Loading...
HomeMy WebLinkAbout589 1 • � f : + I t i �- F , i i __T- � t _ � - --�--r _-�__----_-T.. __---T_ �--_�-f _ i T ! r l- H )qjK 216 �BENC MA N° .8 f ; x ' I I yy � CH/Z "N.E. COR. C'UL VF�T H W t t I 1 t t 1 I f i ( # NW C R /, )VA 11,6N c►v cu�e�3 _Ale le ( , I i a9a 9'e + j t i , , 8 , r � / �C• + i � + �CENERA' L dTES: .r , • , t { n � • yy I + t I i 1. All work shall be done in accordance with Hese lana a> the San Bernardino I i I P C.bunty Standards and Specifications. } I } ' t! _ {{1 �} ,Ft � !I ri i1 I t1 CCk N �. a0 f.° i # � f + ` I �: 1 •x/.32} t� , O Northeast corner Culver t Headwall, Northwest corner 19th St. # 2. Hench Mark Data: Chiz. and Haven Ave. ELEVA"IORs 1430.888 C.S.B.M. H-216. 3. Street markers (`, A V ,la t ! per San Bernardino County Std. No. 303 and 303-A shall be constructed at each a t s r + F to _ ^ C l t � I } n ti 1 3 i I 4.� '� intersection. 4 t { [ I I t 4• _ ___ All pipelines or substructures of a kind and telephone or we a 1 z t l. r les water N. any P Po . meter , valves, drants, etc., Shown or not shown on these plans within : � � - t ' I ' I • ' R t r � � t P its of is subdivision or in _1- hydrants, thin the limits f 1 } X00 V j P ti{ + : --, adjacent areas where in rovement work is to be done shall be removed or relocated as required } 5 ' i f I at no expense to the San Bernardino County Road Department. /D 1 104/e V N 5. Compaction tests of embankment construction, trench backfill, Co actin- original ground, and , I NORTH CU�.B mP rnP 9 9 � ► all sub-grades - shall be performed at no cost to San Bernardino County. A written report with _+ f +.� these compaction tests shall be submitted to the Contracts Administration Division of the County Road Department for approval, prior to placement of base materials and/or surfacing. i+ r (� + 6 . The responsibility of adjusting manhole covers, paving repair, paving replacement in c�, ' ?2D% ? j t connection with subdivision sewer and water line installations , vim . su t k 1 1 k ! 8 } r s f } ! a 4 i < i shall be the responsibility of i ' t } i I • � i { t V #I r, n be accomplished in compliance with Ordinance No. 815 .the owner - and shall } . i fi :. t r } -f t t .. s t _ } ...- } , i 3 i. i l i - } i • 4 - 1 - # i { - .4 t f { 1 � I _} ! � iE � � � t � �_ SIJ '1 �� � N� , '� N 1 � � I � i� I+ t .�• 7. When curb depressions are provided for driveways, complete driveway coastruction will be required in accordance with County Road Dept Std. Dwg No. 128 and re: a ed specifications.ns# : _ ���*e��� :w/. the rrl1TVS .O/� b�Yl1/9� r 7 l.Awi t t r i rr u--mate ; . �4a�e s• } 4, 4 + '�W V l ; + n t r l' 91 s - , n f , , , r , i. - 11 - � ePa and e, a-1-�at}en-� re=gal ��}l-1 be---•�v�-���ten all-�-�z - 4i !� � f � ;; �•tment €e�• �eTi�ft� fi ' 1 mtsan t i or r i i t ements have been met. g t 9. A permit will be required from the San Bernardino ! t ► ! ? ! i i ! County Road Dept. Prior to any encroach- sent or construction wsthin the Road Departments easements or rights of way. i 1 , dti, tCt/ �- /O t ' m " 1 ? f 10. Adequate stakes shall be set b the Engineer to enable ie SFS. / k 4 _ �. + t Y 9 e the Contractor to construct the work iIOD �. N m W to the lar grades. 