteners used as tension membri. 5 Mien redwood suburban saw a r*rtured, it shad be used with 3 x 5 - 9 gauge fabric so constructed that the slots are locked into position and can only be removed with tools APPROVO 6. Frames shad be made with finites or welded: with wd* Xvwd smooth, and regd oikad 7. Chm-Mk fence fab v sohald conform to the sped&vt#.vs of ASIY da0vtkn. A-JY2 . pass 1. A kistaktim of hncing and gates Strad be can accaatanae with the rear -ammis of section 80-4 of the Vanda►d $pedfttiw4 State of Cake* Dgmrtment of Tern *wfation , apprvW concent &Rim A Amberg as gpeaf/ed by the City of Odms&* stoodwd mowing 0-12 shell be continued wWw gates FLENAME: D-13REV OAX STANDARD 0""GLR S CHMM CHAIN --LINK GATES SCALE M. SHA N.T.S. s►w Na C" OF BAKE 0:0-D D-13 CALFOR�NA CITY ENaMEER PUBUC WORKS DEPARTMENT i 20 (50mm) * Unless otherwise dflowed 0.25" x 4.0' x 4.0' An (SW x loam x 106mm) Weld hinge to angle 275" x d0" Anchor (7omm x a2m) Belts welded to angle 6 0' (t115m) from ends d0' (a,2rnJ •, Y L0' 6.0' (0.3m) (0.15rm) r coo 6.0" � l/ (0.15m) PLAN SECTION NOTE: REFER TO DETAIL � FOR THE ACTUAL 3 DIMENSIONS OF THE OUTLET Strap Hinge O.D. of + 2. �-mi►. 30' (0; 1. AN work shown shad conform to the applicable 05' Dia. (15mm) bars DIMENSION sections of the current specifiaaians entitled 'Standard at 6.0" (015m) centers 1.0' or less Table �' below Bar length = ppe O.D. + 10' (023m) . •41 �•�.�� 4•...•.....•.•.. 275" x d0" Anchor (7omm x a2m) Belts welded to angle 6 0' (t115m) from ends d0' (a,2rnJ •, Y L0' 6.0' (0.3m) (0.15rm) r coo 6.0" � l/ (0.15m) PLAN SECTION NOTE: REFER TO DETAIL � FOR THE ACTUAL 3 written ggprmd is dblained from the City Engheer 5. Concrete shall be cured wrath a white pigmented aurae compound complying to section 90-7.018 of the standard spedittkni 6. No pope beds shall be placed kt the structure: ELEVA TION 7. See standard D-9 for avkwge basin standard. OUTLET ,STRUCTURE 0.375' x 2.0' (10 mm x 5Qnhm) Rat bar (len th = pipe O.D. + 10.( 0" (025m) 6 0- (015m) 0.5' (15mm) bars at 6.0' (0.15m) 0.0 Q375' (1Qmm) Galvanized machine belts into lead shims #Wd 0.5' (15mm) bars to cat bas at top and bottom DIMENSIONS OF THE OUTLET NO TES: O.D. of + 2. �-mi►. 30' (0; 1. AN work shown shad conform to the applicable �C DIMENSION sections of the current specifiaaians entitled 'Standard OR SLURRY 1.0' or less Table �' below Spec &&ion.% State of Califamiq, Busa� and . •41 �•�.�� 4•...•.....•.•.. M. S"AW LE E 'I-,' Trahspatotkan Agme); Department of Transportation' JO beyond baste of � exck/ding NAS APPrAM both sides both des approved carant eaition. C" �E�.D the existing, accepted roadway D-10 7.0 - do 20' BadkB9► c a oacte+d to 9OX nelatim °' 85 oR YORE 2.5' I cw7pacUb n an aff other arm CITY EMOMEER PUBLIC WORKS DEPARTMENT BadfiY canpacted to 90X 2 Side slopes shah not exceed 2.- L relative compaction Boc kfiV h pjpe zone conpacted = U) to 90Z redatim co r� mbon. BaakfiiT materna wlrlhin the See J66k A Sir Jfobk A dance unit of pane zone shat be L 0' above top of pope bed a the outside oGumeter pope zone to conform to notes 1, 2 '*g ti _ 3 NI exposed metal in the outlet structure shall be hot - of plan end pgpea and 3 r QD duped galvanized after fabrkotrop. o / .....l��g requirements as per the Public �V 4. Concrete shad contain no additives unless prier ca Q `'' Pae or canduft 6.0' written ggprmd is dblained from the City Engheer 5. Concrete shall be cured wrath a white pigmented aurae compound complying to section 90-7.018 of the standard spedittkni 6. No pope beds shall be placed kt the structure: ELEVA TION 7. See standard D-9 for avkwge basin standard. OUTLET ,STRUCTURE 0.375' x 2.0' (10 mm x 5Qnhm) Rat bar (len th = pipe O.D. + 10.( 0" (025m) 6 0- (015m) 0.5' (15mm) bars at 6.0' (0.15m) 0.0 Q375' (1Qmm) Galvanized machine belts into lead shims #Wd 0.5' (15mm) bars to cat bas at top and bottom Pavelment FILENAME: 0-10REV Bose STANDARD * Depth caries depending on the AX °W�e/2/99 DIMENSION street's Tmffiic khdex (T.1.). See OR SLURRY 1.0' or less Table �' below DRAINAGE BASIN . •41 �•�.�� 4•...•.....•.•.. M. S"AW LE ca►jpatlon h roadMv+ay areas from OUTLET STRUCTURE JO beyond baste of � exck/ding NAS APPrAM both sides both des 9*ET Na C" �E�.D the existing, accepted roadway D-10 7.0 - do 20' BadkB9► c a oacte+d to 9OX nelatim °' 85 oR YORE 2.5' I cw7pacUb n an aff other arm CITY EMOMEER PUBLIC WORKS DEPARTMENT BadfiY canpacted to 90X Pavelment Finish Geode Bose IN GREATEST * Depth caries depending on the CLASS l BEDDING DIMENSION street's Tmffiic khdex (T.1.). See OR SLURRY 1.0' or less Table �' below BackAN cAmpated to = rddive . •41 �•�.�� 4•...•.....•.•.. both sides ca►jpatlon h roadMv+ay areas from / *StreetWKE *8. JO beyond baste of � exck/ding zOr1e TRAfFIC DtapTH of but the outer 1.0' of the both sides both des medkn ureas` and h afle)% within► .......... 55-65 1.5' the existing, accepted roadway both sides 7.0 - do 20' BadkB9► c a oacte+d to 9OX nelatim °' 85 oR YORE 2.5' I cw7pacUb n an aff other arm \. QALY. JJfeR Nfll IQIUg4F.0 TOP rY0 6071011 BadfiY canpacted to 90X ".AV 1 ' relative compaction Boc kfiV h pjpe zone conpacted = U) to 90Z redatim co r� mbon. BaakfiiT materna wlrlhin the See J66k A Sir Jfobk A dance unit of pane zone shat be L 0' above top of pope bed a the outside oGumeter pope zone to conform to notes 1, 2 '*g ti _ U � - of plan end pgpea and 3 r QD ... # For public uta�ities , construction / .....l��g requirements as per the Public �V UtiTites Gammission Gerrerad Orders `'' Pae or canduft 6.0' Be+ddng Afal& d far t Testing backf8l be h the fTezb/e Pie as per of mat"$ slhal accordance with ASW D 2321 tests listed i► Section 6-101 of the State Standard S�edkatians, Um 1.0: ASIM Dwr" �•C i if � NO TES.' t> Q bakfi8 2 �f t Bacrfl' far Riedel Poe 5 CO)poAn texts *# be regrrked and shad be the reWws- Backfi�' maternal wain the pjpe zone salhad be free of abd'ity of the D�evefaper / ShibdG *hr / Contractor the number deleterious material and sal d have a Sand Equivalent of not and locaft of Hie tests shah be determkhed by the pty less than 20 and shad conform to the Wowing prod iv Engor w. The tests shay be in a m*r)ce with the tests Sieve Size Permlape pa�ssing fisted in Section 6-J01 of the State Standard S�vecrfieatbm 3/4" 100 (or ASW D1557, Method 'C7. lilac 4 35••-100 Na 30 20 -IW 6. Each layer of backfin maternal shad meet the cwfxtion, This bakf8► material sha*1 be placed in not to exceed one sand equivalent and gradation requkarrerts before the next foot (L0' loose) byem sWlaneousdy on each side of the laylsr b placed pule in mch a manner as not to damage ar ai'shNb the ppe an its alignment and grade: Each � sicca' be tharoLgWy camp- 7. For pavement patches within paved areae~ see standard acted by mechowd ta4w* Backfin► material shad be drawing ST -12 i► Iris dna*" manual. property cw4wled to wring w prior to proceeft 2 BOdAY far lleAtk pope; TABLE "A " Pipe and fritrxgs shad be iWa�led it accardunce meth the current ASIM s earkahm D-2.521. owy pass / and a enbealnert mate+rkis wiWin the ppe zone wW be considered suitable Mithin the pipe zone, water Hooding and 7ettng s/rrnb' not be used for backfin compaction for llexible p0a The bedAW and haunching shad be hand placed to the ging /he of Ire ppe and prgperly competed For sewer marts (Foss I bedfi►g is regtdnW for bedding and hatnmahkhg. Care synod be taken not to dshacate the popes The remaining boddW in the ppe zone shad be hand placed and compacted in lifts not to exceed 6.0' Itiasinhess BacM material shad be properly c ted to sipringdine prior to praeeatingc The fo/lowin sholl a / for trench widths: PIPE WIDTH IN GREATEST TAMPING CLASS l BEDDING DIMENSION ••.