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HomeMy WebLinkAbout624 a\ TjS 1_ 1 I ENR.�L /V�7TE� 1 G ! I 1 W 2 ; I ; v ; 1 I - i 7 1 i O l / 5 J s� A�tr E oa /�/ i' /i�0 RK L NE D NCL H� T u� . ac7 HA C i A W P`L S h/ A L /Yo S L d0 'NAC A N d , L E �' a /. e d I t i v � I ! . v t ,V V F /ON . T T D D C T OUN S A AR S P A S NA /N N AND S / , ! ER RO O C Y EC/ tii 8 i / k i a d d , h .B i I ! 3 1 �•� , 3 6 5f O 4 i v \ t •{. • { �!f iI ! �at4}ii :°+l0:i u vvK yVv: MU ^.��: va\ho?: hK�tiii { i i i �r i �Ci 1, u�OV to�C y � �O\t i �♦1 i r 0 � r Cii � d 4 d d a �C ` 2 BENCH MARK D.AA CH/Z o NO RTHEA ST COR NER CUL. .YERT HEAD.WALL JV O RTf` EST on cb 4 HAVENAEELE�AT/ON� /430488 CSB . B-Zl6 Al S STREET MARKERS PER SANBERNARD/NO CoUNT Y STDNO303 9N0 803A 5 /AL L $ E V CCORNER /9�STAND West 14�j 4j d/ d/4 ti d/ /Q : . CONSTR11CTEO AT EACH NERSEC JON.\ �n/ti , g• 4 COMPACT/ON TESTS OF ANI('ENT CONSrR'VCt/ON MtAleH BACkF/LL COMPAC rIA/ G� � b ' N n1 `h � � ►• `0 t t � n a0 , c4 v Uj ,� , O � _1 EMB � N V O O `t N R/G/NAL ROUND AND UB- RADE SHALL BE PERFORMED AT NO COST TO h D G , A ALL S G S ff •* � ' 41 � y Q � �• � O Ih + _ /. � 41 ✓ �X/5T. 7�P ./'VG'S C Rh I N atj O Z�,O V �+►� N ^ y tp OO tri N n ap °�0 4� ,/ SAN BERNARD/NO COUNTY A M'R/TTEN REPORT /�V/Ti`! THESE CQMPACT/AN TESTS SHALL O i O O b Q { V \ eE SUBMITTED TO THE CONTRACTORS ADMIN/S7-RAT/ON DIVISION OF THE COUNTY :S , s { . OF BASE MATER/AL S MIO ROAD ARTMENT FORAPPRORAL PR/OR TPL CE ENT�PQSTeaA$IOC A . ANDR SURFACING. _. 3 Ira N s o t , { 1 • � { l � O 5 � 4j I o U i { GO 2• T RUC T D D L A SH L tY . pp _G W ERS ER AN GAS MA/NS �9N AER LS .9L BEC STiQU ED h � '\0 6. r4 A EIN 4N TAN °� t0� TO Cf/ /N /1//L7 AL LOT PRIOR TO PAtIING. EX 1:0, ' i 7. AT THE COMPLETION OF PW/NG, A MATER/,9LS REPORT SHALL BE SUBM d /TTE ap btill �o O Q \ O F / O T A DEPT. /5T N ar�,A Q d � TO THE C NTRACTS ENG/NEER O SAN BERNARla NO C UN Y RO D L / G ' Ex/0 ALL TESTS OR OETEfzM/NAT/ONS CGv►�IPL E TEO TO YER/Fy -VALUE S EVE ANAL YS/S AND SAND EOU/YAL ENT OA' AGGREGATE $.9SES. I `b+ EXist`�` 3 ,\ti 1420 /4OO a CoO +-�} h y„ , STAB/L I TY,O/L CONTENT AND S/EvE ANAL y,5/S OF ,QSP,i/,4L 7- A SURF,9ClNG. - b) 4 d !F ASPNAGT�NC1gETE /S re 45 I-L4CE0 O/RECTLy ON ZPUBGRAaE, A SOIL 5. N i EO E.P E .C: AND S ! l Z Sj/R/LENT iQ�G/ 'TER By THE A. f�4 SIS UNO,ER A P�-c. t/AGL ni L! O /NL f�PL/ AT HE U C U ERS oE0 E FbR NE (� qo EX/Sf GSE NIF R y A T MAN FA T R RL=�.GIN/C1�N ItAT T I ! O n . l { ' FULL. /"AVE N WIb H PR/0/t 0 /'SAVING• �. A?