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HomeMy WebLinkAbout1256 GENERAL NOTESco STORM DRAIN EARTHWORK QUANT. BENCH MARKt SHEET 5 ROADWAY EMBANKMENT (RAW) 4349 CY. 1220-A ELEV. 1128.039 I. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF BRASS DISC. IN S. END OF THE WEST RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC ��' i NOTE , ROADWAY EXCAVATION (RAW) 7777 CY. CONC. BRIDGE ABUTMENT OFA STEEL WORKS CONSTRUCTION - CURRENT EDITION. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERANCE TO THESE STANDARDS AND PARCEL 1 p DENOTES STREET TREES GIRDER BRIDGE ACROSS THE ETIWANDA SPECIFICATIONS. Q PER LANDSCAPE PLANS FLOOD CONTROL CHANNEL, 1 .4' S. OF 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, S. HANDRAIL, 8.0' S. OF S. RAIL, 9 WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE p POLES E. OF ROCHESTER, AVE. 10 112' PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE �� D E. OF MILEPOST 95 8 2.1 BELbW TRACKS. IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, RELOCATED OR PROTECTED w IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. -- - �w QUANTITY ESTIMATE 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIM- a j : I 1--, v ITEM QUANTITY SELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TOI I 0 1 CONSTRUCT 4" A.C. OVER 7" CLASS II A.B. PER C.R.C. STD. NO. 201 loo-A 3 49,860 S.F,evo O EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, l-Ll I A CONST. 4" A.C. OVER 10112" CLASS II A.B. PER C.R.C. 9191 S.F. WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. PARCEL 2 I PARCEL 3 PARCEL 4 PARCE 5 LL.I I I 2 CONSTRUCT CONCRETE CURB (8" C.F.) 8 24" GUTTER PER C.R.C. STD. � ►o+ 33 29 L.F 'p`,L 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING �I-' I t� 3 CONSTRUCT CONCRETE SPANDREL 8 CROSS GUTTER (10'WIDE) DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF LtlL RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. LLl U I PER C.R.C. STD. NO. 308 1325 S.F. 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING f-�r r 4 CONSTRUCT CONCRETE DRIVEWAY APPROACH (COMMERCIAL) r STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS j5751 (W PER PLAN) PER C.R.C. STD. NO. 396 loi-0 3 © 92p s 2796 S.F`> 3�oy.Fp WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT - - --- - INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER -- -- -- I STORM DRAIN 5 CONSTRUCT 8" A.C. BERM PER C.R.C. STD. N0. 313 85 L.F. AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. �' I SAN MARINO STREET SHEET 5 6 CONSTRUCT CURB OUTLET (W=6') PER C.R.C. STD. NO. 506 I EA. 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, PARCEL 6 7 CONSTRUCT UNDER SIDEWALK DRAIN PER C.R.C. STD. NO. 5,9Z 161-15 3Q&, EA. MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. 8 CONSTRUCT MIN. 0.10' A.C. CAP 6825 S.F. 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COM- 9 INSTALL STREET NAME SIGN AND STOP SIGN PER C.R.C. STD. NO. 401 8 402 STOP SIGN 2 EA. PACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO INDEX MAP ST. NAME SIGN 2 EA. COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE _ 4TH ST N.T.S. COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL 10 INSTALL TYPE "L" MARKER PER C.R.C. STD. N0. 403 (10' O.C.) 5 EA. PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. II CONSTRUCT. CATCH BASIN * I PER C.R.C. STD. NO. 502 (W= 4 , V= PER PLAN) 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO 8 LOCAL DEPRESSION PER C.R.C. STD. NO. 518 2 EA. THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO12 CONSTRUCT MANHOLE A PER C.R.C. STD. NO 510 (PAGE 3 OF 3) VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT PAVING. 