��...............•..►.. OR SLURRY 1.0' or less 1.0' wider 4.0 wider . •41 �•�.�� 4•...•.....•.•.. both sides both sides 1.0' up to 2.0' 1.0' wider 6 0' wider ��n,, both sides both des 2.0' or more 1.5' wider 1.0' wider both sides both sides an'h� 3 Borakfil moternd above the pope zone shad be free FILEN M sT 12REY of del 1wkus material and lumens a stones exceeding STANDARD +6( 4.0 in greatest d6imedw and shay be placed k not ,vcu to exceed one foot (Lo' /acne) >� and each layer TRENCH BACKFILL a+wc � shill be tharovyhaly compacted by mechanical tapping: AND COM PA CTI ON �.,,s •..1 I' .. a IV - eons 6 P.C. I concrete I lo' (.2ft) Mia. 1r,•,�r�����.w�i..►,k�.'r+rririr+�ar �;.+_+,• , / k „ ., . .+tri A 1.5' (4Amm) = �I 9' (23mm) I • 2.0' (50mm) Yin. 20 (5Gimm) Man. 10' (.25%m) Yin. H FENCING TABLE r c0 HEIGHT 1 H 6' 1.8 m .1... ••.��...............•..►.. DL ... • •.I ................/►.. 2-7/d' O.O. QALY. PMi . •41 �•�.�� 4•...•.....•.•.. .. ...,.............................►..... t � 1�i' � ►�!�•�•�•-•�•�i Film e.76 // FT. LD (s.e �) ��n,, M 2-i�4 7/6' LME POST (6 s 1.4 .) C, i[) 2-3/6' Q D 0� 4 V PM 3.W / Fr 8,4 m It _o ► auAaa, 2 Mal a�a*) nEsl, RIP1 FAIM QALY. JJfeR Nfll IQIUg4F.0 TOP rY0 6071011 ".AV 1 ' }; h / / U) � (� cn U � pp O r QD CJ) N C U r O �V FENCING TABLE r c0 HEIGHT 1 H 6' 1.8 m DC 3'-0 .9 m DL 2'-6" .76 m tE1i111NAL PORT 2-7/d' O.O. QALY. PMi OR Co"M (7.3 am) Film e.76 // FT. LD (s.e �) ��n,, M 2-i�4 7/6' LME POST (6 s 1.4 .) C, i[) 2-3/6' Q D 0� 4 V PM 3.W / Fr 8,4 m It _o ► auAaa, 2 Mal a�a*) nEsl, RIP1 FAIM QALY. JJfeR Nfll IQIUg4F.0 TOP rY0 6071011 ".AV 1 ' }; s i 7. Fabric shute be fastebed to lihe post last runner, and bottom tension wres with fabric boha~s *wed approx 14' (0.36m) apart. It fabric shad conform to ASTM A-392, 06ss L 9 Sot auk prgwadw diad be consh eted true to grade and crass section .with conpochan of 90x to a depth of 05' (01,%) FLENAME: 0-12REV CAN STANDARD NAM a/�/e* cLR IP CHAIN --LINK FENCE SNA N.T.S. APFF4140 SHEET NO. CITY OF BAKEAB�D D-1 2 CAUMR A CITY WWW PUBLIC WORKS DEPARTMENT 15 16 17 18 19 20 21 U � o r c0 CO O� 05 (9 � U 00 C -� LD co X ��n,, W LL m W It _o ai }; c� U) � (� cn U � pp O r QD CJ) N C U r O CL 0 Z ^> W Cr 0 a� co00 p U w r Cl) r ' O CC m a CO o ao C) 0 Z UU a) ca a) a 0 ' Q Li z J W Q V ) 0 r z r <_j 0' _Wm RW 0 U) Q - C) W z z U)©< Q �--- Mzz0 LL W Z O H < �. � o �- p - C� U � � -- z ,- Q U W W rr F_ C� RECORD DRAWING CERTIFICATION SHEET NO. 6.1-1835 ° OF CITY RECORDS NO.: 18 2.0"R = 05" 1 1.5' 1 do R=Q5" 60" 24" 60' 24r R R fa.. R - 05" N N d ° d . TYPE "A " TYPE "B" R = 05' 7 /�- 10' RaaGus o 24' TYPE "C" R = 05' r - is, • d° . _ • d.. • : ' ° U *Gutter only allowed where appmved by City Engineer. = a5' NOTES. CRAW GEG I. Aa work Ads conform to the applicable sect/ans of /a Wa kened plane jobts or cold joints sdhaA► be constructed the 'Standard Spedkotion State of Cdlfornia; Department at 15' intervds Expansion pints shill be at each of Transportation,, approved anent eaVtean, and the side of structures and at ends of orb returns followitg general notes: T-1 Z ,! It Type 18' orb and gutter is required on alk types of 2 Su69n* preparation for T)pe 'A", 17: and "C" aufbs streets unless another is eoypraessly permitted by the and gutters shall be constructed bw to grade and crass City Engrheev: sectkn with compaction of-Raf-to o depth of 6.0' OR CL. U BASE 'A" below the subgroate 95% COMPACTED SOIL 12 Type curb and gutter is permitted anly where approved or regiuifed by the City Engneer, 3 Concrete for curb and gutter shard be pass 3 AJX. and. shad be wrt►rr 25' to 5.5" dtrW. 13 Type 'C' arb may be permitted by the City Engineer only in Ata_ bk'e Name Parks: and R -S -25A (Residentid aIV be surfaced on the on the sarcle 4 Timber forms sh placed Suburborn Two-And-Ohe-Nall Acre AIN►knrxn Lot Sire) Zoe next to the concrete and shall not be less than 1.5' edges of po�rrhe t; or gutter &W be extended to isolated think after bekrg surtbced 14. Permit for curb and gutter construction sW acconifmy to be approved by the *sty Engineer. actual work 5 Top and face shad be troweled smooth, them given a CONN* colmh so aaVoi+ s frhas fine brush finish. 15. Nhen constructing new orb and gutter, the existing lot pavement shay be sawout a minimum► of 20' from 6 Nherae existing orb and gutters are to be rgv/aced, new the lip of the gutter or as directed by the City Engheer• construction s hal match evsting construction hrdess otherwise Cdikrnk -Department of Transrportatkv? ; affected by the City Engineer: Existn9 road mored surfocin 9 T. Concrete shad contain no o0tives urdess prior approval ► 5T-1REV is obtained from the City Engrtear• #ed current eaGtion of moxinmm dwelt as determined b °hJ' y y #t what bE bvwased sura A DA It Concrete &W be aired with a white pigmented calving AS T.M. D--1557 to a depth of l' below 2 Concrete for croassgutter shalt be Mass 2 aawgrutter and 1.0' to each side of the o 0 0 o Select Material STANDARD 6/2/99 Bum " co npousnd cowrg )ft to section 90-7.018 of the state (. drequired) o 0 0 0 0 6. Reference standards ST -13 and ST -14 far CURBS & GUTTER CHECIM standard Vead*atiors U) coaWac�,„ rewirernants TYPES "Al",. Sur► 9 Existing sections of arb and gutter sdhat be sr amt at 7 F� or patch k a*bdt unless otherwise » B», & "C" o T.s NIX .SECHON A -A wed by the ratty en 5' the limits of the area to be reconstructed APPROVED U_ is0010011 Or maw *01COMW a A kcal streets cmavte USE FOR EXPANSION flb*?e Elevation at this point shall JOINT LOCATION ONLY not be below elewtion at other and SEE DETAILS PER of this return THESE PLANS D&E VM me's'on Jprht Yar. g Street R/IIr 1 variable ►,' ' �- i o i riot PMWy ��' Line i ,�� Flowlkne Of Gutter ° A y d ° Flowfne ,q Eapansian rbknt of Gutter aussytitter Giradle = 06X Alin. E;Vmskn Jbint STANDARD 6.0' CROSS GUTTER Lr IxS L ANaed ANWHAVIN&NAM' A01 -;; lialrolll�r Alleoe>fn aur c1tr "row ea4h*& Z A Soret &W "W Ary thr try of Nix s Apffbol ad 6000fwy Vow am soof f - .' 