Loading...
HomeMy WebLinkAbout615 _ s LS21MA7F OF OUANTIT1FS • ITEM OFSCRIPTION QU44(WY UNIT REMARKS 1 . Clearing a Site Preparation Lump Sum L.S. Includes Misc. Removals 2. Excavation ra ing Lump Sum See Grading Plan m 3. Const. 0.20 A.C. Pavement 114366 S.F. Const. G.25 A.-C. Pavement 10421 S.F. SRRPH/RE S rREET 5. Const. A.C. germ 1,272 L.F. Std. No. 117 6. Const. P.C.C. Curb 8 Gutter 3,231 L.F. Std. No. 116 7. Const. P.C.C. Curb a Gutter 8" C.F. 2,859 L.F. Std. No. 115 8. Curb only - at returns 346 L.F. 9. Driveway Aprons 9. 108 S.F. W=22' Std. No. 128 10. Cross Gutter 8 Spandrel 2,055 S.F. Std. No. 119 11 . Install Street Name Signs 6 Each Std. No. 's 303 8 303A 12. Install Clearance Markers 3 Each Sapphire St . Std. No. ,344 13. Install "Stop" igns 8 Each 14. Aojust C.O. to rade 4 Each 15. Ao' ust M.H. to Grade ach 16. P.C.C. Sidewalk 30,34-5 S.F. 17. Remove Exist . Berm A.C. 687 A.C. Jasper St. 18. Remove A.C. Pavement 4.830 S.F. Sapphire St. /9. Consf Cone a/ocL W47//, /i-d' 547 L.F. $opPfiir� 5/ S>&.Al.. 30/ ZO. Cms> D.1',4 C CoP ov-01- 9xistI17g r?nernenf�2inin,10 ptf - /9, ago SIC „hsPer.ff*a lobe S/zpe Qron e Sf ' Z/, Cons/3"P.l'l'Downdron-24'i✓ide //Z L.F. fee a,-e&01';701 P1,717ZZ. Const 401741 B/oc,F it/a// 51 L.i S./Y Cor. Jasar Sf.l 01Vn9e,St. Supp/ped for Go�»pa�afive 6.ddin9 on y, o�no�use �here6�,Crea/e5,o h; 6 b/y 1,9r f tea/ uan 1i1iLO 5 - Pay9 GENERAL NOTES I. ALL WORK SNAtL BE DONE IN ACCORDANCE WITH THESE PLANS AND THE SAN BERNARDINO COUNTY STANDARDS AND SPECIFICATIONS. CONTRACTOR _J SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERANCE TO THESE STANDARD SPECIFICATIONS. oRAAtc6E STREET 2. STREET MARKERS PER SAN BERNARDINO COUNTY STD. NO. 303 AND 303A SHALL BE CONSTRUCTED AT EACH INTERSECTION. . SANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FdR ANY (SBP .shut A6. 3� DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. K. SHADING ON STREET PLANS INDICATES A.C. PAVEMENT TO BE INSTALLED. 63 62 as/ i0 59 58 S7 Sep 6? Gro e'o°s S. ROAD DEPARTMENT APPROVAL DOES NOT INCLUDE ESTIMATE OF QUANTITIES. - 69 64 S$ ' 4. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND, AND ALL SUB-GRADE SHALL BE PER RMED AT NO COST TO SAN BERNARDINO COUNTY. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMSTTED TO THE CONTRACTS ADMINISTRATION DIVISION OF THE COUNTY ROAD DEPARTMENT FOR APPROVAL, PRIOR TO PLACEMENT OF BASE MATERIALS AND/OR SURFACING. 7. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CONTRACTS ENGINEER OF THE SAN BERNARDINO COUNTY' ROAD DEPARTMENT LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY. �p 7 hI /9 30 3/ 43 e-Sit {� (A) R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. ,� (� (B) STABILITY, OIL CONTENT AND SIEVE ANALYSIS OF ASPHALT SURFACING. FW *fr- ff e:f i tFeF THE SAN BERNARBINO e Y R O A9 9�TME N T FOR REYIEW AND EYALUATION.-AP P .5 29 3z 4! Uj B�eTU R A L-sfef+e+f BEEN *ET-.- 20 B /7 44 g3 "J t. A PERMIT WILL BE REQUIRED FROM THE SAN BERNARDINO COUNTY ROAD DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN THE SAN BERNARDINO COUNTY EASEMENTS OR RIGHT-OF-WAY. c 4- -9 /6 2/ Z0 33 40 •FS 52 r r W k ka !O I5 �� 22 27 l�1 3¢ 39 lfi5/ ? Q t 2 I 1 12 13 24- 25 36 37 V 4,6 49 ' I H/GHLq�/D AVENUE AfE-MO,OM/77,4,V ww-EQ D/S'YR/CT R/t� SeeSheet .t/o. 2 INDEX( MAP . Scale' 1"=100' s L ° CONSTRUCTION BENCH MARK BENCH MARK � h e DRIVE NAIL AT THE NORTH END OF COUNTY SURVEYOR'S B.M. LEAD AND TACK o'r THE NORTHEAST CURB RETURN AT THE AT THE CENTERLINE OF BASELINE AND INTERSECTION OF ORANGE ST. AND CARNELIAN ST. C.S.F.B. 273/24 T-�AC,,.