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HomeMy WebLinkAbout829 i i j I, BENCH MARK No. 26 Fd Chiz " N " end Curb an Baseline, NWC Beryl Ave, and Baseline Elevation = 141.5.556 F HO C A M "'O� N G A OF R A N `� C AMEN' i i I E C t i t ONE 000 ONE SON MEN MEN NOR MEN MINE loommoft., NEW or—ILONE A E S DENVA .." K PRO ej E N*._� T i NORTH SIDE f BETWEEN A LT/a LAMA HluH SCH ' AND HELLMAAN AVENUE f NINETEENTH ST. ` U) z P W Uj I H (-�, g '� ° a� z �o < U)z < (D W ----------- Sheet Na. 2 --------- --�--- Sheet No. 3 ----_ J w w Z �. = S.PR.R. a: a= u; W � LINE c�� co a� cry �t <t BASE 0 d N BASE LINE w Q zi Z W W z M �I Z P JECT SI°T ; ! GENERAL NOTES L E G E N D INDEX MAF W �¢ CHURCH ' ST � � g Center Line Cz � ( __.IM 1\1 1/\ I.-� ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY`OF RANCHO CUCAMONGA -- Existing Right--of-way `� STANDARD DRAWINGS, AND THE STANDARD SPECIFICATION FOR PUBLIC WORKS CON - z w ! Property Line . W < z j T UCTION�- LATEST EDITION. __ _. _ Existing Improvement FOOTHILL. LBLVD. � 2:- PUBLIC AND PRIVATE UTILITIES AND ACCOMPANYING SUBSTRUCTURES SHOWN ON II -�------�,---------�-—�--- Existing Edge of Pavement THESEPLAN A FROM AVAILABLE 'PUBLIC DATA, T CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AN PROTECTING SUCH UTILITIES AND SUBSTRUCTURE Proposed Improvement Remove Existing Improvement stir ¢° - AS SI-IOWN WITHIN THE STRUCTURE LIMITS. DAMAGED T SUCH RESULTING FROM VICINITY ONS � RUCTION' OPERATIONS SHALL BE� T14E CONTRACTOR'S RESPONS' IBILITY. I � �" Construct P.C.C. Improvement � f 3.®- THE CONTRACTOR HALL NOTIFY THE FOLLOWING UTILITIES REGARDING ANY PROBLEMS, Construct Asphalt Concrete Pavement GENERAL TELEPHONE AND ELECTRIC =; Existing Water Meter w/Box Daytime: 986 3363 Nights:. 623 5343 Existing Power Pole CUCAM`ONGA 'COUNTY WATER DISTRICT } ---� Existing Pale Anchor 987 2591 SOUTHERN CALIFORNIA GAS L98481 C.�� Existing Private Mai]. Box SOUTHERN CALIFORNIA EDISON Existing Chain Link Fence l 987 2691/ 875 6420 { UNDERGROUNDSERVICE ALERT Existing Concrete Block Wall - p-- �-- Existing Wood Rail Fence -8t�0-422 4..133 g 4:-� FOR I PECTION WORK FOR THIS PROJECT CONTACT THE CITY O; RANCHO CUC MONGA11 ID Construct 6"' Concrete Block Wall ENGI ERINGn DEPARTMENT (714) 989 1851 FORTY-EIGHT (4 ) HOURS PRIOR TO THE REQUIRED Existing Fire Hydrant DATE p4 Existing Water Valve 5.