1lId t�►thee r:grado MW vMnvriiiMvi by ASS R -W 61 *00 ��MII (r� i�' of a�b�►� : kr d ills � lAralr �r ,"WW"WWvMW~ r r raerr+mi, r1 cwftt 50 ids sdrrA' ash so 111plowr > be ►#1 pkaed tiii,� fomes �t�r svhell" ba 1000 10 to 01dowel of 6 ilii be NSINMme► �d tri lif1o61alrrIrr � = 11A► rvla�r v to Qorl k o�o$t rail' atrgvaertd lAWN ,1Id &%a AA =A# A* �' d triC �;�► � � Air of h�lrr>ols dirrc�ed r _� * A* rrmorad��blr a � ifsr ah and '+ wAGA V46COO&I Iai6 tube ad* +�►�r �► �►' t1s t�i�llvti SNOW o � 9 AI�1lonf br awe MI! �� oIs pawa►rstaar ale dlF�ed P� p,obah - tr► *,limbo" of 20 66 od pf of qp mod AW be p atinr Bali m* Or11b #earn %4' bs PWMW a► $6vd or dw arta 14tv" of 46" and u� _ _- aVMstJ► F�rglt�wr ' 10 • Boss 2 PwUwd Cement Concrete: Cddr and knish to match S'awcut adjacemt pwmment, Existing d , ' - : •oll Portland Cement Concrete 0 4' 10' a°. ° ° Select Material (ff rewired) Backlit PA TCH IN CONCRETE SURFACE is to, I unless other4 , r , , :., by aty &0w.. r r , r n ', Bider8hoer M K. E*ting Concrete Pdmwent am # Aggregate Base NO TES. 4wdfibatkm State of Cdifw* Department / r , L L-.iceEM TTS -M, / r.r,.e , y r cY ," rl r : 95.i' canpoctian 0 1.0' dow 20" to, to' 30' 1 3.0' 80' SECTION A -A 95X carA WUM to, deep 3o" 60' 1 6 0' 14' SEC77ON B -e IT -7 CRAW GEG fit rd MO&W *d 016" to EApansian JointM%r �x of the � estr�llld � � of - - `alk �` � : - +� �► 2. Saw is shalt' be made parallels or at not S1*ETN& CALIFORNIA T-1 Z ,! (CLL0 M_VFM= mos to the ae►terMe of Ire street. STANDARD 12.0' CROSS GUTTER 3 Depth of select mated, if reWkac shad be oorvea►sl%W titer kand am swkv and : ' •s '' PATCH /N ASPHALT CONCRETE SURFACE detenmaihed in the rel/ by the **era,. AJX. NOTES - baby t .pYF 4. Patches less than 2.0' from existing potchn W i. All vv'ark sahalt Canhx7n to the gpplrcab/e 5. Ail (kassgutter /ocafians acrd sues are 0 ¢' t edges of po�rrhe t; or gutter &W be extended to isolated -sections of the *ecifie dins entitled 'Stan to be approved by the *sty Engineer. Concrete Surfacigg A�pWfic Pant Binder % ndude art a rrntermeaGate strip of existing pavement CONN* colmh so aaVoi+ s � ' dhrd Specifications, State of lot 12"1W I ft s Nor "it t�orvolAr. ar. dfsblT p sr -10. Cdikrnk -Department of Transrportatkv? ; 6. Beaing sok' sl>alY be compacted to 95X Existn9 road mored surfocin 9 5. Minimum patch width shat be 20' at its Otcoalw* 10 #ed current eaGtion of moxinmm dwelt as determined b °hJ' y y #t what bE bvwased sura A srmi*st dinensko, unless otherwise allowed by m ars AS T.M. D--1557 to a depth of l' below 2 Concrete for croassgutter shalt be Mass 2 aawgrutter and 1.0' to each side of the o 0 0 o Select Material the dty enow- .� and conform to the raeWkements stroll arpssqutterr. (. drequired) o 0 0 0 0 6. Reference standards ST -13 and ST -14 far cr of the State Standard 4wdieab ns U) coaWac�,„ rewirernants 3. Expamsian pants shill be constructed 7. Cahcrete shark contain no addtives u is obta fed from City fog' 7 F� or patch k a*bdt unless otherwise w � arm W :�E prig' gaprord .SECHON A -A wed by the ratty en 5' � every 30' or as *wted by the tasty U_ is0010011 Or maw *01COMW a A kcal streets cmavte Of c _,f1*Slodwd Engkheer. 8 Camle shat/ be and with a white 836 over 05' O ;mw I pigmented curing cwpwnd compl)vg to B Arterid and cAlector strrests minimum 0 7' :` 4. Concrete shay be am 2 and slump sae+ction 90-7.018 of the State Standard PATCH IN ROAD MIXED SURFACE a*"t concrete over to' Clan N aggragate bare sahavY be wrGsnin 2.5" to 4.5'. Slreci6cotions O W cc FlLENAAiE: ST- z FlIENINaIE; ST -11W of U) STANDARD MX g �A STANDARD STANDARD DAX � MAW Eo MUM Mbe u a SHEET NO. icu , t3 =4 R k pW 0, my ba aAd rasea>wrd !! r . Ao_. - RESIDENTIAL im"imsh. of MW dft OF 18 CROSS SCALEM' stun PAVEMENT PATCHES Sur► SCALE M. GUTTERS N•T_% N.T.S. APPROVED SHEET Nob APPROVED SHEET INIM CRY OF BAKEfWE L -D ST -9 CRY OF BAKERSFE LD ST -11 CALLA CALFORNA CRY DIfa1 W PUBLIC WORKS DEPARTMENT CRY 910M PUBLIC WORKS DEPARTMENT IT -7 &TKT SW TO LOT LAVE r!dlmfectors curb return radraas SEE PLANS E sra►► 20'(6 .1m) mkt. FOR RAMP & tWeakened streets and 30' CURB RETURN Plane ,hint in. on all arterials CONFIGURATION ctors or locals at flitter ions with arterials tors or as deectedity Engineer. - A . 4 ' s d 0,96 Gutter , 15 4.6m Max between pints 4 Right-of-way • - 20 (6.1m) x 20 (6.1m) chamfer A w/exception for signal locations see Std. T-33 3' (091m) Min. Combination Siad°wdk valri ue 0 future Mk?. . a soofized 4.5 0' intersection 6m) I ' 6x Max 6.0 I (0.15m) 2X 2X --2Z Min. 4.0' . Amm) . 4.0' (lO ' inimurm on d local streets * I/arhable m an c arsy schools, hospitds, commercial, ind ustrid, or as directed by the City l ngrreer. pariad/e 6.0'(1. Minimum on meandering sidewalk. NOTES: 1. All work &W conform to the applicable sectims of the gwifrcotkns entitled "Standard SpecifrcationA State of California; Department of Transportation , approvsd current edition. 2. Subgrode preparation shall be constructed true to grade and crass section, with compaction of 90X to 0 depth of 05' (015m)• 3, Concrete shah be hiss "A" and shill hove a slump between 25" (65mm) and 5.5" (140mm)• The surface sha# be finished to grade and cross section with a R'oat, troweled smooth, and finished with a &-porn. 4, Concrete shall contain no additives unkss prior approval is obtained from the City Engineer: 5. Concrete sftoll be cured with a white pigmented curing compound complying to Section 90-7.018 of the Standard Specifications 6. ilbakened lane Joints shad be instated at 15'(4.6m) interva►s and expansion plats at 60' (183m) intervals Expansion jMts shat/ be located each sidle of a structure and at the end of curb returns 7. EVoasion pint filer- material shall consist of pre faemted strips of o aluralW resilient compound. R Sidewalks sholl be scored to a mknk►wm depth of 0.125" (5mm) unless otherwise directed by the City Engineer. 9. New sidewalk construction in blocks with existing sidewalk shall conform in dimension and location to those 0 place; or as dk'ected by the City Engineer: 10• Existing sidewalk shall be sowcut and removed of the First scoring line at or beyond the planned pint. 11. A permit for sidewalk construction and reconstruction sholl occavnpmy actual work. 12 Any va 6wce in finish, color, or material, from standard wfl require opprowl from the advisory oegmcy. I3- Transitions in sidewalk types must be approved by the City Engheer. Fft.ENAM F- sT-aREV SDAX B'�`6/2/99TANDARD DRAW( JCU COMBINATION CHECKED' ,"AW SIDEWALK N.T.S. SHEET NO. CRY OF BAKERSF*3LD ST -8 CAUFOFHA CITY DONEER PUBLIC WORKS DEPARWEENT CLOSEST TC ALA911eai QF LOT LAVE iii iii if necessary, oditust R/W or obtain 4.0' min. 10.0' t 1VTE X Glc ANIERSECTAV►C STRfET iii iii easement to accommodate full depth of drive approach. PROP&TY LAVE J N 11 2.0X max. slope 6.0' min. , l.e cep 6 0" min., T 14 Rebar -- 24' 0•C. both ways, full width of approach, 2 - 14 Rebar, evenly with 2, 0' clearance from bottom of concrete. SEC TCQN A - A spaced full width of --------- ` �`` '~ '�- _ _ _ _ _ ,k` H` ,s, .