� T T T /o { i iP W . 1 O { { 1 1 i n ! r i C 0 I N L I Q r T A yY W I N ?• i •O . C / / PIS E �'PF 1 5 N ✓ !z 9. 3 AT BA � i o GRA 7� J1/ • . 4 .n PEaP 5r� v. 206 1 V '> fP' N i i n h •s i � ' v o cb. I i , ,lp F.S. , � 1 5 ' E Y ►� �\ N , .3 m 1 A , 2 b V o ��- d• 3 G 14,26 { 0� 1 � /400 r / � e 5 � Z!• o I (� � Cod a Q � o a y 0 Q East � 9 9 f h 0 i f f n E t 1 { 1 1 �P � � cu�ee as r• c � uie� T �3 T v , T P ��T c �. a � a , l IN a'OIjo G.Af. /�A !� A/Y' T t I 0 la ° I 1 A O I r w 1 M I I W l { i { r' 2• � / / v i SeAl Q Z. S E ? A , H i 0 - 7�P C'tlJ4b E4 T E / 4 { 0 ! Y b RJ URE EA C`[/RB i f T P T S"T I i 3 ; i { ; I 1 1 P /� L E , I � C I 1 1 I : 7 i t I D' ; HO 4 R 1 1 i t /Z• ; R T E 4 i V v r w 4 1 10 PL A N SCA L E CONSTRUCTION NO TES Curb Rtn• Dots See Sheet Z Curb Rtn. Data Curb R`t/7 Data Curb Rtrt. Data / -`0 iL -Const O?O'sf.C. Pvv't Per Genera/ Note *5 LIQ 90' c V�.c � 6 I 6= 9o° d = 94'34'//" Q = 94 43 05 2�-Const: P-C.C. Curb 0/? R- 20' wj , ,e- as I S • 14=ZO R. 20' See Sheet 2 R= 20' d-Const P. C.C, Curb �` Gutter Per Std. 0//5 N�NETEE�vTi�! 3rRE a' ie , L= 31.42 V 1" L=31.42 L- 33.01 25 25 5' L= 33.06' a Imo, 4• T=20' T- 2�•��/ � -T- 21.72' 4 Const. P. C.C. Curb `Gutter Per Std. #`//6 ie' 1 � - I �-Const. PCC. Sio'ewa/k Per Std. ' /096 J � o U I Curb Rtn. D ata Falb Rf'?. Data s X � J � �•��' 4 4 ` e ,� ° N Q--Const /1/hee/ Chair Ramp Per Std4e-110 1 I 1 I /o SO Iasb pt 0 d = 90i� 34- d= 8 9 4-3 2G 7�Const P-C,C. Cro ss Gutter Per Std *//9 �Q h R = 2,p' R'- 20' ! •, Q--/nsta// Barricade frcXn 5`!a. Io t2z✓t 6.23 s /: %by / N q' I Curve Data L= 3/.S/� c L = 31.32. � J GALA AVE. 9 Ad'ust SAiI N To Grade W w 3 I W I I 4=5-0 08`48" T= 20./0 v T. /9.90 29 U H W A R=470' L=4-Z.ZZ' See Sheet 2 L110 Rli I OD o Cl W r W � I �,�1L G=6�/D'O¢" I tg, 1 D t HAMILTaiv � a z I Q �o E93 T7'1 �I.4 M 0 ZIWIT/T/ES S 7 � Z W Q,� . � W V W Cb.R=4S2''L=51.89' _ �j � V F �'Q a h • ��. , 0 ' J U• U a o -�.fs. �E,� 5 /va?oma, .Y 4' SF A.C. /�avrmenf , 41C, I Oc 0 s W U t lsZ Q(l & h -1Z8"�cc. cz/rb 'P/8"differ- ' j l9 q q � S. L.F 6 I-C..C. Cclrb qr/8 Gaffer" Y r a, F- W � >Z � �:.;.._, ' 3 /7 • �� Z b� /6 INSTAL 1S /4 � � J I W h � .c /3 f: 4• /92 c..R enc.c. Curb On/y W , Oa 10 ! 1 N Q " \\ F,rzEE F 47W N h- 5 /529 so �sEE = N O O a. 83ro0 /.'C.C. Z;)-wy. App. l9 l9 0 O'.4 f'POF/L sr * ,erg0\ �1 7 /o//7 .