1 I j t i # i i t •o $�8 cry cu�ee i ! P g _F '> } 11. Sub-grade stakes driven to the pavement sub-grade 0 i , t g pa elevations shall be set by the Contractor or Engineer. /39'S _j __ shall be set at all hinge, edge of pavement and crown points within U � � The stakes j i j f , 0.01 foot of sub-grade elevation and at not more than 50 foot intervals. Additional sta may be needed at warped or vertical curve areas. Sub- , grade stakes shall be in Place Prior+ r t ► i - i I f v i 'I t - + R � V � i V � � � to paving to Permit spot checking of sub- ride by inspection personnel. I t { i t 12. All water, sewer and gas mains and laterals shall be constructed o each individual , _ � t � ! _ � { + ; s � lot w t f t t } l l 1 t t 1 f ? i TAh/�R. # . _. prior to paving. i i t n i i P P ng• + i 4 v I " t t t { 13. At the completion ofpaving, mp a materials r--port shall be submit ed . , • the Contracts + � � t Engineer t , t t to 1 i i t o Of San Bernardino Count Road Dept. listing . " j y p gall tests or determinations completed to verify: " I i I s iVie/ �• O N P Y C h F .3/. �- , + � ^ � •� 1k1 V � a,- � a) R-Value, sieve analysis and sand equivalent of aggregate bases. - i 'g'4 t i r 4 �4 b) Stability, oil content and sie��e analysis of asphalt surfacing I Y P , . 114. "When Asphalt Concrete is laced 1 t i I i P p on native soil which consists of a _ockymaterial the sub- 0. _ + i ! grade shall be prepared by removing all rocks which protrude above the sub grade and all / _� a t ids or depressions shall be filled with a fine graded material of a quality better than o 727P.SOUTH CurQB t N ti N +aV 1lJ i voids " �- V $ ` j i the native material. Asoil 5ferilenf is+erect b +nc E.P. A. for use under A.G. and P.GG. ha i i �9 4 , y II be un formall + 1 t # 1 applied a+ +he msnufac+urers recomended rade ; PP for 4he ull paveme-r4 wid+h prior +o Davin j . i � l � i i i ; � __1 .� i f � � � � � i i + � i 1 l ! I : � 1 1 . �1 � � � �-.C✓R _ tj _ _. - { i � ; , t ; t. { � { � j ±- , � -E- t { ! 4 t "t - 4 .i t + I ii ., \ ✓� a ! � _ _.- - __ ._ _ ..-_-._.. .__..._. . - , i { 1 ' + { -� � i . ! _ .� + # � 1 t ` � i -! d. � 4 � r £ � O � 'I • � 1 i j � � ! i P O�IL� SCALES r HOR/Z. /#-40' VERT. - f' ,4• ' f t i i i I 1 ; • # t I I t 4 i a I { r I i i 1 • t i , , 1 i r. i_ _. , 1. _,_. - - t _. �.. � _-1_ _..� � _�_. t. 1._ _ _ _ _. {{ }} ( iI t +f t 1 _ _ -� ..__ - ... .� �_-_1 � 7 4 i _. � ._ I �. � _- -_. �- _1_._._1 rti+ ter' CONSTXUCTION NOTES PLAN SCALE !� CONST. 4"P.C.C. S/l�EWALK PEPS 57D. 0/0.99.Tyree" Curve Data /" s 4O' Curb Rtn. Data ©---CONST. WHEEL c)Y,4/R RAMP PENT 5TD. �'//o o � " o ' � � ' ® co/vsr O,fe 'A.G. .-Vv f r® d=3 6 52 12 d=B9 43 39' ESTIMA'T'E OF QUANTITIES: -A,DJUS T 5 M H. TD GRADE if R=55' L=35.39' Ci R=20' 07 CoN5T. PC.C. Cz1413 ,0GUrr,5APFR 5T0. �//G Cb.Rs62' L=39.90' 00 V Lr31.32� 1. 68, 0611 s.f. A.C. Pavement (Interior Streets) r=/9,90 2. D,G7 s.f. A.C. Pavement (Haven) 3. 884 s.f. A.C. Overlay 3 20 19 /8 /T /6 /5 ^ N I I� r ( 4. 554 l.f. A.C. Berm « ao I I S. 2,413 1.f. 8 PCC Curb i 18 Cutter PzG ' •U I 6. 943 l.f. 6" PCC Curb & 18" Gutter 7. 22 l.f. 12 PCC Curb 18 Gutter 8 . 13 1.f. 7" PCC Curb i 18" Gutter 2• 3• 0 2/ `�. I� 9. 94 1.f. Var. PCC Curb & 18" Gutter SHEET I) 10. t62 l.f. PCC Curb Only �k 5 �' I 11. 1 985 s.f. PCC Cross-Gutter HO LL�� •�, _ ,�Ir,12 04 H LL y sr, W Q 12. 5, 148 s.f. PCC Driveway Approach (39 ea. 4 J 2 Ir J 00 X100 7/40 7LOD 51.2/ I ,: 0 13. 15,095 s.f. PCC Sidewalk �! N � CNAN/VEC E,�SE�iq� 5 98 6� ;, ° ,��Z 14 . 6 ea. Adjust S.M.H. to Grade y Q GRAp� M k 15 . 