- ND JASPER ST. ELEVATION: 1447. 50 5,722t ELEVATION: 1664.01 l61yC.INO ✓Ap)v&Ar SPECIAL NATE FROM PRIVATE ENGIIVF'FR TO CONTRACTOR Contractor agrees that he shall assume sole and complete responsibility for job site h conditions during the course of construction of this Project, including safety of all persons r andproperty; that this requirement shall apply continuously and not be limited to normal working hours; and that the Contractor shall defend, indemnify and hold the Owner and \ k + the Engineer harmless from any and all liability, real or alleged, in connection with the performance of work on this Project, excepting for liability arising from the sole negli- eBence of the Owner or the Engineer. 0 T.I. SCHEDULE RCE No. 21104 Highland Avenue = 5.0 Orange Street = 5. 5 vlewlry "w Sapphire Street = 6.0 W 0 NO. ASSOCIATED ENGINEERS FIELD BOOK REF. COUNTY OF SAN BERNARDINO IMPROVEMENT PLANS Jasppr Street = 5_5 ROAD DEPARTMENT _�D2 rR rELL INDEXES DELETEettE /--) 4. TRACT IV 0. 9322 Cameo Street = 45 316 EAST •E' STREET oTE 8, ,eEv �r,RNu A ,0�D BY ROAD N0. _ ONTARIO CALIF 91764 °e` 0"'d By INDEX MAP - ESTIMATE OF FILA No. Sard Street _ 4'S 714 - 986 - 5818 Drown e .z ,E QUANTITIES - GENERAL NOTES .N � ASST. ROAD CONM�SS�ON fNGR DATE ^}� Crectee 9y I,.�wG O• 1615 • Via Serena - 4.5 _._ 4.5 It-4?-' ALTA L014A DISTRICT SHEET I of 7 Recommended 8y Cltrine Street - R.C. L. 21104 QAT I IMARICI Roacirikia A= rigg I COUNTYENGINEER 76/3 i 01 � R b �- 1tj .68 7 TAN GRD tis , o n I , u 157 DU NOkTH .L. 1 m V > EX GR IvD AT p f , i 1 vi V e . t ti f V t 3J i i 1 1 1 , - t � o v : 0 } o v ao .� V j. N n 0 •6 0 m �0 V C , O S m ai � o r U � 4i 2 � . C} O 6 0 , < : 0 637-181 : N , 01 O W O ul v i Ln f (U V cv I { W < to 4M a � t � ;Tao v.t N aD- 4i N t7 4 V �i O 1 i i J V. U � P. 35-43 tl• 1 a o N o's t O 75 � Itt N o a � u / ai , m O � v � , v ro a o m o ti N a �o n , X1.50 a . t ao o ao i m rm o � ! a0 CF o 0.7 � * V U 4 r r, ul N 41 \ 0.75 5 tp oD O cfy O 41 t / vi ON CURB ON CURB :d P I +49.73 v o b + �t c+� N '� �,r} d � f 'i d � m m � � � � I v� � U � �} N o u1 d m p m J �` } + v N a1 p N m 3 3 loo.5 9 V•C v} tq �l I s 9 o I +n n D m tv O 1 n k S 4E + _ + N } P } __ �} € / + r r` to Q F P► N t M m o, M °' � + m N �i ri m opo N c� o m N o, ' o m - am tin o � * 'n � ro o o � N W '7.OP 0!` IVD 1`H CUJE'B +n v; * to N N + �i o o �o N 3:37 f' `TAN dkV m I 6 O N � � m N O m frlco Nv 59/ /- O tM \ M * O t 0 , � N M V) P 44. 0 M N / I o m � J * � 100 V.0 O M1 _ } +O � 0 50� V 2 a ° c W S6 t m O N ------ VSO B o n � a U O o3 / ov �! C o t0 'W { o N 4f - 3 N J oopp ap FINISH SURFACE RT O N 36. fT �! tt1 I V.P.I 49 vii °D t b u O -� r� v n fes' v C � i 'moi ap j , 0 m K U V-PI - V 34,74 - i 1 N i P� n N N o i �-►�� N a0 of > h i W . u N lh K N 6 C? O i V. / 4} In ul M �( u tl• m � �o .59 - o d• m � O /00 V.0 N + , f51 Q1Y" . . � � � tnm W W N lh m rnm d� i59 ' --�_ O I NISH SURF7ICE AT o m : W �. 2 P i O u1 O o O n O o i h m < . '6 N cs, fn c� o V. m ro ofn .T 5 T •� W , 4�3 � t i N �. 6 Q m � i - ori � N k , . , t : , , t < i N � 0 i N { } 100 V G m------ cA ` -yam"? M i v. 6/1 �7=o.SpFX1ST nlb RTo s N i , i , F C I r 4 0 Z 9 f W O i t , !/V lel. L E O W. b SPI E t `2 P i � t � - < , r > : , . 