�F /-cc. Sidetva//s 2 �, Q / - 6 b� •r h B• 5 EA• AQI!/sf S•M•H to G/•aq� >2. 1 b1k gr 4t.22 2Soo I 5 ✓ '71.00 6"0.40 �• 2 S'8.70 1� SCALE /"&Z00' og a�t 7 p1 y _ 6 - - - -- - --- �' I E.4• Re%cafe Barrieaa� W 6- ,��� - - - X/ST. /MOROI�EMENrs , / FA. Par, `vat, /7rairl h 2 ° o to�0 �'h qt °4 ��"�1ti 7 tea �°� \9. o tia ° S�Fz S o o �. �a _ �y o \� ` /gyp' PER TRACT N s/21 /7 / PA- Gatch 8asir7 72.p 9 1 0 p 9 e� fs `� O�ZB.EO _. _-•- - -REMOVE .a�RiCXL' /3. /OG C.F. 28'X IO"G.�N PA. SEE'SHEET 2 w 3 0.�t� AVENUE ; Q47) MYWII-a,. 0 srq. /4»f Mare: t s. eaad 17cwt. Aporovw of ff/cse ,a/arrs V SO 4 3 . 5 69.,$/ 8$0 63.15 72.00 72.00 72.00 72.00 hb�Ly �T V q 3 '` t t_ MoM MVAT� EN�rHt`GR To 0 Contractor agrees that he shall assume sole and complete responsibility for job s0' ��` �• ANDREASEN ENG/NEER/NG CO. site conditions during the course of construction of this Project, including safety of all INDEX /YI/9P 3 Z / /2 580 N. 'ARK ArENUE persons and property; that this requirement shall apply continuously and not be lim- ited to normal working hours; and that the Contractor shall defend, indemnify and Curve Data POMONA, CAG/F. 9/748 0714)6Z3-/595 hold the Owner and the Engineer harmless from any and all liability, real or alleged, ' _ o � in connection with the performance of work on this Project excepti fo �bifiyp� p. 0 p /527 ?� /��/Z-�G arisingfrom the sole negligence of the O��ner or the Engineer.L/NE IP= 5 C3' L=/34.88 T=6?.85'' _ __ 1. 1 .0p _. R•��. : ... _. 'o -.o% SLOPE%s /._ E.Cb.R = .S/8 L= /39,73' 30 / e- ,o,,.;,_._ FIELD BOOK REF. R = 530' L= /42.97' - couHTY of SAN eERNAROINo TRACT NO. 9345 s 3 /D 5 ooErl �reurrueaL ��-r/o.Sr_ a R O A D DEPARTMENT ROA; N0 3 DESIGNED Q, ok„FR BY _nECF(L" ®, APPROVED BY STREET IMPROVEMENT PLAN TYPicAc sEcr�an/ CAPTILLA AVENUE FILE Na. CART/LLA AVENUE SURkITTEO f)T / ,� `COE ASST COUNTYENGR-ROADS DATE ^'_ R t C 01/►�E N D E D/A P ' �Ir!► � r►�i� �. _ t: REVISIONS Ili' F� UAI E ASST ROAD toy 1.x-17 I , EVIS � F�: LWE COUNTY ENGINEER DATE SHEET Ot I r b,w-m-r,, tM fl'i'r 31*JSY1 VS4fY FlfD IN R'6'd ' Q?SOO n / 8a /5 o curb Li39 r on cb./e a/B d/B I`lo N fi/O 2 f 4+ v B k 0 O Om � . Z M `NECOR. CUL ER7Bd V `t N ti f t �i �.i z `LiSB I ti ` TN8l r on cb! 32 HA EIV , N LEY. /4.30.d8 '0 4i 41: �o E 8 Al a a y on cb. �.; M m on cb. v E I4 /4 914 /4 O ) 3 � V �h V ni v f gN i W Ci t� 'ti �r.p „ •O o '1 amo � O O O ^ti*� ap �i d 31.,d 2 d d4 d4 5 61 d aa 141Q - F •� Q i \ N W \vm . v op th o .: nQ40 41 O �. �- 1 t t M a� �o ao 0 m �r o 1� N th / • t TDP OJCTH C i t jtzd -1420 �O 1410 - 2.CPO fU77/iCE TDP/VC7/'STH CUR,d -� 2 e OlJ" k ,yam/ Mia KURT ClJRB V I MP AVA7H CL/R� Z. • I O �: 1: •h1 !