4 ea. Barricade 5 Ear 'SCJ HQL Y 1 7 �v c�40/ !rll ST �ne �/3 �s � 16 . 4 ea. Type "A" Catch Basin n �i _ _ _ _ �L- _ po' a�• _ 17. 42 l.f. 24" RCP 1400D 4` rC7L°`T.dlL ~ PC`C A6LOC/C WALL g "�% ¢ hti ^ 18 . 17 l.f. 24" RCP 2000D W 22 4 t 32,00 ab ,� 01Avev �4V,5 y 7 N ° ol 9� Z:t7 Ob 19. 1,210 l.f. 6' Block Wall I h O/vG Y,J "� �� t n � ' 20. 67 l.f. 2.5' x 10 ' RCB Box • 9 9 27 _ __- -- \ I t� 21. 263 1;f. Air Blown Mortar Lined Ditch ! s6 39 _` �3Od 7100y____ ��� - �& 0 - - 22. 100 s.f. Remove A.C. Pavement 1 6� 30" Ci 5.00 0 5/.79 I Q , 23. 328 l.f. Remove A.C. Berm i 24 . 328 1.f. Remove Mortar Ditch V) 42.39 `+a t f5. i2 ca. Remove Cedar Trees /CrOR/A • �`r O ' U � I W ?l.. 557 1.f. ReMove 4" P V. . .Lt ' rn ve �l V.C. Irrlq Line 4 Itepiaa *19/4 *-Pipe fi• 985 5f. 3"A.G. ravemerti'. SH ET 2 Curve Data 7° 4 4' p PKovAt. OF TNESr= MANS 6'f SAN DI:RWAK01N0 GOUNtT'f + A =253°44'24" 24 25 26 2T 28 29 ! ' 18' 18' 1 CORD DEPARTMF-MT 9065 NOT INCL.UOF- TI.1t: AWVE G;UAWTITIM. APR-45' L= 199.29 ti 30' 30 C&R-38" L=168.29 Curve Data h r �- SEE SHEET 4 A1rON7'L ytSTi+► or h RR-55' L-3539' Curb Rfn. Data c sHEEr a j .� W W CA Rs 62' L=39.90' d=90°16'21" . . vrclNlTY � h h { R=20' INDEX MAP L=1/.52' 4 ._.. ._.- .... ,.. ,.... ....,•.r.=�t-:.....,- .� .:•-. .p,.-r ,.-.:.. ,.>.-,,,bt ._.,,.., .. ..: rECIAL NOTE FROM MIYATE EN*rNFM`T0' GXM"C M _ SCALE. /"=200' r j Jr-20./0' Contractor agrees that he shall assum sole and complete responsibility for job / site conditions during the course of constru,tion of this Project, including safety of all persons and property; that this requirement shall apply continuously and not be lim- ' 25' 5' ited to normal working hours; and that the Contractor shall defend, indemnify and - ESMr. 7' /8' /B' T• C5MT 1 hold the Owner and the Engineer harmless from any and all liability, real or alleged, - I in connection with the performance of work on this Project, exceptingfor liability 6.5' arisin from the sole negligence of the Owmer or the Engineer. - • I OAR QAMM- A? 91 0. ,�. I - r, �. -d K.C.E 8205. _ PATt TRAff/c /N,oEXSChfEDULE ANDREASEN ENGINEERING COMPANY FIELD BOOK REF. 'N. o Na L TRACT NO 9245 i CO'' y4-. / COUNTY OF SAN BERNARpiNO `•C,t °�' HOLLY sT T. I. = 5 580 N. PARK AVENUE Arw�p sr� SEcT/oN Ly ll ROAD DEPARTMENT POMONA, CALIF. (714) 623-1595 ------ ----- ----- -'- - - A40/VrE ✓r5;rA5r 7150 STREET IMPROVEMENT PLAN y � ® DESIGNEt� i1 phAV►k Of CHECKED By APPROVED 9Y � RpAp iVC). HOLLY STREET . 7 7 / ME.SA,CL4 .97 T.I. =5.5 , FILE N 0 + k/ivy 9T. 7 r..- A. TYPICAL -SECTION SUBMITTED er� cDE r ASST COUNTY DATE HOLLY T. i`�'A�/E/V AvE. T.I,=8.o R.CE 8205 -.- RECOMM[I{DEQ P kOVE[ 8Y • (�-,?/-Ili DATE to -t-76. _ MARK R"YI IONS P ASST ROAG 4MIdISSIONEk EtfGR DATE NTY NGl R TE SHEET Ot ` 4 ' /I I - tlTM1Ep IM /1'f'Y" afdS00 , ' f< 1 � � - { t I ► � � # i � i � f { i � { t _ 1 ��� T:./ y ( _.. t I �. � { 1 �. .. � - ... .. � { }_ � � � 4 ; .I #. a {. - $. _�.- i f .I. 1 1 1 # i [ ` ; t i y y i ' ' / { ;- I t 9� ata '� ° } ! It i . v�. VL. �►2T VL CH/Z ECOR. C/LY,61 T ///)Y,94 44494 • i t ; I , t i •� 1 g'2 cy2 q �Z li t t i i 1V If! COR /'9Ty ,AYeAl i I a t l 1 t I ! I 1 r _.. .. •t` _ _ _. t_ ._ _. T _ • -P . f i . , ' + 1 ! -.. i S i i i t t i f i • ' i ELEy /4-4 r C i • ty i + i i L/G _.� f./+ I � O 1. I � � { .