� _ _ _ _ _ approach curb gut ter. NO TES: 1. A# wakmansho and materials shall conform to the applicaeble 10. Sections of existing driveapproach being removed for replacement I n IIIy y shall be sowcut at the limits of removal as directed b the Cit Engineer. Ir �� sections of the ecifications entitled State of California, DTI. of PROPER 111 11 transportation, Standard Specifrcatiavrs ', hereafter known as Stondord The section being removed shall be a min. of 5.0' in length and sawcuts �• Speci6cotions" current City approved edition, shall align with existing pint or score line. Replocement shall conform in dimension and location to the odjocent existing improvements TYPICAL LOCA TION PLAN FOR INS TALLA TION 2.. A current Street Permit issued by the City of Bakersfield Public unless otherwise directed. Works Department must accompany all work within City right -of --way OF STREET SIGN POSTS 11. Sections being replaced may be poured against existing pavement, • '� 3. Su rade sholl be constructed true to grade and cross section -- � if in good condition and with prior approval of the City Engineer. `)I and compacted to 95X of maximum dry density as determined by ASTM Otherwise, the existing pavement shall be sawcut a min. of 20' from; �.. AS7M 0-1557 to a depth of 6.0' below top of subgrade. the edge of concrete oar as directea! Pavement patch shall conform AVE4. Concrete far drive opprooch shall conform to the requirements of the to the requirements of Standard Detail ST -11. ". VCN_1%Standard Specifications for minor concrete (min. cement content of 12 Curb and gutter and body of approach shall be poured separately, t • 505 lb/cu W) Concrete shall contain no additives unless prior approvol not movrollthicall ".94 _ is obtoked from the City Engineer r 00 5 Timber forms shall be surfaced on the side placed next to the 13. Total maximum allowable drive approach width shall not exceed 60x concrete and shall not be less than 1.5' thick after surfacing. Forms of commercial/multi-fomfy property frontage. Drive approach dimension, -� 24" • O fCTftW AM W ORWYAL and subgrode shoal be wetted immediately prior to concrete placement as shown on approved plan, shall be the basis of such determination. (Q6 m) 6. Concrete shall be troweled smooth, edged and theca given a light 14. With approvol from the City Engineer, total gpprooch width, including bro(yn finish, Immediately after u nish�g, alI exposed surfaces shill wings, may be increased fo 50' maximum for M-1 and M-1 uses, where DETAIL OF SIGN PLA TE receive a uniform application of white pigmented curing compound high volumes of semi -truck and trader use warrant, .� conforming to the Standard Specifications: The concrete surface shall be kept moist until the a~uu-irng compound is allied. 15 A minimum of 22' of �k height curb sua+l separate drive appraxndres, Nora except as noted on Standard Iletad T-�20, or as wooed by City £ngneff. 7 Expansion lents shall be constructed at both ends of approach. f3R�Uy�p STlALL BE AL�ilPAAt�D BY A Q.elP1A�GA 1E li? SFIl1W � !6 No alive appra�ach a:crtstructiarr is permitted within a sliest or alley TO CITr STAAVARQ Weakened plan pants; 2.0 deep, shot be placed at center of approach curb return so Pmxs To it MADE or Q125' (31&nm) ALbNdIM W PLATE, CUT 70 and at ]0' max intervals or as ofrected by the City Engineer. 17 * portion of the drive approach 4dl be constructed on odj amt MEN9W SPE'[, W. a E sim t filer material shall consist of reformed str' s of xptx► jam' p � property frontage unless specifically approved by titre City Engine PIAS 9YALL IM WA�DC fWY�FCECrc� M � int durable, resftent compound that conform to the reguirements of the 1B. See Tabie 6.91 to use of this drive approach standard BAC MfXAeV/1 NTH St COPY ON 807H SHIES or ars aplomwd by the City Standford Specifications. ngnear FARMAT SrlAlt BE KANKAYS-NAIMGMS CO. AC Sot -C12 OR PSR APPRQf+EO 9,mere new approach is being constructed adpco+# to existkag curb 45°t EQUAL Alt 1N�ITAVIiO and gutter, the existkag curb and gut ter shall be completely removed � lfp and replaced with rebut as shown above. No 'curb cut' is 9W fAI,NVG TRAFFIC aV LOCAL AMD tOCAL CALLECTW STREETS 9MrAIL BE oilowed for commercial/multi-famfy drive approach STAMQAI� Sy1E ASS NA►♦ ,9G1VS F t,W,A� 1ER1iAt AMD construction. 9. 5 ?tan CAPS fA< A1Ln7R0 Sy1E' (A/,30 76�x 8 (21R,TCm} INTN �: _to b T5 Fat PLATES 9'IALL biF A tU (,AVG YAAIDAL-PRO(F GLu' w4F--�I - 90 Atli PflaE CAP 3.0' x width of sidewalk , QP i NIX- 10)XIy 10 f1T A 2 51cm A dQ APPiWK0 E01ML, Detectable Woming Surface, s 6 typ. both sides. See Note &STALL Tilt? 51is x.T l f� (79lmrnx889m Ba TS � Pff GAP AA+r? PAS: PELN EW Qr 86 SO #JT IS TA-P1RrJW 4 on Detail ST- 10, .S��L (f,�j h/r (u2 � N SFA ken fWAl �9h-G11L1� D MEAD. FOR QETAttS OF 9W POST MOIAVIK SEE aTr STAADARD T-2. 4,5't �Qa; •� P me' a0- �. T,ed bta�or 1g 5 ce° T-01.0Wc op, auuE 07/97 volas DA7E RE 10/15 DETAIL OF FITTINGS FOR PiPE MOUNTINGS STANDARD CRAW GEG fit rd MO&W *d 016" to iHEOMOM �x of the � estr�llld � � of - - `alk �` � : - +� �► APPROVED CITY OF BAKERSFIELO S1*ETN& CALIFORNIA T-1 Z ,! (CLL0 Wu Uff C* 10461" iQ co �•�.-. W r. '• oorvea►sl%W titer kand am swkv and : ' •s '' XW to X19 of mawaimw der airy as ddioMed by ASAP0 4W to a drip! of 6it!' yI�y■,i .. w AJX. baby t .pYF W t' for Ad cmkr /f to ' • • f• • { . r • • • - •' ~ •.• F - •d • f dolt gNiM r` ± 1i�1 it!. c lot CWtet 50 '► :, .: (i {,irthjr' -.. •a CONN* colmh so aaVoi+ s � ' W" tJriiw 15 dhtaiahed km � tory lot 12"1W I ft s Nor "it t�orvolAr. ar. dfsblT p sr -10. rl>rreit Ib >* *w*m aid aw s* Aw ftLO&W Oft bei Xfft d AM Wd . i*v*"k 1~ blwn®afartelyprior' a Otcoalw* W #t what bE bvwased sura A U-- 0 m ars faw gad ow 90 a to atri m 66k Z .� ibaroReaily dlhr•oefed > cr Aw nor a of t U) Q m 1— z0� T Epwrin J*1* a -A* aakrW ale bob w � arm W :�E M* of "ran h N94050mv prone u abal� br Ciriftr of a .... ! .SECHON A -A � � U_ is0010011 Or maw *01COMW a EXPANSION Of c _,f1*Slodwd JOINT MATERIAL, 3 LOCATIONS A. - to sW k spat of *lir wild A . ISM 11105M1t M :` dit�' a>arrufamh +in O*W ab* AM �t acted W 0 mar P O W cc ZIT =hilt01111 a-ewm* W_ *4"d z oolrnelrrm � Air of U) U) STANDARD MUM Mbe S44ME FAY RESIDENTIAL ow A SACH -TYPE *8 a SHEET NO. 0 U W , t3 =4 R k pW 0, my ba aAd rasea>wrd !! r . Ao_. - ST -71 im"imsh. of MW dft OF 18 &TKT SW TO LOT LAVE r!dlmfectors curb return radraas SEE PLANS E sra►► 20'(6 .1m) mkt. FOR RAMP & tWeakened streets and 30' CURB RETURN Plane ,hint in. on all arterials CONFIGURATION ctors or locals at flitter ions with arterials tors or as deectedity Engineer. - A . 