} t ti z n 5 4 V'.C. O N �h O I x1 Qi O V t 1 a v h h t \ m , 0 �y 0 h �2 �Z Q 405 ti v ti �I O y. - EXQ /Sf r. .� .(TN o ' O O O W I ti a C M N ^ O 61 . b \ ao O\ O\ o \ tV ti � °o FX St•� I "S V h O 4 °O Q / �, ,� �. v^ h h 8 ./4 on curb �Q 2� X/St 42� / v O �9 4 O O d a a d /.G�je 1 ' / 14/0 1410 /8 /B /B /e 39.90 : coax - op : . . o _ 1400 _ F FVTUR 5 FS /100v 84.14 &/7 cb. /20/ on cb. F.S. �C f. 5. d B c e d B a B 39.9d F. 5.••�� O 7 .79 0 2b. / / / / 4 n ` '� on cb. 2pi N �' S. 7.aw eS�4. wvc. �a V . �? ^ y'N s S.35 . TAN GR 1.42 VI / 0 'd• h o m a0 t 3 cQ a a - ) � 1 Q; l' 3151 52. 30 �S •o Qi ,� v a e a4a 6.7017x1 N.GR. 4 rc{ N v^� p Qi /4 /4 / /4 U J14 e d 1� h ,o ` W on eb. f �14 Ci /4 /4 414 /4 h QO : v �i V 33.0/ O N O •� O 4 O ` N '1 ti V G h? co O ^ O 1 d d d e �1�011117 4i Z} tQ �i /4 /4 /4 /4 �i 1 t bio 4 F tq f7 ti D CID OUf 142 .,, oe% ^ o m qu G1 131 1420 1-4/0 `�q o o �. �, N /4!O _ _ t 1406 �-- �aei mP �v cur«J VP J�D11T/°1 CL/Jtd ;vp W[/TH CZ/XZ Z 2. �'V `x.73% 7 � Z 4 7 _ 3 - li � . 3 a l 0¢V G i f OR "= O' H /Z / 4 V T= 4" ER f � � � • . _ . PIA LE N SCA Curve Data Curb Rtn.Dara /~=40• Curve Data Curb Rtn. Data Curb RtI7. Data d= 36°52'/2" d=94°43'OS" • d= 36°52'l2" d= 9D° e= 89'43'26" See Sheet �R=55'' L=35.39' R2o' ' ' R. 201 See R= 20' Cb. R=e2' L=39.90' L=33.06' See She j Gb R=CO2' L-=,3.9.90, 32 Q�G L = 3/.42' sheel`j L= 3/.3Z' U T= 2/.72' U r = 2o' G 04 /I / I T= 19.90 W 4C G U cd 33 d- V / '` W 2 Q¢ U W V U W 48 S? 13.82 0 N 3, v� 0 3O 29 f\ 0 I/ 3 ^ N j 2i0 /O 0� . qj 20 19 O 18 W �! `-Ak 5 h� Q 0 04 / Ice 3 SIDEWALK k' (NiM N ^ Q `��57 S.DO A o Z}, r FASEJ11ENT x.71 x /7 N. q _ 4 98- _ �57.2J I -4It) ' > 2 2 c• N 5 ,� 4 - 3'SIDEWALK / _ - y� V Q CASEM ENT u9 ,39 - - �.lo _��g�_ z4.as� 0_ 0 � t � 0 3� ��-, ��� •� � � p, -,, � W, , q4.t3 _ f �g �j \R --�-_ 0 0 $ HOLL If i / \,�� g 1�p CroW71 �� �P' •h V' 1n ip 9' \oee Q o � f , o� �� ti1 �o_� o o �► REET ia�>> O H Q�. s„ og 0�0 p _ h I H A M I LT ,> z�`�� p � ;� \ MIGNONETTE �'�� tiSrRE. `�1 y o r �R� - 49 98 ILL 1, �tioh 23 0��1\ N pb ET 01 1 py 3\ ZIs I`�2 2 0� 4 o� �,�houq `k _2(,a inti _1-.J /X35 39 - - - �i-oo- - -rss.io - - J8.9i 3Z.pg- __ :d o�0 3$ 48.52 13.82 � � 37 � ¢ � N 11 38 f 9 � � U 6 DO Ct O •h `�`23--- ��$ ° O 82.63 ��s \h. I F- `� --, p d 5 IS '` Gi Q O 3 V1�4 36 0 Vic t U 4 `� 24 � 2 25 '0 27 28 I 0 / /4 N �` N �; h Q Curve Data Curve Data W /8 /8 O► C J d= 253°44`24" L1= 36°52' l 2" 4• �B' Curb Rtn. Data. 4` 4" Q AR=45' L=/99.29 it R= 55' L= 35.39' d = 90 /6 34 ' �' �, /S' /5 Curve Dara Cul v'� I)�t2! Curvc3 Iaat3 ,8. 3o Cb R=38' L=168.2-9 Cb.R=rot' L--39.90, R= 20` p d= 253°44'24" A= 36.52'12" d= 10'37'35-" �e♦ L= 3/.S/' *R=45' L=/99.29' IVR=55' L=35.39' �/tPR= 325' L=60.28' rr. 4 ' Curve Data See sh T= 20.10' See Sheet / Cb-R=38' L=/68.29' Cb.R=62' L=39.90' N.Cb.R=318' L= 58. 98' 1 CONSTRUCT/ON NOTES R= 300' L=575.64' T--27.9-0 � A�Consf O?OA.C. Avm)4 Per Genera/ Nofe#5 N,f�'R=325 L=8 .20 Curb Rt/7 Data S.Cb.R=282' L= 52.30' See s �--Const P. C.C. Curb On/y JV Cb R=3 l8' L=84.34' �1= 900 3.f*R=275'' L=5/.00' Shee f� 3a--Const P. C.C. Curb I` Gutter Per Std. �'//5 At )F=300' L=79.57' T--40.02' R=20' 4 QRpFESSrpNq ¢ Const P. C.C, Curb �` Gutter Per Std #//6 �o / Curb Rtrt. Data �- s.Cb.R=282' 4= 74.77-9' Z-=31,42" �� EI A. F'L ° ' 5 Const. RCC SldeWa/k Per Std. */09 b S.fe R= 275' �72.94' 7- 20' R= 20' sa---Const. Rlhee/ Chair RarnO Per Std. *//O No. y X70 L= 33.0/' 7a-.Const P. C.C. Cross Gutter Per Std. #-#,9 30' 30 8713 T= 21.66 8)--/nsta// Barricade Per Std. #305 e .305a 1B' B' /Z' 25 25� ' Exp-� usf S M.H. T r 5' 4 6,5' 1-2.5 6.5` 4' /5' Esm t. /8' /B' 7' Esm t. Jr 6-30-93 0 ® eoNs''Uz't Uno`ers ore wa/k�rtrf�-' r � !V 1 p ` ptr� U� o � " /3' -� Q 6.5 /2.5 5.g 5S /2.5 6.5 4 � � F or CA�1E0 Leve/ L/ne Slope Y4 / 0.a o.a p�3 I6' / „ /� . 5/o a 4 :1' Leve/ LJne Slope /4 f COUNTY F N- _ _ X 0 h, ...: 6c� 3.0% r 6c/•d ANDREASEN ENG/NEER/NG CO. ► gyp E3C�OK REF. COU C S� OFRNARDING .. TRACT NO 9345 a b 580 N. PARK AVE. p C:J�EO 5rez1cTUQAL__SECT/O/Y s-77 n i ADDED !/ DERS/DEW.4LK ORA/_ --- _. R O A V DEPARTMENT ROAD �. - POMONA CAL JF. 9/768 (71-4)603-/595 .r W1,4Cy _ff`� t'� z1-to STREET IMPROVEMENT PLAN . ® t Associ.4rEs PM !1479 ! _ - ' TYPICAL SECTIO �E a, �R� �Y �E�K�. $, APPROVED eY TYPICAL S�'CTION - k, HAM/LTO/V STiQEET F I E ry 0 HAM IL TON STREET � > MIGNONETTE STREET SUBMITTED !Y�►� C 0 E AS COUNTY E NGR-ROADS DATE MIG/YO/VETTE sT.eEET . No 62_. _ HOLLY STREET R.C.E. 8205 RECOVhtEkpED /APDkOVE[ 8�" //-/2.7� t• ia•�'i _ HOLLY STREET SHE KIRK REVISIONS APPA DATE ASST ROAG (-Iwv �5 00,EP- GR DATE ET COUNTY DALE �� OATS