1 , , < , < , e - _ i 4 f 2 } . , , I i . i h t < 4 f - I 3 i i I i f i 1 d , J i f 1 t 4 , < : : , s , s : i i < t t , , 3 . . t < 1 i . I , . i 1 , : : : : , . , < , s { { i i e 4 1 } i 34 4 +j} i , t( i t i } i i jt( i , 1 # i F f t . PROFLE i j# I 1 117 +yj _ P,t i t M j}(tj 1 } i t P! 4 { SCALES s �� a > , , < . < > . t , > 0 l 2 3 4 5 6 ... L - N . g 9 10 11 12 13 , P SCALE AC = 4d Curb Curve Data } Curb Curve Data 16 = 89°47'47" � 0 = 90°13140" R = 20.00' 1 I R = 20.00' L = 31 .34' ' t = 31 .50' T = 19.93' - T = 20.06' SAPPHIRE ST CITRINE STREET VIA SERENA SARD STREET CAMEO STREET JAS ER STREET (,See.�%WIA.7) tlSee Sf�r�.t/o.7� I ✓1/0. 25� U I2 �j W. 2s 25 `"t AC , v 25 25 u 37 u 25 r 25 v `TO 49 v 33 20 22' / 7 /8' l8' W '7 Ia /8' 7 W L.J 7 /8' /8' 7 1� 7 /8' /8' 7 W /! ea, G•5+n > S 65 �"- A U_ 65 65' � - N 6.51 6.5 N N -+� -65 6.5� N O - 6.5 'f !} ! O 5 0.5--1 u� : v ! n 0.5 0.5 d 1 �.1f�J1--0.5 O.5 n L I ry t} 9 � 0.5 I O.5-�}"'�"- � n � O 1 II . S II n t t I a o N * _ n ato 0 �,, � 10 i N�-;-; ���� Il : � ° �,� it ,,�` �,, 3 r ti �9 � 3 aNll �) ��� r0 %A\0 1 3 9 �o �. 1 113a6�Fv �l` 104- 2 3 .4F /01.52 /01.5 '3 �f f k �� 2 /0/.52 !0/.52 3G IG \ /oL62 �a3.93 �a l•vV ' `,. /� I �nQ�(, •w I I /O ��• i.. : I - ` I .'r" /Q `� 7�r r, '•'' ,) I��� ,'j•� �•v I .� e - - _ - - '�_----------`- -- Y -- - r'� -. � -�---- - ---- -- -- --- - --- ---. .- �--. - �,� - ----- (• tom- - ---- - ----- - -- - ��' �. - - - __ -� ---- -- �- - \ �-- � -- \ � � - `-�j -- \ - � � - �-T'6 -- - \ ---\ -- - ' ,� ' �. I (`' 120"M•WD. P/PEG/NE /5' N N89'35'43''E 2O ay b ° Ot00 SAPPHIRE ST ,� OF H/GNLAND AVENUE. 14 20 M. W D. ��� �� 1 ,� ADJUST EXIST MWID 3ry Fv �( �F, �(,,� MANHOLE TO GRADE. Ar ��3bg�� ybyo h�0 b3 yP� 33' 00�`� as�P 4R yPP- ,oGP�E `fix SP 20� • HIGHLAND AVENUE CONSTRUCTION NOTES 4 0i - Construct P.C.C. Curt, 8 Gutter per Standard No. 115, 8" C.F. 3a-Construct Type "B" P.C.C. Sidewalk per Standard No. 109. ivt�p� -� �,►„fsr.T N��¢Ae, aoQNf� BENCH MARK CONSTRUCTION BENCH MARK Q9 --Construct P.C.C. Sidewalk Ramp per Standard No. 1/0. 1.0 Construct Spandrel 8 X-Gutter per Standard No. 119. COUNTY SURVEYOR'S B.M. LEAD AND DRIVE NAIL AT THE NORTH END OF THE NORTHEAST f ` TACK AT THE CENTERLINE OF BASELINE CURB RETURN AT THE INTERSECTION OF ORANGE 14 Construct A.";. Pavement per Typical Section. 40 40� AND CARNELIAN ST. ST. AND JASPER ST. 3 � � 3 17 Construct P.C.C. Curb only - 8" C.F. 18 22' 22 C .S.F.B. 273/24 ELEVATION: 1664.01 20 Ca�Shril^� A.C.B�rm ptrSAa!,Ue.//7 7 5 4' 6.5' �Z ELEVATION: 1447. 50 LEVEL 036' Q69 LINE 0.76" 8' LEYc I - i 3 1 -r�aTt tR C G rr�e5 �ctttz Future I ovement • e' GdlU� ((ZLIG'(• A.G. �C1ZAA rpm yfb 1t7 20 1� (Const. O 2o' A.C. Pavement I IMPROVEMENT PLANS W. ° '' ASSOCIATED ENGINEER FIELD 800KREF. COUNTY OF SAN BERNARDINO I TYPICAL sEcrI�JN ROAD A D DEPARTMENT T . o DPRQV_�TRIl�7Z/.QAL s�T,¢N � TRACT A C N 0 9322. Highland Avenue 316 EAST 'E" STREET �► Alowe0 58 hire, Sf• 3�dewA 'i L4ROAD NO. ONTARIO CALIF. 91764 _ - A� ;o v BY sCt'- �� �' -' HIGHLAND AVENUE FILE N0' Notify Metropolitan Water District of Southern California - Mr. bike Yamamoto- 714 - 986 - 5818 Chocked s 0� � . ROAD COMMISSiO- E A- F �� _E Dw6. No. Telephone (213) 626-4282 48 hours prior to any work within M.W.D. Right - of-Way. ('HIGHLAND AVENUE). K,�� ��,� �?�1_?6 RKc''"'"•ra�/ s� AIta Loner District- 2 7 R.G. E. 2.1 1 oa DATE ISR REYISfJMS AFPR DATE u SWET d - 76-35 I � - - T, ._.__...._...__..,_._.___. ...... ........... ... _ � �.lr. B•c•R 74-46 Ul0126.50 EOGs dC x-Gur7r c s. n J. rn O-x42•/3 B-C.Fc 29 A 75.68 E-C,R OIf (a ... _.. ._.......,.._. 0t6/. B.V.G Dt6/ e® 76.64 77-10 C 0+74.38 < 0,•74.3 fTI � � ' � � 0186.88 Of •8 � o __,... 8 • 77.38 �•._....,.-... _._. . ..,. 77.35 11 11 11 11O V t 99 ro b 0 F Ot 99,38 f1 $ v �� ._. _____ - � • . 