= FOR URVEY WORK FOR THIS PROJECT CONTACT D ! H, GUERRA AND ASS CIATES, {N Install ��3 z Pull Box (714) 983 2739, FORTY-EIGHT (48) HOURS PRIOR TO THE REQUIRED DATE. �)i7 ` � ,-,� ; Existing Shrubs or Ground Cover Plants 6:- THE CONTRACTOR SHALL OBTAIN A ,STREET CLOS PERMIT FRO THECITY OF o Existing Tree RANCHO CUCAMONGA ENGINEERINGDEPARTMENT (714) 989 1851 FORTY EIGHT (48) �`� Existing Palm Tree HOU S PRIOR TO STREET AND LANE CLOSURES ASSOCIATED WITH THIS PROJECT, • Existing Sprinkler Head 7®- ALL CO CRETE OR A.C. PAVEMENTS TO E V SHALL W CUT AT THE ' _ '°•,_ Construct Asptlalt coll.crete Pavement oVerl�ay *, DILATED' LINE OF. REMOVAL OR LINE: OF JOIN IN AREA THAT WILL NOT E CAPPED. . 8- ALL A.C. OVELAYS SHALL E FEATHERED FROM THE JOIN LIN FOR A OOT TRANSITION. ,4 j f TSS/ ,40- �w . UA J 11 +� `� At ' 11 a ' 1 6 L d' n *# rm rn w EXPw ,.. >..- 6 V, �v o ii • _ t t CITY �F RANCHtJ CUCAMC�NGA 1 3 : TITLE SHEET of. i BASE LINE SIDEWALK PROJECT NORTH SIDE BETWEEN ALT L A HIGH SCHOOL HELL AN AVENUE APPROVED BY DATE ,� M 4- , CITY ENGINEER R.C.E. 23889 f DESIGN DER SH, GUERRA '& ASSOCIATES, INC. RECOMMENDED 124 East "F"� Street Suite 12 Ontario, California 91764 983-2739 DRAWN SHEET O F 3 CHECKED DRAWING N0. Jn 829 lawTED E DERBISH E. 28476 DATE fi I , f I BENC ki MARK No. 26 Fd Chiz " Z' " ,end Curb on Baseline, NWC Beryl Ave. and Baseline • , Elevation = 141.5.5 • .. 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G."�i9 �'/ -�� �:"Ca" �� M 1 e '° - X N to CS to tq° Construct sidewalk per Std. 31,1 v d tsi Construct curb only per Std. 301 0 � i a ^ 1"� ' Construct drive approach per Std. 305 a .r o q 5010 �Y.14T cuRe j W 4 Existing mail box (protect) a v � Q C' �- U ti - Q Remove existing curb only �V WLY. 9 t2�Mo�e arxttil rt3pTTOM 4LAB A Q ► {� Cd iZf tz GOtJ�i'r2 U G•f All :a t A o W o � 'E!'7Q t/E EX .1UN/PE",QcS .9cS �'E Q U/l'c EG7 �' ? Remove existing drive approach and reconstruct per Detail "A" and Std. Drawing No. 305 �o �GaL v W vv ESS Install #3k pull box per Caltrans Std. Dwg. ES-8 kjl �' ► `'t. ° Q� W y --- ° $ Install lk" rigid steel conduit with pull rape per Stag. Specifications v I y 4 9 Construct Special Drive Approach per Detail E and Std. 305 up f o� 5 w cv 22 I� � I �h �vMrn • . _ y Reconstruct spandrel as shown see silty std. 308 VV 17 1'o v q q . I o �vt �- F a '� tl� c; o U I 0 I I� I k ' �F CI ��� : ... �t Install street name sin per std. 4010)b and 402 9 ���Gu;a `y �' ~�' a"� ' w•, li °u w ,,, h M yQ �► � I ilk � � p• h oto o \ J OC. f -r go cxv 2- hit , I t ea a �- ►— CITYOF RANCHCUCAMOONGA J , it 4 I� 1 w� � s IMPROVEMENT PLAN 0 h t, I` U 'Q: 5CQ rCATPar? TO 3otn.t x �, v,, ��� � � �r�I/At h®� / PE w . ® �,— -.-�- �� ►, -�; .�o% ------- ---- BASE LINE I D E WA L K PROJECT 0 u, A \ � � �, � 4- 8 •q � � s olw-- � -_.