• � i � . Q •�s -� � 1 � _--� � � � t - t � - t � � i -� i- � -{ { F l3• : i C;4XL i • _ + • ! t ; � 7 q} i � r � +�i� A KO $j I } ° ,, � I t -�• -��- y •►• N NN r; N � �C '' t% o cv �o c� r�P�tslrr vete v� ,� { i f + ,�'7►S�� '�Y. w 'h N �i� N a # { NEWTf/OZZA3 ^ a/fie JJ {{ t I r C y 1{ i- 1 i 1 � i 6 1 FL T I I N : � { I i t i - t !! 1• � i} I - t 1 I f L I f Q fj 1 UG• t ]){ • -t � t � $ t 1 r• � -� 7 ,- { r -{' -1 l f � ! 4 - � t 1 # f V t i if I 4 E .' { • _a - ' }{+ ri " 1yt __t 1 1 _ _ _1 - . .1 i _ _ V I $ I _$ i _ ,. _ _ i . # } _, ! i ; i , i 1. . 1 �: - e fi r ; i } �Z ly �t ,� + # t 1 � + _ �Z 72 \E � Ll � }t � � - I y }j • _. . { i i - ) d � I ". 1 ♦ -� i s 1 h 4 - 1 _ .� � ! � �- -i � i i � -� � , -� i --1 t i. G� /f5 WE5 T OP p I 1 { } aC I ?97IY V12g7yr� W .0 ._-• .; i A.G. O/PSE i 1 tJ {i �'h __ u 1 - O { i r + i 1 S G } 4 f� 1- a i < 1 i # < • • 1 # 1 i T . i , , i f 0 ! O f i t 1 ` •v (/� f { I1 V� q2 9'2 ,. J %50.6 y # � � \ ^ Q � �� '. ' 1 I i � + •, � N ti -tv Iy V , . . , C 4 TP G�. ._ C C , � ff � I � l , C .,; b � ,., n0mlle' � { a.•�-� t _ � � re'A O.�iE- _� V /\ 1 i i { : j { / ' • iii , r i }} { y � f I I t { t _ !o (OMIT�t�f (� i I / 13 _ - - ATO 0tcP�.�tn/n/Ec. 0 0/ p .• �2.T�' i $ . • . 1. : 1. - , _ } i {j-._ � « � i � .�. _i. , { .� _}. i i -� , !. i 8 -} � i # • 1 �O• ► I i � � r�• L 1 ..�� i t . , 4 }y} - ' P.l• 1 h r` i Q• b } _ 1 s 1 i ! W d'I ti; { a0 ti i CHI 41t�`NE`L 1 i } t I i , , t E t {{ 4j{ ( ��Jy yyF t a 1 1 t i i i i i - { �l`I J� t I .__IL _I••�_ � 1 � � i c v � t i �� .�e , it � ! _. L. f , , # i 1 { � b � f T 'l, O G nMlT \� 9 26 O /•#Bd : . -' .. .. C ! f38b i # � 385 L h i � i N i � _ � "u 2�.�s�c. � � � � � � t�/as . poF �- G'�'SF 5= 1 � o• CAtW76P 4 I • / I fl1T!!RE TDP Z +• Et1 op a Y2 EYP 72 I I ,OAS✓�v I ' `JCC.BOX 1 _ Z _ v I I j Z4rfcP ---I L�y �? &N �1 1• R t a0 y v t i G �� ( i I ( # i I 'i _ i { N �. __ t ,' a1 'a .•. N I I O v I ii { ff 14"RLP 1 I f t t D•�°S�% ♦ a X10 � _ { �:,% �;' _ i }} }t'1 1 �l �l3V�F/Lf1 I .! n• "` > 1.{ a�! I _3 �J7T'/ � i ! � ,s.f -6rR�r• r t � /i 4.79/ Ta6tn� r R•� �G�ti/• ,<, �_sh�1 �►., _� E /a/i• 11 �'� �� ij, t✓`'� jt... ., ..._ } Iii r �i.�1 N ' ,' �• hR a V O� #i - 11. iii 3- 0-1Ec � a�// s LATERALS , NORTH 5lD� a TOR/� S347,o Ta /, �!C • .v i F ! i � \ � i• ♦ 1 I i } 1 I t Gra V/VEG� qzi Z: v v , 0 { - f 1 I i t ! ! i I � � # `r�. I t V 7 i ..� ' L •i1�r• 1 I `dl 1, �1 eU. fT sv/rser E S1uivE11 O A'.C_Of VICTOR// ST38 ICLASS"AS 'CI o I � $GAGES i I O . X0015E I f f oAs/iv / i i IRbFILE S�A�E. f i # n C C _ 1 � HOR/Z. / 2t� t 1 � � , , i { j t � I t i I a , i i i I 1 ? x`� dG`R. 1VE�t•O W/�S�' i I h 24'R.GP } i { r YERT / s¢' t HOR/Z• -141 -40 i i • • dA /N !rZ XPAN5/OY JMV7*54JSg/,V- A T c. I j VERT• I -4 L"C IY a0 L I / O CRETE R A/NA GE CIVA/Y/YP_' i Sc,4LE:/ s4 I i j } 1 f 4v �\ r 44 E j } i l � # t ; J , j t i , I E i_-.__i 1 _ O :_ �i_-_L .._ _�_____�. - _.�. { { y f.-__1_.__.I _. � _ 1-- ,---� ____I _ 1 _-l_--------f-----� - ._ _� __. � _ _r_ _1___1 _t. _ i ' ' I CO/t/ST/SU�'T/ON NOTE✓ J PLAN SCALE cr�R:5 oATa cvW ArN. cuAa �cnv cuwec00 4 d=,C3'S7 00" d•71�'.S�/'ZG" s�� .•►T [ CFT d=X7.5�'ZG" d=/357'00" A w • J r= 4o Curb Rtn. Data h e R /20 9-20 33• R=ZO R-/20 Z N / coN67 4-,PCC S/DE WALK PEA STD. W/0� TY/�F 'B •�� CO IV 5 RA MPS PER 5TD. #//D Curb Rtn Data ~ d =92°58'25", V , •� J T*/ r� T/a 24 22' ZZ' T'/4:74 T=/4(a 8 X R 30 CONST P. C•C• CAO.15 9!/77-ER PER 3TD. 0//,9 ,� (j f t` K 4 0 Q x L=29.22 2'0`7` �,sZa.75 [.