77.45 77.44 Ln to OD62-50 77.30.., _.._._._._- _,.,.,. / 77.23_. .... _. r � I__,.._... ......... __..._. _,,. .._.. _._... �........ .....-_,__.._..._._._.._...._.--.. ... _ _ ___._.__«._-. _....... ..........___. - _ ---,_-. » __,_,...... _ a CD co z c� o _` ao m c7 r H c 3:20 _ m NZaDa � v m —I � 4 • J ♦ I yr - f _ T _ 010 _. � _ � O O O ............ .«_ _..,._., ........_,.. ........... :"«... .._..- � � r' h w � " L•� y r+ ry ry X ry ri ry , f w it a 4 00 c') cn n o c n o S 9 -I c ti _. N ___ .... _..,..._. .._ _._.._ I o ao x n Co -, a m m �° N cZ m z � -.,, ,,__.__,-.--•_ �_... , -•--- ,..._--------,__.. Q' r c� a � rH- 1�� o' M o\a m a m ma -I x 'moi Z C m rn y n �-► O H O � �► ;* o O n o ____..__,,....... _..,_... . _ o Hoo .._ _ NZ _...._ I _., n _ rtlDOO _. _ _...._. _...__...., lbb ........... _ .. ._...._. v1 � I :Tom L — � T� _..... ._. x. ... ------------- •q �•' 1 ' r ___ _.,...__.._._._.._ ...__,. 5+63.9r B.V.G ._.,._._..._.._..,_, ;, _._ .__. _.. 5+®3.31 �V ._..«, ,__ ._ .. 67,87. - III 6-o07.34 Co II I 6743 < 67.348 i_........... ..._...: .,. .... :..,,.._,.. o I I I 6►3/.34 pl. .. 6.31.34 67.08 Q� �` 67.03 � • 6155.34._ ...._._. ... . ....... ..... . .. .. �_.._ ,.. ., . , .., ... _.._...,.. ._. ..,.... .r 66.76 _ •... . .. ..., , ...._._, o. g•r55.34' � < D ! 66.8/ 41 n U) :,. -------- _.... ._... J4 Q A 6x79.40 L�.�/• _.___.... 6479.40 E.V.0 _.... . ...,_... . .._.... .x_.._.., .. ,.-.. • Z (� .. . e D 66-62 66-57 rrn D D O� 36' 2 (T1 �. Co O � N o 5 I I� s Z ,5 azr� OD - �' CA v N. m z1 > 1 v rl rq N � f*1 I I --1-----11---,l- . -_ 11-- - --l-1--........ _ _..... .. -__w._, _ _ _ ...... ....... fln b "' D °o �L— d► _... .... .,_. ,... . „ _..,.., ... _..:-..,.._.:.... ---.x ,. ----------- _ ------------ --- OD r • a ....... :.__ .., ._... ... _.... _.. .._ L o 711 � .. y4 i ..... •............. .. .... z OD a Q5 , , ..«, ......, a C � II I it ... .. ........ ............ .... ......... ___ ._..- . _ . ....... ............. _ ... ..,. . .. .., .... .,.. ,. - I I II NORTH R W N _._.._. :........ ......... AI U1 r I I II __ . ...... _ ,. .-,. _ _-. .__. 3 0 • • I .,.._ _.._ .. CL SN D�-,AL ol O 3 .............- � IiII o 0 .. __,_ ._.,_.__. .,_..... .._.... -_,__ . _.._... ..------- z .... .......... .... ,�, Q ,,,,,,,,,,,,,,,, , ._._.... ....•..... , _ I vz CA CA ° 1 • ' D :. o1— _ _...:._... D co C� fin p M o m II SOUrH i CA U i z �r.,i v� o III -._._-__........_.•,_,_-:_._ _. -------- --- --_---b_- Zz _ h O 11 II II II II I II ry, ~ STI 1 n C� D ...... .... ... .. .... .... .... :., : _..._..-____._,.,..,........... _.......,_._._._._,__.._. ............... La z II I II N - N _ .---_-_-_--,............._...__.•-__._,.._. __._.. ...._.....,,.,.. _.,.,.. �_ II I �i » a , w CA Co .1 W • /31/6.3/ B C R -- • -.._....«.. �._ - ..---..._•.--__:_.,-...,....,.« _.._...._-.. .__.._.-. _.., w..,..,__. ., �= w ,,._. . 6280 .. .,. a GEM a� N O W to Z A 9` ��,. `�' I - f /3�S8 -ASP%C-,Q S7*rer - - } - 44 � z N /l IL Ii- 1 ev ---------------- t!iur ------------------- a _ __. ._ .:_.-.... ------------------ --------------- ......... y� : .. • � W C u, ® /�eiiRs •._,.-� of b 2+00 6.6 ._....�.-.......,......._..__..�.,._............ `® S�.o.Eti> 41, dc-5-p 0 42.68 cn G) �o N � �No v r ti N = tj A n � N s a ,_..----- 3+//.71 H16HLAIVD AVE... I X-GU7' 46.60E r 46.77 FL - --� Z LZ,® .p � O •• -• �� RTS .. _ ..._,_ , � EAST R/W 3053.56 £-C.4 __. _.. __....«_. 48.55 3.053.58 O3� FL 49.22 _._ ..... ,.«__ .... . ..«_. _.. . ..... .... ...._. N • w .-,., _..._.. ,.. ............. cn _ v d to 0 vp _._.._..__..