3�' 14 3� �' (OUTLET DIAMETER - 39" OR LESS) I EA. 9. PRIOR TO INSTALLATION OF ANY PAVING , A MATERIALS REPORT SHALL BE 18 '8 3 I 18 3 13 CONSTRUCT 18" R.C.P. STORM DRAIN (1750 D) 78 L.F. SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS 13' S' � 14 REMOVE 8 RELOCATE EXIST. TRAFFIC SIGN PER C.R.C. STD. NO. 402 1 EA. COMPLETED TO VERIFY, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. z z I 15 SAWCUT 8 REMOVE EXIST. A.C. PAVEMENT � EXIST. A.C. BERM 655 L.F. • f-?5 '5 3 w- 3 w i 16 REMOVE EXIST. 24" C.M.P. INLET AND PLUG 24" R.C.P. W/BRICK 8 MORTAR I EA. 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS (PRIOR TO FINAL PLAN APPROVAL). 1 r''y�� T >a c �� >o EXIST N.G. 17 REMOVE EXIST. 24" C.M.P. INLET I EA. IS A<� Ewsr N.G• 3 15 ��SOF 18 JOIN EXIST, A.C. PAVEMENT COLD PLANE 0.10' MIN. FOR SMOOTH JOIN L.S. 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A IA p 18 'I' �' ROCKY MATERIAL THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS 18 ��� 8 vAaIES 2.o8yo 8 VAeIES oe% 19 CONSTRUCT CONCRETE SIDEWALK (W=4') 8 RAMP PER C.R.C. STD. �0 163 A9S�F406 S.F�326ty.F.© 1.S °r0 . -- 2•/ LG2/ 1 '1(v o WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE _ _ _ f - _ 20 CONSTRUCT CURVILINEAR SIDEWALK (W 4 ) PER C.R.C. STD. 304 3425 S.F. FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE -- MATERIAL. Zo A z io 23 CONST. 24" R.C.P. STORM DRAIN (1500-D) 31 L.F. Z I 0 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT 24 CONST. C.B. #3 PER C.R.C. STD. N0. 504 (W=10') 8 LOCAL DEP- PER STD. N0. 518 1 EA.REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE TYPICAL CROSS SECTION TYPICAL CROSS SECTION 25 REMOVE 24" R.C.P. 9 L.F.. UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL BUFFALO AVENUE BUFFALO AVENUE 26 REMOVE $ PLUG 6" SEWER TO APPROVAL OF C.C.W.D. I EA. PAVEMENT WIDTH PRIOR TO PAVING. 24+50 TO 26+90.36 21 +33.59 TO 24+00 27 REMOVE 8 PLUG 8" IRRIG. I EA. 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE 28 INSTALL STD. C.R.C. T. LIGHT (9500 LUMEN )0Y 8Gr_ �+ 0 AND FAID FOQ 6Y "A CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN T1= 9.0 R= 46 T= 9.0 R= 46 �� -o -� 3 9 EA 41:A. D 1 RI 0 S SEE ® FOR SOUTH 5 nE SAN IAA N 2 DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID ANY 29 ST. TREES PER LANDSCAPE PLAN - 56 EA. 21 �A ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN 3 `- OORDINATED AND PAID FOR 6T 66' 30 INSTALL STD. C.R.C. ST. LIGHT (5800 LUMENS) 5" QCE (CDEV e�oreR) 2 EA. ``.�.. THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 3 32 INSTALL ALHAMBRA FOUNDRY CO. 3"xl 2 1/2' RECT. CAST IRON PIPE AND 33' 33 ADAPTOR (6" ROUND TO 3"xl 2 1/2" RECT. PIPE) OR APPROVED EQUAL 57 L.F. 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 401 AND 402 J ©1t.5o'yS' 20' 33 INSTALL (R-26) "NO PARKING" SIGN PER CITY STD. 11 EA. bEA.p ) SHALL BE CONSTRUCTED AT EACH INTERSECTION. 11 22' U 11� J 34 CONSTRUCT CONCRETE COLLAR I EA. 