4 ' s d 0,96 Gutter , 15 4.6m Max between pints 4 Right-of-way • - 20 (6.1m) x 20 (6.1m) chamfer A w/exception for signal locations see Std. T-33 3' (091m) Min. Combination Siad°wdk valri ue 0 future Mk?. . a soofized 4.5 0' intersection 6m) I ' 6x Max 6.0 I (0.15m) 2X 2X --2Z Min. 4.0' . Amm) . 4.0' (lO ' inimurm on d local streets * I/arhable m an c arsy schools, hospitds, commercial, ind ustrid, or as directed by the City l ngrreer. pariad/e 6.0'(1. Minimum on meandering sidewalk. NOTES: 1. All work &W conform to the applicable sectims of the gwifrcotkns entitled "Standard SpecifrcationA State of California; Department of Transportation , approvsd current edition. 2. Subgrode preparation shall be constructed true to grade and crass section, with compaction of 90X to 0 depth of 05' (015m)• 3, Concrete shah be hiss "A" and shill hove a slump between 25" (65mm) and 5.5" (140mm)• The surface sha# be finished to grade and cross section with a R'oat, troweled smooth, and finished with a &-porn. 4, Concrete shall contain no additives unkss prior approval is obtained from the City Engineer: 5. Concrete sftoll be cured with a white pigmented curing compound complying to Section 90-7.018 of the Standard Specifications 6. ilbakened lane Joints shad be instated at 15'(4.6m) interva►s and expansion plats at 60' (183m) intervals Expansion jMts shat/ be located each sidle of a structure and at the end of curb returns 7. EVoasion pint filer- material shall consist of pre faemted strips of o aluralW resilient compound. R Sidewalks sholl be scored to a mknk►wm depth of 0.125" (5mm) unless otherwise directed by the City Engineer. 9. New sidewalk construction in blocks with existing sidewalk shall conform in dimension and location to those 0 place; or as dk'ected by the City Engineer: 10• Existing sidewalk shall be sowcut and removed of the First scoring line at or beyond the planned pint. 11. A permit for sidewalk construction and reconstruction sholl occavnpmy actual work. 12 Any va 6wce in finish, color, or material, from standard wfl require opprowl from the advisory oegmcy. I3- Transitions in sidewalk types must be approved by the City Engheer. Fft.ENAM F- sT-aREV SDAX B'�`6/2/99TANDARD DRAW( JCU COMBINATION CHECKED' ,"AW SIDEWALK N.T.S. SHEET NO. CRY OF BAKERSF*3LD ST -8 CAUFOFHA CITY DONEER PUBLIC WORKS DEPARWEENT CLOSEST TC ALA911eai QF LOT LAVE iii iii if necessary, oditust R/W or obtain 4.0' min. 10.0' t 1VTE X Glc ANIERSECTAV►C STRfET iii iii easement to accommodate full depth of drive approach. PROP&TY LAVE J N 11 2.0X max. slope 6.0' min. , l.e cep 6 0" min., T 14 Rebar -- 24' 0•C. both ways, full width of approach, 2 - 14 Rebar, evenly with 2, 0' clearance from bottom of concrete. SEC TCQN A - A spaced full width of --------- ` �`` '~ '�- _ _ _ _ _ ,k` H` ,s, .� _ _ _ _ _ approach curb gut ter. NO TES: 1. A# wakmansho and materials shall conform to the applicaeble 10. Sections of existing driveapproach being removed for replacement I n IIIy y shall be sowcut at the limits of removal as directed b the Cit Engineer. Ir �� sections of the ecifications entitled State of California, DTI. of PROPER 111 11 transportation, Standard Specifrcatiavrs ', hereafter known as Stondord The section being removed shall be a min. of 5.0' in length and sawcuts �• Speci6cotions" current City approved edition, shall align with existing pint or score line. Replocement shall conform in dimension and location to the odjocent existing improvements TYPICAL LOCA TION PLAN FOR INS TALLA TION 2.. A current Street Permit issued by the City of Bakersfield Public unless otherwise directed. Works Department must accompany all work within City right -of --way OF STREET SIGN POSTS 11. Sections being replaced may be poured against existing pavement, • '� 3. Su rade sholl be constructed true to grade and cross section -- � if in good condition and with prior approval of the City Engineer. `)I and compacted to 95X of maximum dry density as determined by ASTM Otherwise, the existing pavement shall be sawcut a min. of 20' from; �.. AS7M 0-1557 to a depth of 6.0' below top of subgrade. the edge of concrete oar as directea! Pavement patch shall conform AVE4. Concrete far drive opprooch shall conform to the requirements of the to the requirements of Standard Detail ST -11. ". VCN_1%Standard Specifications for minor concrete (min. cement content of 12 Curb and gutter and body of approach shall be poured separately, t • 505 lb/cu W) Concrete shall contain no additives unless prior approvol not movrollthicall ".94 _ is obtoked from the City Engineer r 00 5 Timber forms shall be surfaced on the side placed next to the 13. Total maximum allowable drive approach width shall not exceed 60x concrete and shall not be less than 1.5' thick after surfacing. Forms of commercial/multi-fomfy property frontage. Drive approach dimension, -� 24" • O fCTftW AM W ORWYAL and subgrode shoal be wetted immediately prior to concrete placement as shown on approved plan, shall be the basis of such determination. (Q6 m) 6. Concrete shall be troweled smooth, edged and theca given a light 14. With approvol from the City Engineer, total gpprooch width, including bro(yn finish, Immediately after u nish�g, alI exposed surfaces shill wings, may be increased fo 50' maximum for M-1 and M-1 uses, where DETAIL OF SIGN PLA TE receive a uniform application of white pigmented curing compound high volumes of semi -truck and trader use warrant, .� conforming to the Standard Specifications: The concrete surface shall be kept moist until the a~uu-irng compound is allied. 15 A minimum of 22' of �k height curb sua+l separate drive appraxndres, Nora except as noted on Standard Iletad T-�20, or as wooed by City £ngneff. 7 Expansion lents shall be constructed at both ends of approach. f3R�Uy�p STlALL BE AL�ilPAAt�D BY A Q.elP1A�GA 1E li? SFIl1W � !6 No alive appra�ach a:crtstructiarr is permitted within a sliest or alley TO CITr STAAVARQ Weakened plan pants; 2.0 deep, shot be placed at center of approach curb return so Pmxs To it MADE or Q125' (31&nm) ALbNdIM W PLATE, CUT 70 and at ]0' max intervals or as ofrected by the City Engineer. 