-.... .... - z .� in rp r,, D D ' OD rn OD o cn _ _. _ .. _ _.�ry__..___ _.._.• __.� _ _._ . ..� . _., _... ____. . .rr� A rn IQtr Z N - . _. _. N - rn r*1 �2 i2t > . . t^ ~ A 0 3 33/ ._....,... . . C_.. a n $ SK. sta o.oo✓eew -0-0,00 a-A 8+OO -MWiv 7►» £xYST ma _. ....__. .....,.._..,. __._..,_.._ ..., .._,....»,... N 68.2 co C 4 � V• LINO ws% Iw�M�G/�C � � ~ . _ ti. «_ ` - • a 4 D+ 9.035.87 _. ,.__...: 9+5 P B.C.R __... _ - .. ._., .... 'F.L4 487 _.... ... b'tC. _• �, Z o CL N _ s rn W 9.0 86.00 (74.68)- CL 9-r�96.AD 6 es a 0 oft �, `� o Srs. BG.00•.law ,.,__.____,_....__.._.__.____.... __-..«.....__. JO/N TO EXIST X-GUTTEk (76.08) ,, >0 CA ro rn - ..t�.:., (076-67) 10+31 .GR . - I � o F. (77.24) o Pp rn G �, _ D � -tomo �` � , ,, ,._...,,.... _.... ,_ . -... ........ . . . .... .... . ,........., ._ .. ..... _. . ._ , . . Z co o D r, _. roan . . ._. ... . „ N ca Z �1ZO _ �.. o1 Z coOT- � (Ln 3: �_. .�. _�_.._,.... __ _ __.u, ri M N3 Z Nb �`o D o r _ v m -� c _ .__ «_a.,_....,.. __ ... .,.. (80. 7) -�� n -� v�� . z ---------- Q3m vi u, C ti cD Z -•1 r-► ri to C N �► m m 3 _.............._ _._. _.__.«...,,...,_..,,..,._.., . .....e..,.__.,__. ... .4_ / no y rte • . . < . C `f. r► r r r+ r► r I� v nti M 0 ZJ Z7 cn Z Z 10 :o � t� C� r•* �-+ to �''� 2s V) n (T� a 4 6 �. o c/) cn c'1 O c� _.. O -1 c Z • G m c cn --------- ---- ... .. _-...: -------.----_--------:..__........... ._.... ..... ...... . ......__._«,....... .... .,_. fn z v ti ti a -t a R' Q3 rn WD _ . .. .... ... _.. z 3 `a r+ cn rn � X _ _.. -- - _ � - 2 R1 o an Ch n T.,:) rn _. _ �► - ., ocnrn 7. o c`�j a M ........................... ... -------------------- 0 -. _,----___-,__-__ ------. �--- -_ Q � N . • � I I . . : I 11 I I I . . � 7 � I I : S . : d i , i I � . I . I � i . � - z1 I 3 i , # _ - . i d . V.C .34 , 1 1. 5 t I . # 3 # R f V 6 N Ctl B .0 P 38 D ti , 4 { F}i 1 I , V {R{ < - - V , } { I V• 48.09 i R K ao K i 4 Y # \ /� i : 11 . { - , . •V }4,, # N lV I N } ttl N e l0 . �0 I . f I V �0 I 9 ii i J I I I . O ! 1 O } P O o s 1 f .6 r . ci . n ! # 4! �II E� O N O s �1 M C) �/� i A MM -. # 2j N t� S AN 1 Op .0-0 5.05%5 Q f c o � n r Ct t rap a1 �o , W �f of I I v r + , O �o +o 1� n I � m � h en �0 - - , - f 4 f it I , {_ I 1 i e - - ! , " + , . 2 < _ 1 40 4. �, Q '166 4. I Q < ort th % ExIsr G-POUNl) AT - . , I I . _ j ,i { r 38 3. E- W • S L. T V 2 WE P I < # +d . , . { J Z 3 { W t v 1 - , 1 + m , z {i . i 1r7o V.G. . < t 6 N V P. 0• 20 { 1 + , , O 3 0 Q , i g. 0 N I I It t I {{ i ! S O tV I 1 jj 0 - , i 1 f � w 1 # 1• _! I\ I , i 1^ { 1 f ! j U M N ° CU AR{ or II J/ {.� 1 t � t # ,- t b I 3 0 �o I 3 � f� i N n 1 i i 0 J i { M oo 0 of �i M I rn { . o o a + $F , . - , - .. ''nn Y' < I e , . i 1. < , e , , , + s , I ! , , : i < + , + e e + e < < , , ..nn . < t[i I , � , i f - , + , I'll I , . < + I , , , - - , # I ` I � , 1 < , , , { i I _ - # , - J - i i 4 , s --. - ! - _ - , , 1 1 1 i 1 a I ! I i # _ < I - - , i e i �TaO � + C , , , < 1 + < j ! • + : k t 1 , , - , t - V, 5 79 P. 4 I I } cp I , • _ I I 3 i 2 _. 1 I T - - _ V I O L 4 f 1 - T T F - f \ `+ - f i { < N , . i b +pX ; U W . i E 4i N ! i 1 , 1 1 O �f 0 f a Q a 0 # It 0 I , O f i i R i , +{ 4 - MM //y�� i 1 I �n M7 NJ I 1 1 I 2 a b / I N i i O rdl N E e , N i J + # V 4 i• N Z s N 1 2 ji N w 1 , ; I { 11__ f , . , , c : + < : ! , + l` , .._ �. _ � _ : ! _ _ . � � X50 f�40 . ` 4 _ f �o ► i • I # f { Z i i� ,/Q , I I K �7(!5T R � 3 8 O S MM �1 - < 3• 1 IS I M 3 4 , , , I f 4 S i . {{ I - 1 - # i 44 - /f,/ 1 - - , , - - , : 1 \ i' t . - . - - , I M m O i a + , ! f f + i : , : , « , + , < r I , . < I. s.. , > J= , .. a ... : }. , - f a . i t ! : , , J b I f d' 0 0 I I 1 1 . .. 