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM 1 A: x.50' VARIES VARIES-1'S To 14 - LEGEND ARROW HIGHWAY ,,, RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED ( AN, e' To 9' SEE PROFILE �Q W w 05° EXIST. A.C. 11� I o501� H.P. HIGH POINT z o� �• DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL BE I ' x 3 I` C.R.C. CITY OF RANCHO CUCAMONGA j JERSEY BLVD. w PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 19 PAVEMENT 3 3 > 2 ogo�a 1 18 3 �w Z e 9 ` B.C.R. BEGIN CURB RETURN a A.T. a S.F. R.R. Q 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, 17L� {• P.I6x Z �• E.C.R. END CURB RETURN ORDERLY STATE THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON .l•r M.H. MAN HOLE Stn STREET w DAYTON REQUEST OF THE INSPECTOR. EXI ST. N G 15 X C.B. CATCH BASIN w m DRW SAN MARINO ST. 3 E �s�. �`'''!© A.C. ASPHALT CONCRETE > > 17. CONTACT UNDERGROUND ALERT 1-800-422-4133 AND THE FOLLOWING UTILITY 4 I R.C.P. REINFORCED CONCRETE PIPE SHEET 4 6th STREET COMPANIES AS REQUIRED, 2 WORKING DAYS PRIOR TO EXCAVATION. 3 S.D.M.H. STORM DRAIN MAN HOLE SHE IET2 w 18. THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL NOT BE TYPICAL CROSS SECTION R/W RIGHT OF WAY z o PLACED UNTIL ALL UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED, CENTERLINE x a ALL ON-SITE IMROVEMENTS INCLUDING ALL GRADING HAVE BEEN COMPLETED, AND ALL UNACCEPTABLE ROCHESTER AVENUE 5'TA. 3�}�-83.9�o�v 37+47.-^ S.M.H. SEWER MAN HOLE > U- u PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE SATISFACTION OF THE FROM 32+21 .65 TO 40+77.09 CITY ENGINEER. _ V.C.P. VITRIFIED CLAY PIPE SAN BERNARDINO m � AVENUE n CNAMES SM»� AV�Q a>` C.M.P. CORRUGATED METAL PIPE PRIVATE ENGINEER'S NOTICE TO CONTRACTOR T1= 6.0 R= 46 C.M.L.BW. CEMENT MORTAR LINED 8 WRAPPED WATER MAIN I. THE EXISTANCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE - W WATER LINE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE F FUEL LINE THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE CONTRACTOR IS REQUIRED S SEWER LINE LOCATION MAP TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR �` ® stir smearr34 STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY T.C. TOP OF CURB 0 SCALE DAMAGE TO THESE LINES OR STRUCTURES. F.L. FLOW LINE AJ4,,J FULL 51czcc.4- PAQv.ws►y l:vAr904EME.]T5 As sunwo 04 3 s0ce t 1.4o;:6 r0C CU.f."l8-3Z 6Y: L1,.�V,LLf C.Fe. -2 G.B. GRADE BREAK 4 3 3 3 CONTRACTOR AGREES H SHALL SSU SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE 3 2. R R THAT HE HA ASSUME O E 0 D T. I >; 3 QROFESSjO ® At7DE 9 L GNT9, TR Eh, 51pEWALK,Aud pRIVEWAY ON T THIS CONDITIONS OF THIS PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY THA I o o - S- > > 5 uTH ylpi; 0� AN MARINO SHEET'. pR � -21 Z.- tel? REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT LIMITED TO NORMAL WORKING HOURS, AND THAT 3 04 `��Opp►.KU'F `"z y 6 ADDED NOTE t STRIP111G ON SHEETS 2 Rt4D 9 OF 5• i 11 4B THE CONTRACTOR SHALL DFEND, INDEMNIFY AND HOLD THE ENGINEER AND THE OWNER HARMLESS FROM � y r i � � 8.22-?8 ANY AND ALL LIABILITY, REAL OR ALLEDGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON 1 ► 22. 2Z 11' �' W No. C048 5 ,R CITY THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. J REVISIONS PlZE4AR1; 0@wk60 DESCRIPTION OF REVISION GATE APPROVED >- I� THE DIRECTION OF s� C �I �r rv11. _ 4' x.50 3. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES c°•5° 4 I OF CA CITY OF RANCHO CUCAMONGA TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. 0.50' ZI Q�� ' 0.50 I ,r A 4 - Az- 4. v THE CONSTRUCTION ENGINEER AND THE CITY OF RANCHO CUCAMONGA SHALL NOT BE RESPONSIBLE e Q 0.07 4 F j Z IN ANY WAYY FOR THE CONTRACTOR'S AND SUBCONTRACTOR'S NON COMPLIANCE WITH THE "OCCUPATIONAL 2`os /o Z 9�0 GONG. 891' SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR OR WITH THE STATE OF _ 2% - 2% --� SIDEWALK T000 L. KURTZ RG6 483 5 TITLE SHEET CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS". 