17 * portion of the drive approach 4dl be constructed on odj amt MEN9W SPE'[, W. a E sim t filer material shall consist of reformed str' s of xptx► jam' p � property frontage unless specifically approved by titre City Engine PIAS 9YALL IM WA�DC fWY�FCECrc� M � int durable, resftent compound that conform to the reguirements of the 1B. See Tabie 6.91 to use of this drive approach standard BAC MfXAeV/1 NTH St COPY ON 807H SHIES or ars aplomwd by the City Standford Specifications. ngnear FARMAT SrlAlt BE KANKAYS-NAIMGMS CO. AC Sot -C12 OR PSR APPRQf+EO 9,mere new approach is being constructed adpco+# to existkag curb 45°t EQUAL Alt 1N�ITAVIiO and gutter, the existkag curb and gut ter shall be completely removed � lfp and replaced with rebut as shown above. No 'curb cut' is 9W fAI,NVG TRAFFIC aV LOCAL AMD tOCAL CALLECTW STREETS 9MrAIL BE oilowed for commercial/multi-famfy drive approach STAMQAI� Sy1E ASS NA►♦ ,9G1VS F t,W,A� 1ER1iAt AMD construction. 9. 5 ?tan CAPS fA< A1Ln7R0 Sy1E' (A/,30 76�x 8 (21R,TCm} INTN �: _to b T5 Fat PLATES 9'IALL biF A tU (,AVG YAAIDAL-PRO(F GLu' w4F--�I - 90 Atli PflaE CAP 3.0' x width of sidewalk , QP i NIX- 10)XIy 10 f1T A 2 51cm A dQ APPiWK0 E01ML, Detectable Woming Surface, s 6 typ. both sides. See Note &STALL Tilt? 51is x.T l f� (79lmrnx889m Ba TS � Pff GAP AA+r? PAS: PELN EW Qr 86 SO #JT IS TA-P1RrJW 4 on Detail ST- 10, .S��L (f,�j h/r (u2 � N SFA ken fWAl �9h-G11L1� D MEAD. FOR QETAttS OF 9W POST MOIAVIK SEE aTr STAADARD T-2. 4,5't �Qa; •� P me' a0- �. T,ed bta�or 1g 5 ce° T-01.0Wc op, auuE 07/97 volas DA7E RE 10/15 DETAIL OF FITTINGS FOR PiPE MOUNTINGS STANDARD CRAW GEG STREET SIGN iHEOMOM POST TYPE SCAIX NTS APPROVED CITY OF BAKERSFIELO S1*ETN& CALIFORNIA T-1 OTY EMONUR PUBLIC WOMM OEPARTMT (CLL0 iQ S T A N D A R D DRAW JVH/BV COMMERCIAL/MULTI-FAMILY cw"as. LEsr DRIVE APPROACH -TYPE "B" RALE N.T.S. SHM No. APPROVED GYTY OF BAKEFAEL.D ST- 4 c CITY ENGOM PUBLIC WORKS DEPARTMENT z O Q U_ LL W U 0 >Z Q 0 U W S oI C�9 LA, W c61 CU T fi 000 0 CID o � m <m °o0) co coC6 M co av 0 U� (CLL0 iQ co ' (�o Q Q) M � m W _o cco U CO o CD CIO T QCf) Q0 1 w n, W N o � Q_ 6.1-1835 fi 000 0 CID o � m <m °o0) co kOo zU U av 0 (CLL0 iQ z I W U) L0 W W LLL U-- 0 = a_ [] 0 Z W ❑ W > cr U) Q m 1— z0� 11 O W :�E z z ::) Q � � U_ �00CC� nC W O W cc z U) U) I SHEET NO. 0 U W OF 18 6.1-1835 AL MWAX LOCA7XN 70 LE` MVDV PLACED AV FXISTAW SWW", USM NO 1W SWWALK SWWALK SM X COW MM EX7Fw n? W 7W ah?B 70 PE PROPERTY LAIC, PAR7iirWKY AV Cal ASMAL AREAS A AOM CF 4' (1.2m) aEARAN E IS Tf'PIE QSS RE(Xi4Y7f0 FROM 840( QF 1' (S fan) CALYANZEO STEEL W swou TO EDGE LyAS PER AAi£RICAN FEW CLC 90 POST. • I I I r ' 6' (15Anhm) (ate) ' BAar Lir SNaE`MLK S. ff x 1/4'0(150im x 6vnm) ROD OR Ba r .; ..:� ;a • i I i i 614r(4CLYVA IT) ►, aA5518' P cc L" J --•-� ka- 8"(20m) AN ROD OR 81% T 7hlRU Di!?A!LED h SW CT SO PAAECS SMALL BE AZIMD AS STANDARD DIENOTED AN W CAL TRANS TRAf X MAYALS XM OUR SZE IS SPIELED £L9WR£. SSV PAW 1FEfZECiIVIJY &WS STOP _W6 & ALL 07W RgADSUE' 9G6 -- N&V AIVMAW Y Mff AM)ANG REOMIFfMTS S PAWS SMALL X AKJ ffD W1)H HAN WS MX SSI S' 8%T AN YAACW PROOF NUT ASS Y W APPRO10 EOL44L. Za AVNI£BD LW 9OWL W OMR PLY£S SHALL dE ATTAM NIH STAR ESS SIM STRAPS AMD HA waw W SElWS Beit T AAV MAW PIROLIF MUT A Z AA Y OR APPROiIED EQUAL. WGfD HOTS SHALL NOT EXCEED ArAME'7ER OF B& 7 Mibi` WN 1/16' (1. Sm1W 0i7 POST IS f0 din BROW 7W OF S1pV PAW BY NO AM THAN 1.5' (38 cmc MU 801 T DETAIL T--O2.OWG WE STANDARD aRMIN07/9' CEG MISCELLANEOUS SIGN DETAIL B'D I NTS SMT NQ CiTY OF BAKERSFiELD CALIFORNIA T-2 OTY Ncr Rehfartaing sled, _ see pion ►dew. 1 4.5' (0.11m) ' ANhanlbro foun4y [arab &mar /1-3911 with and►ors or eQrrat A 2.0' (5aw) / } Protection bar (see note 7) a5' (15mm) Ura Sthmp 1.0' x 1r (25= x a 4m) support bolt with hex nuts R=3.0' (75mm) Adpsting nuts to be tightened and secured in place when plate is in P Post= R=025' (6mr») Nam ad N gutter t florline • a N C 2 0' (a6m) ri------ � -- - - - - _ _ _ _-ISee sta nabmd 4.0' dvirh9 SW -6 1 for frame and .. ....; . Corr detals The LWar portions of hcorrfhg :.. •: and outgoing sewers shag be • I + t removed and the broken edges I 1 • s.:� ;� _ i Stud/ be /Mastered Smooth with I I :,' ' - • • :, r T - Cement mortar. i 1 ,e•:. s41 ...i 1 -r-- _--------------- 11-_j4. _ 4.0' Dia C' j _ (tan) TOP WE Note: PC slab not to be •' I poured unto paving is h place; I . •`r I 567' MANHOLE SECTION 26.25' 25.25' 1.5' b- 075& w See Detarlr 'A' 2.0' do pear Ope►hng o ,32.5' SECTION A -A 1.0 pattern letters, a 125' 1.5' self higlh sial kg blind pdr 2.0" pattern hole /etters, a 125' A hA SEWER Notch lid to find pick hole See note 11. Lo' pattern 1. D pattern lett 0.125' lettar;�, am ' hig i Location far high MANHOLE country of algin NOTES• 1. AN frDmes and corer's shat be tested for acct rw of fit and shad► be morlked in sets prior to ddimy. 2. The seats of frames and beaming faces of the covers shay be machined for a smooth non-rodrhg R between the two castings 3. Casti7 S shalt/ be ffww lbly denied and dipped twice in a Brack-af}1ing, )let-Wacak a*91 C compound to provide a protective Coating. 4. AN frames and cows shall be gray cast iron, free from Mpg aodtrg holes, swaft and cola -shot and shah have a wankmadke finish. Hooray loadhg should be 16 20-44. 5 Casting shall conform to the pronseons of the sped&otkns far gray-foh costkVg send designation ASTAh. A-48 (latest renw), pons No. JOR 6 the name of the manufacturing compmy std/ be on the underside of the covw.. 7. Manhole frame sha# we* not less than 120 /bs nor more than 250 Abs. the corer shall weiglh not less than 1210 fba nor more than 200 Abs`. APPRorm 8 Manhole cows shall have a serf aFahhg blind pick hole undoes odierrase approved by the City Engineer. SECTION NO TES.' 1. A# work shat/ conform to the gvpfncalb/e sections of the Wectfrcatrons entitled 'Standard Speafi dk nsy State of Cafe w* Department of Trmslpa tatim approved current edGtian 2 Mortar strap consist of one part Portland Cement and two parts of dean, wdl graded sand Poe Diameter 3. Jobts shaA► be flea) with mortar and neatly cleaned Yates or wiled on aside of p*w 4. Pre cast rlefhforced manhole sections stball be constructed in occordti nce with tie pronsrons of ASTM C-474 currel►it eakka 5 Eccentric $late $hound be mlallled in ire upstream *ectim of the matin Arne whenever possible or as dlrlected by the City Ei*ew.. 6. A# transitions between pile inverts shad be a smooth waltped W*m 7. A9 sewer manholes for sewsr /fres lamer than 18' in diameter, slW be /fled with 'T -Lock' or approred eqd FILENAME- SIM-4REV I 1.0' 10.5' 0.75' 0.625' Jog 10' 1 a�ra 5' Ir SECTION B -B 0.5' note tL 1.0" Dh center hole i POM a1250 high CLEANOUT Mochined Surfaces 10.5'-'' N I Taper Cover Frame DETAIL "A " 9. the 2.0' pattern letters on the manhole covers sha# have one of the fagowng des�wthiarhs: DRAW or SEWER la AssernWy shall be desOW for highway loa*j of HS 20-44. 11. 