8 1 1 ! , 3 1 I 3 1 t I I t i 1 F i % i - 1 ♦ z j jj i� E a 1 i I I 1 - { • - J , , _ . - - ! }]]] I 4 I i . I: - {j I # - y - ; I _ < , , { , I< < , + . - . I k s - , , , I . PROFILE I f { I i N R 1 i"2 7 . .f SCALES S V� 1 S F , s , : I '. : : . � I 14 4 + , + a t , + : I , , ' i , , t , , , . < : : . , : , , , • , ; < a i , { jit PL 3 # 4 5 6 7 8 9 10ArN SCALE = 4d i- - • .. � -1 _. . I - Y�*IIIII�� Nj_,,�-, __qr"" s. . HIGHLAND AVENUE OR NGE STREET jXee She-&Al.a.,e) � � J'ee .fh�f tifo.3) tJ W 4 24. I 33r 40 efr 3 "� Zz' 4' Zz n 4 9 50 51 52 53 54 55 ° 2 24' 5 4 T6.5_400- 400 ie 4 6.5 ,. - .;�all 4 BENCH MARK CONSTRUCTION BENCH M R Cal f O./W.C.!b,o+¢ 4 (n . /„_ w/zan ,WA';,�=_v"4 7 75 9 3 -+ °� Z.�of COUNTY SURVEYOR'S B.M. LEAD DRIVE NAiL AT THE NORTH END 0 THE 11 .:.: 4 i ,. �� 0 20 6 2,1 I V � AND TACK AT THE CENTERLINE NORTHEAST CURB RETURN AT THE INTER �, _ I c 6 3 - ID ON�6'3 ::,._ 0' I7 62.92 82.30 82.90 e2.00 82.00 _ 8/.96 99.13 3 �� OF BASELINE AND CARNELIAN ST. SECTION OF ORdNGE ST . AND JASPER ST. 1 �' 2` fo �. 3 :� C .5.F .B. 273/24 3 3• _ - �� — ELE:�ATION: 1 X64.01 ,;,• o„� � � .( rr ELEVATION: 1447.50 ` `• I . Const. ,azo A.C. Pavement �tih� ��F,� eo�� 1 7 -lop, ) 1 M N `e* +. . . _ '_1 — — — — - - • . �, 10� �h� 3�1 bb C, 16 e � \m ,b�f.L, L TYPICAL SECTION //�� 10 Q <I__ k 3 �� �bo J' , — JASPER STREET �� ���¢ — � C 1V . �� !t, / b b0 + g �,. ti r �� %\. �3R Dy�F . ' 3s I�A. 0 G�\ac' 0 E xgo�•�¢y GENERAL NOTES 6. • 9 1II �� III II I Construct P.C.C. Curb 8 Gutter per Standard No. 115, 8" C.F. (� . JASPER STREET • - - ----,------- — O Construct Type "B" P.C.C. Sidewalk per Standard No. 109. OT Cut existirn� pavement to a smooth edge. • O Construct P.C.C. Sidewalk Ramp per Standard No. 110. ; I 10 Construct Spandrel & X-Gutter per Standard No. 119. L A 16 Construct Pavement per Typical Section. .+ - I 17 Construct P.C.C. Curb only - 8" C.F. , `\ .11 I to Corlsfiuet ebncre*,e1oc4 WO/I A6r sem!Ne.30/ (f OZ. t Ztl.r-* 3L , 5-1.,e E4c�rd,p ,v.0 (U.�C d6,corof 4 cone,on-+ block) K •\ �\ . I \ • • • ASSOCIATED ENGINEERS FIELD BOOK REF. COUNTY OF SAN BERN�1Rp{NO IMPROVEMENT PLANS W. O. N0 • R • 0 ADD APPROVED STRUCT[JQAL SST, _ •3�.� R 0 A D DEPARTMENT TRACT NO. 9322 ROAo N0. 316 EAST E STREET APPR04 BY'; ONTARIO, CALIF. 911764 Drawn By by JASPER STREET 714 - 986 - 5818 °ri'" ���t.. `1•t� �� FILE No. ////// Checked s u /� ASS?, ROA. COW,WISS-Oh�R-f . � ��-' { I Izi W__4z_4-1_ AIta Loma District �— of �_ �Z' �-7� Rocc+"emertRod SY R.C. E. 2 1104 DATE ,� �}pNs AF'F'R DATE u � r s}{ Ej r/ 76-35 - - � . ,f . . .0 Q . . S� 0 wesr HIGH LAND- � AVENUE Q N 89' 3543 E _ ._._...... ..M.._._.._,, � .. .,.. .,...,.._�l �& ...,..._.»..., 04 ._.... »._.__ _........ ,...a_. U10 Ln °_.._.>�..._.._�.._._..___. 3 � n ,:... d3H.69 E . . .. .,, � _c ,� Ck 39.36 N.. 39.87 b � 0 < N N O*42.00 B•C•R �S < O{42.Gb E.c.R � :313.55 39.9 ►.. s 1>, U► _ �o ti I ... .. ...... _ ..._. . - - ......0.5 00 1. z U U w ._..__ 7 /8 /8 7 01 _..-_ _..- .... ....... _.. ._...._. : W• _. _...., . . 25 25vIS-As Hope k. a ClIz TA w W W Z �/' t�p .... oo .... 0,._.-. _.- ... n ._- ..,.. 5z ,... ...._ �.. a N _... _ _.... a . .... 0 4 2407 S.vC y� 2+00 8•V.c � fF�. c'400�v E r gw N 2.7/ 42.82 p 4 3.35 4 3.46 _..._. 43.79 W N - � 2-e SO _ .. � � 2•+50 _ w _. . .- _ C 44� p. 44.39 44,72 v Wry � r +76 N 2+ 73 (A2+7" 45.50 45-6/ 4 POEN T/cq C * v'!- w\b 3100 EV.0 3+O I.V•C3t00 F.VC 3t 00 E.vc Q47. oo � 4700 ENT/ 4'7.