= 29.2 2 X �-CONST. O• ?O',4,C, PV Af T® Q=87 0/ 35 SEE SHEET ,I Irc R=?o 's ISee At Right h Q W o e! rs' /.s' c W O ADJUST. w M N. 70 Ci/CADE R=20. V 30' V L=32.45 O I,� n , W V I I e I �� f` W --//1/9TALL 6AR/C/CADS PEPC JTO. �9O✓r 'r3o5A1 L-30.38' Qi cp o° r=2/.07 O 55 7O COiv5T• P.C.C. CURD ¢ aarreR PER 5TD. 4'//S - /0' /8' / ' N ap K h v f : I 23' U 4 v v II � I I ( v S J $ INSTALL 24.'R.C.P• r-1899" �\ �( p .(, v [ v b t4 p .ti 4 ci g CONST. TYPE ,4 C/4TCN BAS/N PER STD 10206 /S N 7 15 k t4iQ p I, Q v v V(i RjW, c F 71.1 \ d .. 34 4 4' h O v / .5 J 3 4 5 v ` 6 E I I I V --COAST G'BLOCK WALL_ PER 5TD. 30/ SEE,P6rAIG v b -� R-W �} R W /f (i Q K- Z UU I I L 4 .� 5 EE /J O ,� .' O}, .� N I f- b Q 3 0 I 1 �, h Q C V o �o W hl �' 10 us c ^� %, e e V`ii )k�e '�'' cs.o0 7/, T!•65 40.90 I A 6. 55 G6.,w IL 350' 3350' tzj r77469 a�t . 0�1J I' 6 EX/sZ ORA/N. CHA IV VEL '� - -- 7 0 a h t^ , / (n _ - _ � J. . / 1 -,._...-.-..._-Tarr= �--_�_771T_._ ___- i • _�- - a s � ss-ra - a �\ %`' N 8 .ti 0 ' I x EX/3T. ED4E Of P✓ti1 r '� �- (' rx°�� , 30.77• ^ 1 e i 1 �(\ �. o tk1WO b �E VICTORIA ¢ 1� �� $� \'�� J T 0' ph I ( n HAVEN X�ST. G"H/ A.C. aBE/tJ�1'"� �o�sli,Gjt� gyp( ,�h a. '(�1ti�0 $\ Ch1 oA iN ,��t $►� �� 92./3 AVE. 2 tos oo vc 9 �o I Ii u SEE 1 ' �6 I '� J �`,�u \� ti� N �� ;� I ,�f I 1I •,� sT/S/r/Ms /J� � (eeTiv.9tz3 //.AM) I 6 $\ l• \y p 0�� c`r� .� I o ?5' . W SHEET 5 V C o W h PA/CA1 PET Wi4 LL OP b 6 9p/�00 /0-1001� T 443 70 tj 77 � 70 : tiC8 � fij b HOZ �5 I 3 I to 6 o o �� _ Q w" �. 7�.qz a /0, • 7%a • Z I Z a0 Ov f I UO �Z •\� O� �tV� ' -'Do SEE pEsot 14 N. STA/RL EpEEGTOW _ V W4 Oo VCTOR/A c , 6fdR 35 aa • . «vti`s- .?EG° SHEa ET 6` �. � 4j 90 0 W �y o a h a u � � � �° � nhu SECTION A - A 9� I �' Curb Rtn Data SEE SHEET 3 m ^ ao'o Curb Rtn. Data 4i tri �, v ,�1 W-CUT REMOVE EX/ST. .�VJt- oW/v . MortitT.�1c L/HED DITCH A•C. C4E1tM nr o SCAL E \4! G=86°11'55" �I I d-93°48'05" -o i • _ / M Q R-2Of 4. '� R=20' ,v CONST. P�4RAPET WALL (f J• Q .v ,. -- - - ----- �-AT EACH E/VO n k , X L=30.0.90 N NJ Q (� I-=3274 , e W Vr �Q1 \ T 2/.37 o h = 'r y ,.s LT- r=18.71' o �,K X e , III,'; EOT747" /T.C.,fix7vA"YZ• in k DErA p v oL-REINFORCEMENT vj 11' 22' 202' _ \ Q v rh AROUND PiPE d s' 4' �.s' /�' ��' �� //' G 5' 4' 0.5' �C770?V C-c 'a ' SECT/ON B B o ALOAE y' o o' o o NDREASEN ENGINEERING COMPANY` FIELD BOOK REF. k ° N° �` '/ EVEL LOPE Y�;� 580 N. PARK AVENUE ' COUNTY OF SAN BERNARDINO TRACT N0. 9Z45 i��r/s�cQ .��' CSC ROAD DEPARTMENT ,,� •• -.� POMONA,CALIF. (714) 623-1565 c STREET IMPROVEMENT PLAN ROAR NO E1,00E>� STC? -SE�'T/Ort/ � ��I71 z R� SiGNEO 6T' DF,�i'k 8� :nECM:p 8� 1 ITIA o EDGE p( APPROVE) BY , / ®4 / VICTORIA STREET /400 D 7 t- FILE NO DET,4/L � � � . • susMlrrEo er�'_ � coE Q /N TYPICAL SECTION f C E 8205 ASST COUNTY t NGR ROADS DATE • 0-1- CA TCH BASINS � RECOlakENPED/APPkpVEi BY a DETAIL -LATERAL CONNECTIONS VICTORIA ST �a/-7G __ ro•>E'� --- --- -- -- 8NfE7 of , GATE MARK EtFvISI(7NS s PPR SAT asst Rono co«wis�,cNER Nri� - A o�rE COUNTY ENGtr!'.ER QATE q = 5 y .K-- •rtk�!re tM n e•r aeosoc N -- - - T- _ - 3 F- 1 _T ,f _� t. n/CH A��1* N ,�-2/�� Tl °/ NE. LILVE H W,`� ap e'yrz coR c �s7- / ,_ i i N f f t ( , -Sa N W COX. /9 L HAl'E/V : t # # I ! F 1 ! I I t f c C q4 �¢ �4 i r. Zb 1. c; a ; m (01 Ev O i EL 1•� fi , I c } i t I I j o � O ^i N J Q r•u , gh ' 1 � 1 • i # 1 a0 'V y N i A t 1 ! I � ti { t � t 1 '1. i r , : < { « { ` e lit , 4 t } # i a�oy 1 VAR)"C.F. 1 } 1 1 + + k I }j /i� 0P e ? V f t I t « # i i i $.