��-r�ovE- �-x. ,_ � p ,� � -- �, �, T . .9c^ ,w.�T. Q �} W W a 'J X, AZ, VNXT. J�.E A h Ex�sT GU.� W �, , JQ �, c�TT�,� �► �► O J � � --:� NORTH SIDE f u , G W a O/Ve % y �l �j tv �, h ,��, �� q w 44 l� ll r fit` 0 w v Vz w _t: 0 q ° d cO�tyT A.G. pvnn't oV�rzL.a�/ .. ` 4 �� �, - V ,, BETWEEN ALTA LOMA HIGH SCHOOL AND HELLMAN AVENUE h�tAVE ��Ci�T A M`f G0NyT Co Tit ItCV- A.G. 7a lll a d, SCK w �� Ot v v c, a (�o�. H 0. V Q \ h 5 a cu e W q X J �, 6 PvM T. o►J IV" G0M1PAC-rr V N.4TtvG MATet21AL.. Ih 0K�p KV)W t � � WQ4 ��H� ?va �v VWV �, �� l� �W� �, "� pW p d F- GATE .- T P �y �19> y 4t o'v '� 0 a g Ct40-3. APPROVED BY a Guszo, o � w CJR V V ♦ cc�rl5t crJr�$ GcJT1"�t� Pt;tz tiTD \ `� W ` a W W N e CITY ENGINEER R.C.E. 23889 40 , 2 .. 1�1�.�1 L 11�� OAV 'i'S�(�1G A.L. 4ea I®N DESIGN DEI~ H GU R MATES I RECOMMENDED G tS ? I400to.`iZ rrrAtJy°t-l'lor l I rate loo or- too V-4. 1400 412AC1 CFI ..ej.��o' QLD 93.99 G2A17E OCI('�.C+j.(t"a - STA. -�410 To Am 41-E•01.5, 124 East F Street Suite I2 9 VIS Q� %��� --_ __ C=�.��� 5 .k °4 `V 0 o c "(�� T�. \�Q QQ /�) o� �. o. Q ya.,, oo `' �.��. Ontario, California 91764 953-2?39 .� °�a DRAWN SHEET �fl tk db m 1395 V Ci 14 't, u y U� i3ss 1700170,15e12 '(G. '1iGo t.t/o �; �t` --��, CHECKEDk. DRAWING NO. 17ICA w� t��.-t",�.►t•. N w� ��� � -3�,f /4 � � Duty '1:G. 3�t�/a � Ifit' 1&� y'tA. 40� t2.79 �.QQ TOP CU PROFILEC 3.�r®/o TED DEt�i3lSM R.C.E. 25476 DATE 829 Ov �?GAL�• 1 Q (390 SCALES: VERT. t =2P} 1390 •� i `��. I( VERT. i°=8 -_., k i `� t2'zne tl' - gi oto �u! `0 yew PLAt-1 F"Ij BENCH MARK No. 26 SAT 61CAr71; 4t.of 1%1 v Fd Chiz " R " end Curb on Baseline, NWC Beryl Ave. and Baseline 7'" ' �_ ' tx� Dem af� t•R Elevation 1415.556 • - X ;�i .1q VZ�N , felf iJGR-TA.. PavtMt1aW '�o W - ►caL y>✓�•rlo>,.l .. A.G. f'Ar�.t>�r•l•)' S1VL'TVJ4LK- 8 Si a 2 .eNiyovE�-A5'X ✓a.+/�/� s .+s .rE�b. 3 G L b A - h -- 0 . STa fo L rc.c. c.+P y A r 3'* � ti Z - � W e � � � � � � n'� BA.P sl Lk e v : Q h y * s,9,t-r4 oc► I a n M h y h 4 : v W �► I ,( \ �' °r � '` 3ti h a *i ti c, I ",' W o Q o I� h 0 a b h y oW W �1 }II 'V W �) I t/X ki Ito ZS P D �b b v -- I _ I 5 ` e a , WI INI Q -- -- -- MArCN l�X/ST�N4 k P T s 12 t 1, N c O I I} I Q Q / pVk.T.4'rye WALlL 4 I P w OPI S7 2 r�lcl� A.G. i C P # (8 - htv h 4. o �' L E �� x � •� � N � - ' � 42 � !_ , i*---r x-��-1 I CO1.1S7 2 ?I-IIWL. �.,G.�V1�lT• , b ��� W Q �• ---'r — —,i,,1� :✓ `l,i,=�„ -„-_.�--'��, d p q ` .r� sz yyy M/l�. ' -. Q� _ . a C � � — _-i-_ Ir Ilk! In .._ _._s__ —�_ _ __ --_ - _- _ __. _ - ___-_-._- i_ _ - 'a. _ T_ _ _ }- 0I +soo co ooa oQ oe 'J rco• 000c-d�� f_� - OETA/L ex/ay 4�s ,•,�.