// 47.44� d. L' �f/fa? 3+/x.42 B-C 1 cL3+/.542 G.B--e 3+/5A £� c � d i J0 T CA V..............._..._.-..._. _ m S � Cq fid► � � - - � -50.492 ... � .._ :..-. ...... _ ..... ..- _ 5A./$ o p oo as ti ti ti ti c- f `r. 3+78. oo RAD PT cCi ry n �4 � � 9s 7�Gb .�, � c•� �/...,, _.. .. �•'"':--•�-•_....._... r __ .. 5 2.7 _... .. ..... . _ �, i r ti 't - 53-93 0 N. aQ 55./4 _. ._ • Sig C7 ._....._. _-_._....- �� h..I � 47 � `�• I rr Vy , t11 S (R ul Ln cl _ ro H E.K _ . o ro o� cn � � 08 � ab R x ' ro� cx ch ch 9 _ Z --4 0 O 0 I � � aid � D � « HIGHLAND �cd AVENUE '- (/) /V 89° 35'43''E ° � OTS> U N aa 36./9 .. . _.- ,_.. . ,....�_ .__. _ _. �_.._ .�.,..._ 36.57_._,.._..,..._,....,,._._„ LIP 0 �b D � (� � � � S o a�� \ N O �25 2 � 36.55 Z w_. ._. _._......__._... C _ t"' 36.34 0+26.50 E.� 36.56 n _ _ 36.60 Q1 - � - "p C {s, 35.77 - C � --� ��. 0f42.00 B•G.�Q o Q-r42.Q0 E.C.�Q rq Z 0.42.00 B•C.R �� c� 0+42.00 E.C.R 36 55 ` 0.050 XVC 36.67 > N J ('q , 3 S ... 36. to W 40 G.B 0+7 ` . ..- 0.5 O•r•, 37.0 36.88 m ° 6.3' /•F 010 o n n 11 u 3 7.20 CD 0 m - ?1 /•+50 B•V-C. /f50 B•V•C /+SO A14 37. 7.5 37.70 37.7 W _ . .. 1 j C D w /•►fig /+75 ..... .. f+7-q a -1 P- � DO co 11 11 11 11 _ ..,._......... .. .... b m wt cwi O W 2 00 o, 2•r O 2100.. __ y o c , N _ o 8 o 2 - 88 m + w 38• �.. 0 o N cnn S .. a V I A 399{ 39.86 399105 0 o �► v W c 2 °i .c 2+50 .V.C- C o 2f 5o vac fit� IIW/�I rn 0 1 N 2 2 O r .. 41.26 as o Y r. Dr W �_. v $ a :b n1, v � (� « Z ry �'c� ro 3+/5 42 3+/5.42 G d /.5,4t F-C 8.C. .!�/��Z �. 45.19 , W . 14 C TZ N �1 a _..... .. _.. �. _ �.,.. RK O v �N v ... a. .G ...... 41. 1 m Z •���` 'y 3+78• RA PJ'' '< ---� < 3 ... .._._. _._......,......_,.._,.......... ..... ..............._....,., , , ....._ 4909 0 ky m v•ter of �......_ ...._...... ._ ... .. ._.. .. . .. B.V.0 410 sow .31 II ul b 31 b, y � � I•.�• cE 1 ._...a,,........_...,. ... ._._._._... .........,. .... _... ,__.-._..._. , � � _...___. .. _ 5/.32 � C N-,_.. ,. .,... _.. . _ _ _ ... . . o L.. ry N 1t1 to '• N W fV Co b, f.. _._.: _.__._. .._... SOO .......- O `T. C3 I- • • , QQ EVC y + 2 0 0 � � � a �•, ��I � so a _ ... _ - ` IL.. CA rn JNvr 1 i f.. 0� . Z -� cryWZ _......._.. _.._.,.. .... .... ... ... . . ------ . . __ ._...._ _._. ,. ..._.-_ ..M_..._ .-_. ..._ ... . , . y ........_............,.__.._.. _ . ....... ............. ...... ........................._ .._. .... m a v c, a o• -t __.._..__., _.......__.... _,. - o o• _ Env- �✓ a ; �' :_ _.. ._. .._.. ..... i o Z , ....I,.� NDN~ ---. -.._ __.._-....._ ___.-.__-. ._-__._--.-. ._.......--._ _-__.-.-. _-...-.- -..-..... .__..-...... .... •:..r_w.........+re-u..ra�.+..w.•,.o.s..e.:.i.......nor.arsr iw.e e.......or-W..a,aax..a<e r0 •aeTa r..e.�rr.�e ftero.c<[fr xt. f. «�e.rc...r. .- t �.x^fr. Y -- x_ T T-. s.-.T1 Y SS_•:'x ..... -..--.. - - a Q.Z M-__ i V.R 5 f .65 i i a , -�S f f 1 I U i , t r I {{ { I I , 1 , O.0 W i J { {{ 1 v o } } < I , s o , O � i 3 , l d 4 V I m 6' 00 Gtn a m 0 , 1 N N N t , a O c m h 5 P 4 , b < 1. Q 1 $ 4Z O cyi �o -W" f , 7 O N +n � n , � v ^ N 3 4 } N * P. '1 <Rd P D CWEST � � X CJ/VD' r CURB E 6 R R B .L •� P 1 !Df'/�'T G/PO AT tij F N F '514 O a 1 i N 1 4Oc m 4s t 1 N , b F b V n O t p TOP OF WAST CUh' a' _ U � � b x p W * �1 �D d 10 Ot , 0 i 1 . 0 01 p _ � F 1 �n n ih N N 6 N + Q} >n �0 � l!1 • N v M Q' O O1 N 0 1 e i I d 5• N d' f Q � �F >rt1 N Q , , i < , : < 50 - - -r v N ON CURB CURB too Vt c N WESTcv N p /.66 b ' N 'TO E'S �° 266 VP•1. 51.6 / 0 00 ! t n f o ss.8`js u c F -N. Og i 41 * � , ao Ul 'I• m m v. . 4 2 � P . 