� m ToP WEST cc/,,Ta { l 1 V t i - - -- -L_ � - - - _ — _ - -- 3 I 1 , Q t Q� � A14 1 I • « fi it/ s7' �6 R, "\J O v "+ t i� ' V X T 0 \ C # {{ t 11 i 1 1 1 3 l {{ k ! 1_ k : i f ti i I # k + f + N m \ Q - ! ^ V l� ti r. k I I � � n 'o � ti m �• a a� N u I n � .� m g � -. �. ti F �o & +� m . o y . �, t f } i i x'04 1N o \ i �\ •s. m �, h a0 i,N N i ! _k !. i - i l 1 l i t ��� T[/R TbP• "a I i. !- - -. --I r' ti. h ff i' •►. \ . \ N i 4 y k $ - � # # + } • � � 1 � � i 1 1 i 1 � i � � � - } I 1 { I i i I ! i � k a. � � -s. , i � __. - _., -.. :.. _ k. 1. • _ t _ { � _ -. F I t .. # -. � -. {{ .. - I , t ' i `s i .25`. TA } i } i 3 1 4 o o I ( , Is . 1 ; + , , i Ji1 � a i i t - : � ! _ J __> .� f . i . ♦ � , : t � I k _ _t . _ ((} � +} t ���. - j _ '� t . Q i. _ # � t 1 � � i -{ ( 1 i ,I ,� i # } ; O i yam. ; t SAV. j7r N) \ c}'y /{}jL'y�/7L,,,,'/may♦/� /i���� f r (O i I t 1 1\ /74 /,�" \ -l i _ L../� ..`/ .r./ll/1/1�•.... i i i i t I i . �T ? N N i t - t j t i f __ Q 1 I } t ! ! /S —L* V } € { (`ww k y { C ,• '; W i � + _ _ a k s _ : i _ t « � k a , i a ' i a . } j t 1 i i i • ,+ } # fi ! i } t + �/ 1 •! _I -/ i - I i i i # # I , ft -KRv ` Y + LE �h 1 � • . • r I , : � � # 1 r � 1 F i ♦ 1 � ,(/v 1� of � t1'•t. # I , « i • N. N t i i i i i i i i N t i PU1�RE i •►. a °0 �0 { ! 1� 1� \ � i E # _ t t i t t j ( _ } _ � ►, ti } } I 1 i t 1 t i I i a + ( � ` _ + i s i 1 ± } •6_ { , ; � f ! � i ` � 'i 1 � `i � I i � -j � i # , ` 1 ' p �•O / } : f I t t 7 i r + 1 # i + i { i t ij4 � } 1 } . e ♦ ' j+t i i {{ jr t _- "_. _ A ( { t i 1 ! -i- .-- _ 1 � �. � +r___ � .1 �__ _1. __-i. ..�._._._L_ _�. _L- _� i t_ i � i � _ O i _ . ...� {t y{i _ '1 _ _ V � k f 1 � } •; a ; T T1� � 1 { i i1 t � o # 1 2W 14 } I t } y t t -. - + 3 .S!• /�— - ' f I + f ! } k � � i ► 1 . • ! t l t i 4. �1-�•1 `• j I + } 1 f � t ! { { r : 1 y f t C i f . 7URLc 7t.W f j N M�1 N 7bf' AS`T C'urta i i t r I k 1 I } } t . Sr rS � sf tI k t t 3 f ' 1 t 1 I i « I { f t -} I � I )DROF`1L t IS'CAL � F y} { i { I i i t � # t • i I � f ► 1 ' � + � I I � � i } 44 i i i � i HOR/Z. ->"t 40' N— i i t « , i t 1 f i _ _ - VERT. ! - i ' i 1 � 1 Li 4 + - -�_. _-. L -- _ - --1- -- 3 _ 1 -- t __ _ C -) -- _ 1 ii {{ j r j C ' ' o z �4 --� ---t � 1 � i _ - - 1 _ , _._i --) PL AN SCALE CONSTRUCT/ON MOTES Curb Rtn, Dafa , MEL—� /"=40' Curb RM. Dab �/ coNST. 4 MPC.C. SIDEWALK PER BTD. x`/09, 7Yrr"xs" Q=90°/3'43" c•i SEE SHEET 4 Curb Rfn. Dafa d=87°0/'35" + CONST, WVeel- CHA/R RAMP PER 5TD. *//0 � � CV Curb RM Data eo , � Ci R=?0 Q d=89°46'/9" o► R=00' ` 3 CONST. PC.C.CRO55 GUTTEit PER 5TD. //9 Ci �i CV ° „ Li 3o' 3 �� p= R=?O' op U d=B6 /I 55 �U 33' � � � L=30.38' R-20O Ar0✓U5T 51 M.H. To GRAiOE _ /8' /8' L=3134' L jr-W." 22' 22' / ' m T /8.99' G INSTALL ,BARRICADE PEA 5TD, *305 T 20.08 to an O aCS s to � 4 4 E� a O7 co/VST. P• c.c, came � GUTTE�C PE,R STD. 011-4 � nib �! 4 4' a� a0 T /9.92 � , k 39 b °� 38 37 36 r-18.7/ 35 �, �.o•s' °' h 34 0 J. b V 1 I I I I 1 IIc Q O £ • I I ss /e /e 3van4P 52.01 04P AC ffj-/�60P _. ::'• � � � ,• �. � �•� S7.. � .• , _ k �11-LpZzWESADA _ 0 TnsAa11(Z) W21R's per. 4�Ip (� I V V 5+d 304 5 6(i!Il if 133.00 h h . �.. 58 00 13j \ b`� I 7 54.03 h I 778 _ h q I 93.69 75.0 75. GB.3 Ihn I s� Ari � SeE q cEf •' ��'•• _ I � I T 7 Z • tit 4,, � �� �I `, II 0 Q Q . -- ,4I I _ O 3 � E SHEET 2 N t I SE PLAN Oi4 QGE U/t/�I4S AIV G'HAN/VV�L ¢ Curb Rfn. Data +. Curb Rtn. Data ►. A=93°48'05" al wt / b h D=92058'25" •�' 30' R=20' R=?O' fr /8' 18' fr W Curve Data ' L:3z.?4 L=32.43 t"t�. o^Aw.