� 4 a 3 – — ----- -- -- -��__�-- - ` JU _�h _ 1 6 �A z q X/S7G G IS A4I/ Z V _ 7 ti — - .PE/yD✓E 5 L —��V -� CY LINE 18 Of ''�� a�� BASE � 3 - a 3�� WyW d 44 , /00' RC h _P.L 61e./7 - - o7• GegDE oelr t O.SO'f'. O OPLn/LIEAD JO/ti/T P „ * -pr f e,9,P CO/V7 AT a/r57- ��' �� � � � G CXposco cou�eso '• �-• 1390 1390 e I 81 � h? no � � r►. '► k M� W 0 � V � �1 1385 ----.1- _ ga !o► �h �� �I�; �b ,�3 C.PEA.t' /N727 S//OE OF Gam'/ST .v �' - '. b y b y t�4 k ale 0 7✓ - �1 1385 CRTC/./ B/9d/N ANO fb.PM EX. YC. 3G t O.SO y f 6,X P se*C C-C B”X Z 4^ OPEN/NG - /„,Z• 1380 ftlT TC. 36"v/e f 1380 TETA1AA11A10 Wgez,OZ-7WIZ TOP OF CURB PROFILE I _ --- -- - . SCALES HORIZ. I'=20 , /tS0' d BSO' VERT. ✓.JP/ES�6EE/°Y. (o - G 7 f� y IjJ G rilOc'” dG0�2r 777✓O/N EX ' �•/SLOPE-G.PACfSEO '91PE'AS• i - ' . CTM/TS •, • MAX O \ x ! 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L 1u d m I I �x jE �' N h ` I �AdE tlNE A010.�0 TY�/C�1L dEC'T/O/1/ W to� k �I Q k O ^ f O \1K U V - - - - — -- --- - ATS. 5�G 1 O IJ b t7 b p .� � - �4' --- ��� �� m � � B A S E �� �Fs� Awv � � � bti - 47- - - - , �,, h LINE _-- S 49 5 I e0/VSTiPUCT/O/V NOTES 0/0 A •SO' L• Y.9,Pi ESV�/�►tILI+I`�/ o a--Construct sidewalk per Std. 311 WY- Or � p• .rE/70l/E EX A.C. O.r I t YAP/ES Vi9.P/Es SEE' PYAit/ ►JoTE: i�lSTALL LUR6CD WW Z�--Construct curb only per Std. 301 (For Dw See "Chan 8-8 sht 303) y p Y• Opp ,� ! , >�� veTA�L°e^wNe�e 6►Jowu A c / onl PtA 3&-Construct drive approach per Std. 305 u - // \ 4.S'-STA ¢St0S.G TD SrW 3 Exisr .eo oe w Existing mail box (protect) I a -sTs <�*mss ro srq a�soo °v pz v S Remove existing curb only o� 0 S11t_6Rsv,� U 0 `} Z' cio I 6 /.4 f — 1- z1n „ ' b L50 — oorosr .�~ .qc. ae 6&—Remove existing drive approach and reconstruct per Detail A and Std. --_- ---- ,t0 �r ""�� 38 Ex. /vr. AYroT. pAI A-Z AI 41 11 1�el IfsSNOi%V y► Drawing No. 305 \\.L .: Ex Ac ✓ryT t Q / /N,STALG b" 7..S/Ck .SQL CO/'7P,9CTE0 /VAT/4E NIfJTEP/i94 �' 's. _ W �' h a-Install #3k pull box per Caltrans Std. Drawing ES-8 G c.t ae�es CO/✓ST, CG/�PB 1, GUT. PE.P STO. x`.30.3 i v�p 2 a--Install 1k" rigid steel conduit with pull rope per State Specifications 0/_-00 '��o � - - —-- _ �r9SE G/I✓E �POi'➢�' TYP/�'.9G SECT/ /V - _ O �� •_ `� 2 3 A 17 Construct Special Drive Approach per Detail "E" and Std. 305 ST.q •:z,Ae5.4 727 9__�•¢ COQ_ ,K ( tc.c. (a'r'rL-/Z WOOM *Aoyoo 01J ft A+.l�j - ` S' W= cSEE PLAN S' --- _- C- SEE PG.9N �!�•-�At1. 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