6 4 U v cn a m o do < U �� sly � �1T O b o C1 a lei : i < : 950 5• ♦ LD C4 in �0 i• N N - _ m - y ` a m M m a 0 o , a o vc u � Sf7' �t C r a * V• m 0 O .0 N d 2• t N 1 �1 0 0 N N N U .P 7. V V. m v 1. � � , ./ 4 54 49 O �f1 tf) .0 S v ♦V t v1 H9•'87 U N 4 b b D �..L EX15T .GROUND Ar 4� �1 h�° 9.50 b a 1 .b V.P. 5 N o ao / v l W �1 i0 u o >n x i h U C iu s F17� S J�FA E AT � s1 M i r 0 • �0 n l 4 R i Yl - � 1� + t\ � i 0 + 0 , , F7NiSy SURFACE AT � � i _ _. _ __. . N b• _ _ _ , __ ., _ . _ _ _ _ _, _ ,_ a _ , , 9' >` I , } /6 6 0 N U V.P. 1.444 5¢ t} O \iC3 V5 U Yj o I m V.P.I. 51.65 �i 3 41 u19. i• I tl o � O 1 v m a _ / r AL p I Io FX ST `GROUND RT E`RS �V 3 3 s\ s s o 's � g � � I al 100' VC, �o O o { cv m E 2 � � k a: 4N N 1 N ', cv V P. 1. 4 59 0 O h V. C cn N V.P J. 49./5 O N ti U r Cu OP T R8 � to X1.42 951 ti I f � N � � 0 { u X N Al e JIB 1 ON c reB W o j F IST 6-ROUND AT FAST�L m �d /B 6 o g0 o rn 95/4 n ato n s l m o m v N D i v m O t i O 414 2 4 O i F { W ad + �S T F` ST CURB F * dP D EA F b 99 * _N N Q N I K F • O V 8 '� N , i N50 - 3 t cR • � � � - r 7 - �0 1,66 % _ < ON CURB tj I , o 9 1 � s d L 9 7 o. Z- o i 0 s , v f < x f < i I F > N N I i 0 a m 6 s o o i i f 2• i , F . o � . < . , Irl N (V O i J Ai i t i < i I y x V A ¢ Y S i I f 0 { 1 5 i 4 I a• 3 0 } i i . } , < i 1 f i { {i } 1 1 j! 1 f Y [ 1 1 .7 5 { O o , q OFILE I i N F i 1 SCALES R Z S E S ,�z t , Y�. I 4 , ♦ ♦ , , , : 4 5 0 1 2 3 4 5 6 P L A N ` O 2 3 SCALE I = 4 CURS CURVE DATA A = 90°00'00" 0 A = 36°44'22" © D = 257°78'44" I _ _ = . �,►�. R 20.00' R 60.00' R 40.00' 0 L = 31 .42' L = 38.47' L = 179.75' T = 20.00' T = 19.92' z. F t / Q � T _ 1 17 M •00� a 5 �, 4 ' a 16 A 22' , h W 4' / 1 I 2 3 �� ����o w 4; �j 13 '� 14 15 �* Cl II I I-I ice. *- b � 39 p M 6.5 .N IAF I tp c� .99 S c oA �► 6 1 , I 2 L Z h 5 , Q W •f c -s-9 � � 9 F �R2 - O 53.oo 82.30' 62 30' 27-82�) 3e.33 S 6 ��+`y I ,���`F. I /�2 ' C 63.00 82.30 952.30' 27.82� 35$� s 1 1z, 4xk r Gr" _ � Z� A- 03�6°I U , iV o !1 0 �� V �G N 3/5.42 11 N oo'24'/7 W ���� .(r'L 62.58' �,�V 315.42 N 0o 04'17"W 62.58 450 79 T•C 4' _ _ _ _ 378.00' __� G2.?9 FL oo 10 o"��,�� �� 378.00' !1 �j 0 G 57.64F.L C, b� 10 P'1 °� � I! �� •�' v 4, �� 2?V a�� N tn 16 �V 16 " Z I F o 19 Q` 6•V ! I ti 63.00 82.30 82.30 " 27.82 358 �� T d X20 1 952 63.00' 82-30, 82.30' 278 358 � 16 � J a I fx 3- ..j F �� 3 r 13 0 „ '6• 28.8e 39.62 18 t ° �� 1 �G 28 8� 39 62 12 i i 10 P� _ ,�°` II I I I ro 1 2 4 '� 23 2 2 4' NII � o _ 9 � � � 10 21 6 1 8 a 20• CONSTRUCTION NOTES O O 11 . Construct P.C.C. Curb 6 Gutter per Std. No. 116, C.F. 15 Construct P.C.C. Sidewalk - Type "C" pdrr Std. No. 1109. CITRINS STREET VIA SERENA 13 - Construct P.C.C. Curb only - C.F. varies 6" to 8"' ® 16 Construct Pavement per Typical Section. 18 Construct Sidewalk Ramp per Detail on Sheet No. 61 2525' 3 7' /a' /e' 7' a' 5,5' 5.5' /2.5' 6.5' 0.5 • W LEVEL 3 l5 0.05 0.16" LINE i i : j 15 11 11 15 j A Construct 0.20A.C. Pavement ASSOCIATED ENGINEERS FIELD BOOK REF, COUNTY OF SAN BERNARDINO NO. . � IMPROVEMENT PLANS W o. Q ADD APPROVED S-rRUGT(/Rf7L SECT/ON ��'31 �� ROAD ' DEPARTMENTTRACT N0. 9322 ROAD NO. ,rY,PICAG SEcriow 316 EAST •E" STREET Nvigned By APPROVED BY Y/A szR6t/A ONTARIO, CALIF 91764 Drown a y,n,.,� CITRINS STREET & VIA SERENA FILE NO. C'/Tib//VE STiPfET 714 - 986 - 5818 j Checked By (r ASST. ROAD COMMISSIONER-t1QGR. DAiE + h_ lid--� (� = O • t/E.Pz' / -5 Alta Loma District --- "-- �lCALfS' AA IZ-Z„�6 R�comm�ndtd By Ft.C. E. z 1 . 4 DATL ARK REVISIONS APPR DATE uN N N R 31« SHEET _.Z_ d �- 76-35 � i