�GE 6.5' 6.5' 5.5' 6.s' a' f•3' Q =3°48'05" T 2f.37 - - = T 2/.07' W.. R R= 970' L.- 64.36' --. W. Cb. R=982' L=65/5 N �c ¢ R=1000' L=66.35' T= ` ��2i"o.C. 8M`f E. Cb. R=1018' L 67,54- - \ f 4 ® f. k' R=1030' L-68.34' f ` fig• �y 3'yi n4ar/ T 7 �.. " TYP I CAL SECTION MESADA ST FIELD BOOK REF. TRACT NO. 9 245 N o NO COUNTY OF SAN BERNARDI NO f C.crl�trs .0 e T A i L • f� ANDREASEN ENGINEERING COMPANY %7 /a-di s�n't ?�� `ter �� ` ROAD EPARTMEN T f -• 580 NL PARK AVENUE REV/SEp Qiq hVAC,-E CAMMVe- . 2si� i2•z�'" ---•--, MEET IMPROVEMENT PLAN ROAD No , ' � •, ,• .__._ _ . .-- . -_.--- — DESIGNED !Y Ok+IWN BT CnECKEC BY } 4/0c.c, 4 APPROVED BY ,-r- POMONA)CALIF. (714) 623- 1595 �aooEo sre. s�criorv_ �- Z zV_�l MESADA STREET a-� FILE NO, ? � * sues►1 TiTE o er �. c D E ASST COUNTY E NGS ROADS DATE N 1 �, ^ Wall 0 fes per o I 7e,A avt R.C.E. 8205 D!Y�_e O. 52 7 4 w p Sid 3 1 Appy ® RECOMMEN to-v- 7c t DATE ; 1 MARK REVISIONS PPR ASST ROAD COMMI$$IGNER-ENC DATE COUNT N iNEEI� DATE SHEET 3 of Ii, , i • • ►YtN1EO IN R'•'Y' �fOS00 «r•'"#mar ! ►NtV itD IM fl'•Y' wtper "4F,aF II s/• 3 --- . -�-r r_ __ __ _.r f j # ! t �ar�AGL� ♦ fig/ T t -I-. ..i - 1 { F 1t. NC// i1i/n /1 /y-- .�✓ Z/(D F 1 t i. t t k i t f t � � � y i } � k t i 4 �t 4 > ' � N '� �' 1 { t i � 1 ! k t � i N .. E t 1 r t + k r V N 41 }' {{ {t I + ii {{ t k CH/Z o /V.E.CVLVE�t r H tVn\� � • # i 1 i # 3 t t t I f t 1 S !. J �J I _ � F N W, Colt. /:9 r� HAVEN ; 1 t < k E r i , tt ; ii E f f ( �•J () I h U '� '� 1 ZDr b T I t # i i 1 l i t ; i ! l 3!•34 fj tt( I ( tj t + ! t {. j « t + , 1 ^ I , !� J k ! 1 . - 1 - , } 1 f , r , f + 4 O ` ! , j I f f f}} 71 S V" � i t i t 1 ! t $$ !! O CURB &41 # t I t y♦ t , ; t r I # 3 \ ^ X2'3 4 �4 g4 f - QO/ { `1 Y V } f , 4 _ + i I i t ! ( t V •! ! 1 } ! i ' e 1 i t ............... e% - � � � �� p � 1 � � ♦ � � � co. yap _ } r t 4 { t + t e � t t } i , 1 , I t ! j t k ; ; t ' • \ 0• y 4 $$ i r � m � 1 � � I � t � ; � iii � � {7tt♦ i _� r � { I � _ , II . : r t U t P R7?1 R , . 4. p k ♦ q ! } } i ' r I f t V r + { i t ! # t { } ? i f t } i --. V � � t i , + i i + , { , }t {F t ? V } ti i t i l � 4_6t I t } p i ff tt # t $ I ! � . � � � , 1 } I i O • � $ $ 1 t t � I f { t � I I 11- : j a 1 1 t f I t f I l I i f t T i ? i i t _ I ttl TbP K cut4s ! i t rill k 1 _ _ , Ll Lill 1 l 4 I 1 L t 1 ( } V • t , } �3 „3 a orp;RA0e &P !!! , ! t t � { � ; w i ! � ,: + � 1 j 1 1 a ! ; i � ; t � ! � ^ • � � v V f i t' 1 i I i 1 j t { { 10701 �j i t 1 84/ ♦ 11.{ t CJ. f k 4 { I 't } 060/ � } � � � q + i 1 + •V t t 1R � � � i I 1 1 ? ��� �� � � N � I 10 - t t# f I k : a ? ? : r . t ? t f j r h j 1 i - i ; ♦ < { : : j t J • t 1 t q + o + , r t : , }/�� t r r + t i } ! r i � � d 1 U \ � - k ! V V 1 r1 k f f r tt } 0.D'0 ttoA N : } O V• ioil t _ _ 1 I l a i 1 l _ � fU�/rtt'"✓ � �. � � � 1. r 1 � � � � I � 1 1 � � i i 4 � � � � i k G w Y � t t 1 t `1C•` •� �� t t . e I • ' ��/��•.�75/ c V '44, + i t } i ♦ i t _t � < ootto� � � \ � k 1- i � f�•'� _. � } � � �. �. _...__ . F O/� • � t � _ _ _ _'_.� } -�. } t + �. _i. k t k ..3` } t t a ! � � � �. 1 � ! ! _ X �� � 17 ! � � X561 3.Z � 1 t �, F.5• ons cum I i ` t I F 1 r ' ; t. t t , , t , + - � V tt 1 t a S tj4 � m F• .. - i t - i - t J• � r 4 } # o t I a N n t .d i - i + { � � t r. r 1 ! I � } 1 { t .