20'x 1.0' diamond mat a 125' dwv F11.1 AME: SW�6REV Gutter not shown A 75 RAISED ISLAND x Max SIDEWALK I. p I NC I t 00> SEENOTE 3 I *X . (7) 3 LL ;Q FRONT or 4 EDGE Expansion matend /4 bars bent abrin 2' Gutter in or 2.0' dW j*t between box and and xnbedded into Club rr. well+ 1.0' (aJM) tip. PLAN 20 = Mnm 4X at STEEL PLATE DETAIL Afanbra kwm y gdv frame & 4.0' = IM= r a 15M RAMP Lo cow / A1530 with 2 75' (70mm) NOTES: ISLAND 9.0X Max A A staff steer socket head set N NO TES: scrawl (set apposte and finished Sid W& See ,ted 1.5X SIDEWALK &A) Of awd. 20x' pkhte dotal L Al concrete shad) be dans 'A' and sho# be nrithkr 25' (&WO) to 55' CASE 8 I' c cy I FRONT EDGE 1 i ax ( mid (a 14m) sAuV. ' x v [OF SIDEWALK ;r 9.0X Max AT 2. If distance from curb to back of sl walk is too short to accommodate ramp and 4'-2" platform (landing) as shown in Case A, .�? z 1.0• aR CURB the aldewalk may be depressed longitudinally as in Case B, or C or 2 Slab to be paroled mondrthic with sidewalk where sidewalk is reguW .r >1 (2 ) 1.5' CCR �-- U) M F` z or needs r4mb=4 SiaRaces of a# eAposed concrete Ihae match d 0PA FRONT may be widened as in Cave D. ( ) �' z 8° TYP Typ i color, acrd 9 of adjarxnt caro W& SIDEWALK Ata bar ere note 14 0 cc: ,I Wa# thickness: T=60' (a 15n) excV1 when HHB' (140), T-80' (02m) 0I M Rawxb4 Ria configuration must be similar +o that shown for Detail B. ..� or LAB' (24m� T=90' (02* Cafrh basin (lab's shay be ixnwmd by 20' (Mw) nwomn in � if WW against nota d ground I �• A wadi Glhridbrres$,, 4. As alto conditions dictate the retaining curb side and the flared the Cape G ramp pall be constructed in reversed position. in lieu of outskL face forms 06 I I SW to ttans RAMP) OF i- 4. wd ra brit/ not r+sWW when H=80' (24m) or less and L=7.0' (2.1m) Q 9.O%CMax or less Nbl1s exaeeadW the,e kmb ► be ranfaTed with Na 4 burs o &0' (015%)1.5' but the minimum width of the ramp shall be 4'-2". at LY (043%) aC both " Al rMkrdV shall be No. 4 bas 1.5' 9.0% Max 4'-Z' Min RETAINING 4'-2" Min SEE NOTE 9 AT CURB SEE NOTE 9 CURB - �c (rp (a460) the romp, except in Case -C and Case F. (4%m) deer of inside face unfree othdfmt shown, • PLANTING EDGE OF CASE F CASE G T. Transitions from ramps and landing to walks, gutters or streets flush (no IiP) and free of abrupt changes. AREA SIDEWALK See Note 4 �' shall be 5 Ail aWosed meld parts shoe be gvl►ravhized attar fabricatiah r RETAINING CURB GUTTER (BOTH SIDES OF RAMP) GUTTER ,I5' 0. fm 6 Support bdts shoe be mtdkd rhea length of gmvg exceeds 5.0'(1- in) Subgrark is ,fir unless oftwiso rat steeper than 1:20 (5.OX). Gutter Pon slope shall not exceed 1" of depth for each 2'-0" of width. f that tends V and shoe be spared between 3.0' (0.9n) to 5.0' (1.5m) a aptk" withvas contractor 7, IMw curb openbg anew* 55' (a141a a 0*1 fount $1001 Pmisctian bar 7.0' (a 1Bn) water steps 1.0' (25mm) it da shall► be insta led Bar shall be imbedded 5 0' (1.5%) an plastic of each end Pfes SECTION A -A a P4De shat be as specified or as *acted by the City £nom r. the avh jff cut on the p1pe shalt be mode as directed by the City £nr�nar 9. Aa rank shad' conform to the cWkabk sections of the specifhcatiams a' a Q • entitkd "S'tanakrd 4wJfiaot1m4 State of Cdifamra, Dgxrfinerrt of 4 14 ear - Total of 4 Transportation , q owd cw mt salition. • e , e a 1.0' oDAIE sil o (ah5m) T)p. FILENAME: D-14REV A (25mm) • - C& STANDARD 6/2/99 MAwN 99 ♦ '' e U) (0m). Min. CATCH BASIN CFIEpCeD M. SHAW s N.T.S. TYPE A sMM Na REINFORCING AROUND PIPE APpRo+rto CRY OF BAK�g�Lp D-14 CALFORNA aTYBMW PUBLIC WORKS DEPARTMENT ri------ � -- - - - - _ _ _ _-ISee sta nabmd 4.0' dvirh9 SW -6 1 for frame and .. ....; . Corr detals The LWar portions of hcorrfhg :.. •: and outgoing sewers shag be • I + t removed and the broken edges I 1 • s.:� ;� _ i Stud/ be /Mastered Smooth with I I :,' ' - • • :, r T - Cement mortar. i 1 ,e•:. s41 ...i 1 -r-- _--------------- 11-_j4. _ 4.0' Dia C' j _ (tan) TOP WE Note: PC slab not to be •' I poured unto paving is h place; I . •`r I 567' MANHOLE SECTION 26.25' 25.25' 1.5' b- 075& w See Detarlr 'A' 2.0' do pear Ope►hng o ,32.5' SECTION A -A 1.0 pattern letters, a 125' 1.5' self higlh sial kg blind pdr 2.0" pattern hole /etters, a 125' A hA SEWER Notch lid to find pick hole See note 11. Lo' pattern 1. D pattern lett 0.125' lettar;�, am ' hig i Location far high MANHOLE country of algin NOTES• 1. AN frDmes and corer's shat be tested for acct rw of fit and shad► be morlked in sets prior to ddimy. 2. The seats of frames and beaming faces of the covers shay be machined for a smooth non-rodrhg R between the two castings 3. Casti7 S shalt/ be ffww lbly denied and dipped twice in a Brack-af}1ing, )let-Wacak a*91 C compound to provide a protective Coating. 4. AN frames and cows shall be gray cast iron, free from Mpg aodtrg holes, swaft and cola -shot and shah have a wankmadke finish. Hooray loadhg should be 16 20-44. 5 Casting shall conform to the pronseons of the sped&otkns far gray-foh costkVg send designation ASTAh. A-48 (latest renw), pons No. JOR 6 the name of the manufacturing compmy std/ be on the underside of the covw.. 7. Manhole frame sha# we* not less than 120 /bs nor more than 250 Abs. the corer shall weiglh not less than 1210 fba nor more than 200 Abs`. APPRorm 8 Manhole cows shall have a serf aFahhg blind pick hole undoes odierrase approved by the City Engineer. SECTION NO TES.' 1. A# work shat/ conform to the gvpfncalb/e sections of the Wectfrcatrons entitled 'Standard Speafi dk nsy State of Cafe w* Department of Trmslpa tatim approved current edGtian 2 Mortar strap consist of one part Portland Cement and two parts of dean, wdl graded sand Poe Diameter 3. Jobts shaA► be flea) with mortar and neatly cleaned Yates or wiled on aside of p*w 4. Pre cast rlefhforced manhole sections stball be constructed in occordti nce with tie pronsrons of ASTM C-474 currel►it eakka 5 Eccentric $late $hound be mlallled in ire upstream *ectim of the matin Arne whenever possible or as dlrlected by the City Ei*ew.. 6. A# transitions between pile inverts shad be a smooth waltped W*m 7. A9 sewer manholes for sewsr /fres lamer than 18' in diameter, slW be /fled with 'T -Lock' or approred eqd FILENAME- SIM-4REV I 1.0' 10.5' 0.75' 0.625' Jog 10' 1 a�ra 5' Ir SECTION B -B 0.5' note tL 1.0" Dh center hole i POM a1250 high CLEANOUT Mochined Surfaces 10.5'-'' N I Taper Cover Frame DETAIL "A " 9. the 2.0' pattern letters on the manhole covers sha# have one of the fagowng des�wthiarhs: DRAW or SEWER la AssernWy shall be desOW for highway loa*j of HS 20-44. 11. 