� , •� k � Y_ { 1 � 1 d � � i : � f j + k � s 1 a i « 1 r 0. 60/ Jj111 I tt r I t t { 1 1f 11 I{ t t $ + + i t ! t ( ! , + t i -! i - , : ' � >.• Lr.1 ; � f i i : i i I ' i � i 1 i i r ? - V k - + 1 t t ? 1 I t ? f i i{� t 4 i i V - _ - - __ - -. - - - - _ - _ _ - _ _ _ - - 1 D -t + ._+ i 1. _�.. t 1 --� -L f ! _ , ` , t {_., _k ` { ' r ✓.�i7fl ' : •. t ! a + - {- � 1 :. } � n , ; , �/� t a , � i , k I. - _ .r. a j .}{j .+ :: * �- I I � i t a r -( �. -.-. _.. � � t j �. .� t � � a ... t -, r � { a i _ i { t. F TAN• 6.�t. 1 t t i t i � �• t 1 f i s h0 t t t ; j r I ; , I Ej I}tf 4 {1 1 , : I : . t i . ! f -'. ! ; { : , v t t 1 4 i r 1 1 • �� f t ♦ , k { i • � � T �• - � - , t t + # « ? i { � } I I t t ! f k i 1 t j ( i t � � ' y } j f i - f s $ \ 4 1 } t j ap t ! 1 { t t t t 1 E 1 r K , 4 1 t r } d + 1 t ` F t 1 t } ` � � � f S # I I ! i t I ( 1 Jpk0k1L.E SCCA E� r f f # 1 1 }t f _ tt t r I t l _ I I i i ! l t t # �°ROf/L CALAS' , ; t i t ? • ? k � ? } i 1 ' O.6,f,7, HOR/Z. - "=40' 4 ( { i k i 1 + I I } } } 1 } l HOR/Z. - 1"=4 i 4 t i i i k f F 0 ; G i t 1 � � } -� ° � � � < � .... y � ' � 1 p ii {7j C { �- i � ? � � } j i S - E f ,. k r i t r I I t ! 1 ? 1 i r - Ns VERT. - 1 4 ! t i I I C VERT, -1 4 s } �{ !{ � t f 1 l -i _ ! _i � � � 1 ff i t i !• - _ } II i � ' . , y i i j j ' t r i• k 1 # ' : � ; } � { t t ` � 1 1 t � i I � j 7 , i � ' t ' � i i i r � � 1 ; - ! ' t � 11 i i } t i i t ! t 1 3 �6 r d0. 0i1 PLAN SCALE PLAN SCALE =40' CONSTRlJCTTON NOTES f"=40' Curb 8117 Data Curb RM Data. �- �- . �i . .i / CONST. 4"PC•C. 5/;DEW,4LK PEA 3TD. 0107,TYPZt `e' Curb Rtn. Dafa G=90 16 2/ d= 89 43 39 a e9.46'/O - '.SEE StIEL'T f �-CONST. WHEEL CHA/R I�4MP5 PER ST,D. '�//O R 2O R ?0 3O CONST, P.C•C. CR055 aarra^ PER sm. #//.9 L'315?' -5I ?5 ZS 5 L=3/.32' a-colv5r. O.?O' 4. C. Pl�,r4'T.® R=moo 8' 7 U s © ADJUST 5•/NH• TD T=?0.10 1 I T 9 90 01.3o5A .9/• ' (j I � 4i ,. �/N5TALL d/I/'c/t/Cf1FDE PEIs STD. �,905 8 33 32 3/ 30 V 29 ci ¢ 4 , �6 /5 7O COM67. RC.C. C[/RB ¢ aZIrreF S PER 570. 4'//S T ` `� Ci W I ��so /O.so 101,01 J /8' /8' J 38 m 4' 4. ILI I i p 0 . I Z li c a I I � 1 ( Q I I - 7100 -1 I •1 •� 7IAp� fi21 2 � . I I •'�P I ?3.03 ?G.�R/ . 6750 � � `•'2 82.10 / `� � �' I _/ MESADA M - Q° -------------------- _ i 6`� 0/111, 2 lei �'�1Z ST "' o W ��$9 20t22. 43 �a X11 -140 - W 11101 MONTE' VISTA 7110 :.:: :♦:::. . j W 44.58 27-50 25.96 4(0.04 72.00 72.00 4 Ci I f 1 vl O 8 9 /O // /2 /3 • /4 �+ �0 Q � ."' I Curve Dote 39 I h W J-205825" Q /2' f8' /B' /2' ( I SEE SHEET 3 FOP lI� R R-970 L 50.34' !.S y 4 6.5" 5.5' 5.5' 6.5' 4' T YP/CAL SECT/ON W Cb.Rr 982' L-50.97 I Curb Rtn. G+afa E R-/000' L s 51.90' Ts?S.95' �L � c 0'� � st y,4•;7 a SEE SHEET 3 olf E. Cb.R-/0/8' Ls 52.84' E. OR• 1030' L= 53.46' TYPICAL SECTION © © T-tam. MONTH' VISTA ST. ANDREASEN ENGINEERING COMPANYt FIELD BOOK REF. COUNTY dF SAS BERNAROINO TRACT N0. 9245 W. 0 No. POMONA,CALIF580 (714) 623ARK E 1595 ------ L IEV ryP�� SEC770,Al R01-/ce-,-oAMIIISM It.t•lC ROAD DEPARTMENT AOOE/� Site. SECT/ON 6670 z•Zv•�� STREET IMPROVEMENT PLAN koAO No. OESIGNf O 8Y ORA.P Of �nE(kEC RY APPROVED 8Y MESADA ST. - AaNTE VISTA ,S�` FILE NO. Qq Ilk" R. E. 8205 sue►♦ITTED erQ ' _c D E vV�, No. 5 V 1 ASST COUNTY E NGR ROADS DATE RECOMNENDEO/APPR'OYEC BY G-al- 7` DATE -� ASST ROAD COMNISSICNER-EN DATE OUNTY ENGINEER paT€ SHEET 4 of rJ. MARK VISION PPR AT _- •, •• �' }