20'x 1.0' diamond mat a 125' dwv F11.1 AME: SW�6REV Gutter not shown A 75 RAISED ISLAND x Max SIDEWALK I. p I NC I t 00> SEENOTE 3 I *X . SEE NOTE 9 3 LL ;Q FRONT Max 4 EDGE SEE NOTE 3 -"-DETECTABLE SIDEWALK RAISED in DETECTABLE WARNING SURFACE, SEE NOTE 2 FRONRIX,EDGE imaxr3 8cI B SEE NOTE 2 IF PROVIDED 4X at _-fll! OFFRONT AT CURB CASE A A? .j4 1.Tix .r,Q SIDEWALK x LI I c SEE NOTE 9 FRONT SID OF 9.ox � TrEcr RETAINING CURB D RETAINING CURB IF i�+ aourrrTsN i C` IF NECESSARY AT NECESSARY AT EDGE 0.45" Min AND 0.47" Mex EDGE OF SIDEWALK _ Min 4D � OF SIDEIIAL TOP Ml n 0.9" Min 0.921, Maxx EOISTEREo ¢IVIL ENO f+�°"'urr� 4MalSIDEWALKBASE Dio ,c x.clnr + Max N t sx I N July 3, 2015 G1196T Del , SIDEWALK _ c PLANS APPROVAL DATE Vila ( RAISED ISLAND SLOPE PASSAGEWAY Max x I. p 3 M eM'� ex t 00> SEENOTE 3 zU a� . �, 3 LL ;Q TRUNCATED DOME Max 4 SEE NOTE 3 -"-DETECTABLE BCR RAISED TO ACCOMPANY PLANS DATED DETECTABLE WARNING SURFACE, SEE NOTE 2 FRONRIX,EDGE W B SEE NOTE 2 IF PROVIDED 4X at _-fll! OFFRONT EDGE C SEE NOTE 9 RAMP Lo SIDEWALK OF SIDEWALK NOTES: ISLAND 9.0X Max A A 1. As site conditions dictate, Case A through Case G curb r T,3 may be used for corner Installations elmllar to those shown In Detail A and N AT CURB "`t",1 txi �TE 9 X MoAT C Detail B. The case of curb ramps used Tn Detail A do not have to TO DRAIN 1.5% Max 1.5X SIDEWALK 1- X SIDEWALK be the some. Cape A throegh Cass G curb romps oleo may be used at block locations, as site conditions dictate. 0 CASE 8 I' c cy I FRONT EDGE 1 i ax ( mid Q ' x v [OF SIDEWALK ;r 9.0X Max AT 2. If distance from curb to back of sl walk is too short to accommodate ramp and 4'-2" platform (landing) as shown in Case A, LLQ z sSURFae z CURB the aldewalk may be depressed longitudinally as in Case B, or C or �"�;\ >1 �-- U) M F` z 0 FRONT may be widened as in Cave D. M �' z 8° TYP Typ SIDEWALK 3. When romp is located in center of curb return, crosswalk 0 cc: U 0I M - -� configuration must be similar +o that shown for Detail B. ..� - x SIDEWALK I � c I RETAINING s URB(BOTH 4. As alto conditions dictate the retaining curb side and the flared the Cape G ramp pall be constructed in reversed position. co r11 06 I I W RAMP) OF i- side of Q 9.O%CMax 5. If located on a curve, the sides of the ramp need not be parallel, AT CURB but the minimum width of the ramp shall be 4'-2". 9.0% Max 4'-Z' Min RETAINING 4'-2" Min SEE NOTE 9 AT CURB SEE NOTE 9 CURB - G. Side elope of rasp flares vany uniformly from a maximum of 9.QX at curb to conform with longitudinal sidewalk slope adjacent to top of (rp 1V the romp, except in Case -C and Case F. FRONT PLANTING EDGE OF CASE F CASE G T. Transitions from ramps and landing to walks, gutters or streets flush (no IiP) and free of abrupt changes. AREA SIDEWALK See Note 4 �' shall be Q r RETAINING CURB GUTTER (BOTH SIDES OF RAMP) GUTTER S. Counter elapse of adjoining gutters and road surfaces immediately beFLO I TOP OF RAMP 4'-2" Mt adjacent to and within 24 inches of the curb ramp a►hoII not ,fir - ' ROUNDED SEE NOTE 9 n 8. SEE NOTE 8 t�-_----'-- steeper than 1:20 (5.OX). Gutter Pon slope shall not exceed 1" of depth for each 2'-0" of width. f that tends V 1.5X Max 9. Curb ramps shall have a detectable worn ng aur �e ex n T+yp 7.5% Max the fu I I width and 3'-0" depth of the ramp A 4'-O" wide detectobi e SASE D CASE E SECTION A -A warnjng surface may be used on a 4'-Z wide curb ramp. Detectable Warning Surfaces shall conform to the requirements to the Standard Specifications. r THERE A FLARED SIDE OCCURS FLpyIRj,E RETAINING CURB �� �� " IF NECESSARY 10. Sidewalk and ramp thickness, T ,stroll be !l minimum. Z PROVIDE 2'-0" Min OF CURB TOP OF RAMP 0 n 11. Utility pull boxes, monholea, vaults and all other utility facilities within the boundaries of the curb ram will be relocated or 4J - o ROUNDED a �I- - - - - - - - - - adjusted to grade by the omen prior o, or 1n conjunction with, M W curb ramp construction. co y e 7.5% Max 1.5X Max 12. Detectable warning surface may have to be cut to allow removal ofMU o NOTE 8 utility cover* whTle maintaining -full detectable warning width c SECTION B- B and depth. a Depress entire sidewaik as required I SIDEWALK rc $ $ $ a RETAINING CURB un GUTTER IF NECESSARY 2.3" Min AND 2.4" Max./111000 ' 4h 11iO a,. FLOM►LINE - - - CENTER TO CENTER -1----------- SPACING $ 0 0 1.5x ►-� RAISED TRUNCATED DOME PATTERN (18 -LINE) SIDEWALK ' NOTE a DETECTABLE WAi��G SURFACE SECTION C_C See Note 9 WHERE A FLARED h- LIMIT OF PAY SIDE OCCURS CROSSWALK IF PROVIDED '- DEPARTMENT OF TRANSPORTATION PROVIDE 2'-0" ROUNDED CROSSWALK IF PROVIDED Min OF CURB -, - - - - - ------ � CURB RAMP DETAIL S FI DETAIL DETAIL 8 � NO SCALE p ���p SEE RSP A88A DATED JULY 3 2015 SUPERSEDES RSP A88A DATED MARCH 21 2014 AND TYPICAL TWO -RAMP TYPICAL ONE-RAME NOTE 8 RSP ABBA DATED JULY 1h 2013 AND STANDARD PLAN A88A DATED MAY H, 2011 - CORNER INS1ALAI10 CORNER INSTALLATION RETROFIT PAY LIMITS PACE 121 aP THE STANDARD PLANS BOOK DATED 2010. Sae Note 1 Sea Notes 1 and 3 Existing curb and sidewaik REVISED STANDARD PLAN RSP A 8 8 A Gutter not shown IF NECESSARY, CONSTRUCT RETAINING CURB AT EDGE OF SIDEWALK �� =J0• ICURB RAMP SEE NOTE f Y 0 DETECTABLE WARNING SURFACE SEE NOTE 2 - ivir- SEE NOTE 3 -� 49 Cr SIDEWALK SEE NOTE 3 . e0 lop AW CURSEENOTEf TYPE B PASSAGEWAY RETAINING CURB GUTTER IF NECESSARY FLOWLINE -------- --, -I- i_T_ 1.5% Max SEE NOTE 7 SECTION A -A 4 W CURB RAMP SEE NOTE s W 2 RAISED ISLAND SLOPE PASSAGEWAY o IF CROSSWALK I. 6�y V v 3 PROVIDED t 00> SEENOTE 3 zU a� 1.5% Max Ch c.m LL ;Q K1 Max 4 SEE NOTE 3 -"-DETECTABLE BCR DETECTABLE WARNING SURFACE, SEE NOTE 2 CROSSWALK W B SEE NOTE 2 IF PROVIDED 4X at _-fll! A CASE CM CURB RAMP Lo t- ISLAND Min s' /;RAISED SLOPE PASSAGEWAY Fa" � 'T TO DRAIN 1.5% Max ICURB RAMP SEE NOTE f Y 0 DETECTABLE WARNING SURFACE SEE NOTE 2 - ivir- SEE NOTE 3 -� 49 Cr SIDEWALK SEE NOTE 3 . e0 lop AW CURSEENOTEf TYPE B PASSAGEWAY RETAINING CURB GUTTER IF NECESSARY FLOWLINE -------- --, -I- i_T_ 1.5% Max SEE NOTE 7 SECTION A -A 4 W CURB RAMP SEE NOTE s W 2 .�- CURB RAMP SEE NOTE `y SEE NOTE 3 4 c �*� B SEE NOTE d SLOE PASSAGEWAY TO DRAIN 1.5II Ma 0 w CURB RAMP, SEE NOTE � fff TYPE C PASSAGEWAY f CLEAR PASSAGEWAY L 4'-2"! " "FACE OF > n Typ RAISED ISLAND T_ 7 RETAINING CURB SECTION B -B 4 STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION CURB RAMP AND ISLAND PASSAGEWAY DETAILS NO SCALE RSP ABU DATED JULY 3 2015 SEDES RSP214 RSP ANB DATED JULY 14 20113SAND STANDARD PLANBA868 DATED MAYDATED MARCHtI10 ,201 1 PAGE 122 THE STANDARD PLANS BOOK DATED 2010. RAISED ISLAND SLOPE PASSAGEWAY o TO DRAIN 1.5% Max @ 6�y V v 3 CiF1 t 00> SEENOTE 3 zU a� CURB RAMP Ch c.m t ;Q SEE NOTE 4 SEE NOTE 3 -"-DETECTABLE WARNING SURFACE, W B SEE NOTE 2 4X at _-fll! Q Lo t- 0 Min s' O Fa" � 'T J RAISED ISLAND LU TYPE A PASSAGEWAY RAISED ISLAND 4� LL n11 SEE NOTE 3 DETECTABLE WARNING LLQ z sSURFae z e Q _ >1 .�- CURB RAMP SEE NOTE `y SEE NOTE 3 4 c �*� B SEE NOTE d SLOE PASSAGEWAY TO DRAIN 1.5II Ma 0 w CURB RAMP, SEE NOTE � fff TYPE C PASSAGEWAY f CLEAR PASSAGEWAY L 4'-2"! 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