2 - o a '� 2 DIG, 60. 30 JUN 00 5. CONTRACTOR SHALL VERIFY ALL EXISTING ELEVATIONS FOR STORM DRAINS AND SEWERS THAT ARE I z 1 K.J. MULLINS &ny50G1ATE9,ING. BTO BE JOINED,ER PORTED TO PRIOR TO THE ENGINEER CONSTRUCTION MMED ATELY NEW FACILITIES. ANY DISCREPANCIES FROM PLANS SHALL PARCEL MAP N0. 11222 EXIST. W.G. APPROVED BY: I DATE: �L 88 L 7 2239 ^K CITY ENGINEER RC.E N0. �. TYPICAL SECTION �� � �?`' c�,�`�? DESIGN RECOMMENDED JOSEPH B. HYDE P.E. a' :_ �` T. ��Gj. C.K. ONSULTING CIVIL ENGINEER p4A �f 3a SAN MARINO STREET © r; t ` z/� r,/ (ONLY) �' s "'s' a No, 1"'131 602 HILDA STREET DRAWN SHEET + �'� f �'�` ANAHEIM CA. 92806 0+70.55 TO 12 47 82 :� J z � 3 • �L. _ f . �� 3 - 5 � M.F 8 D.B. I7I4� I Seoo of TI .0 R= 46 � HE K ED C C DRAWING N0.C E NO R. 12491 • DATE' FILE NO / .. 'o - - . .".",��-...,.�,.,.,�".-,.,�",�.---. -- -",-.---'- .- .......----, --,--------- I - -.11-1---- �........... , - �- ----- - - � -- - , -- I I . -r-- .-- .-"---.. ----.-.�%-�.----.,---�"--- -,� -,--%- ".----,--- ''- -- ,------------- "- -. ---.- .......... ...... I I : � . � I : I . I . 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I , I ; I : I Q . � I : I , I . . : � : I � � I ; I I � . I I I . . I : BRASS DISC. IN S. END OF THE WEST . I I e � � 1 4 1 ; " . ; I . I I I . I . I I I � . . e : : : : i � 1 4 f � I i . I � . . I � � ; 4 : . . 1 4 � r-s! � I () I I I. I : * p., . I I \9 I Ill- � I : I I I �, I I : I . , � : . . I I . I � I I � I I ; I . l ty � : -< I I N � I r- I . : Z) � : . . . I � I I � I . � I I 1 � : i I . I I . . I . � I � . , .. � , � � , ,�, I : � � � . I I i - ! I . I I I I I . - � I i .1 . � I I CONIC. BRIDGE ABUTMENT OF A STEEL . . . . .1 � 4 � I I . 1: 0 I �'.' . l * 1,-, - - � 4 ,* I N a I N - N - : 11 1 � 1. I . 1 . I I I .1 I . 11 I . � - . . I . - : . 1 4 1 . . I � i ; .1 . I � I I I I . I I � . � I . I I � I I . : I I I . . I . I � I � � , . go , � 4) . �3 � , , I : : I : : , . � � : : e I : '. I : � ; I � I .3 N 1) \-# � � . I � I I : . I . � N..o : I I I I . � ` I I I � � , � � : . . , I . : p : q : 40\1 1. � ; - -� � : . 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NO. 201 ( SEE SHEET I FOR TYPICAL SECTIONS ) AIXFEV 5T•LIGHTS, TKP,69, 910t,WALK, AN17 DWY. ENTRANGL ul 'p GON yTRUGTl0W WOTty FDR OTKEtT TIMEA2 � ON9oUTH 51Dt; ot- yAN MAKINO nR O)G-21• ,_x S'17 `� Z I. ALL yTKI;tT TKI:E9 ARE TO &t PLANTED (N AGCORvANGE WITH CITY yMkI4VAR0 PLAN9. - 5800 LUMENS STREET LIGHT �- CONSTRUCT CONCRETE CURB (8" C.F.) 8 24" GUTTER PER ^_ DESCRIPTION OF REVISION DATE PITY C.R.C. STD. N0. 303. _ _ APPROVED I-' Y T.PRIOR TO THE GOMMtNGEMENT OF ANY PLANTIWG, AN AGKONOMIG yOI L5 REPORT SHAW. - . SEE SHEET Z < Opt FURNISpVi&0 TO THE CITY 11411MGTOR, ANY UNU9ALTOXIGITIt9 OK NUTRIENT n1;FIGl- 0 (4)__ CONSTRUCT CONCRETE DRIVEWAY APPROACH (COMMERCIAL) a GIENGIsy MAY R60UlKt OACKFILL SOIL AMP-WOMENTS, A9 DETeAMINEO &Y THE CITY 4 37 O - yTREET TREEy - PLATANUy AGERFOLIA (W PER PLAN) PER C.R.C. STD N0. 306 CITY OF RANCHO CUCAMONGA A IN5ft-CTOK• �O °&LOOO (3000" LONDON PLANE TREE g. ALL STREET TRl;E5 ARE tWlDJEGT TO 10MOTION ANt7 ACCEPTANCE SY THE GNGINEGK- (Iy GAL) - '-W O.G. �- CONSTRUCT CURB OUTLET (W=6') PER C.R.C. STD. NO. 506 - PLAN AND PROFILE INU OW1910N. . - 4• hTREF,T TF-ety AKt TO Bt PLANTED PER PUOLIG IMPROVEMENT PLANS ONLY. a CONSTRUCT UNDER SIDEWALK DRAIN PER C.R.C. STD. NO. 507 - SAN MARINO STREET Qa(*Ess, 0 KEV15 Ny R);PAIZt uNvt;tz TIS 9vpI:RVIyIoN op:-. @___ INSTALL STREET NAME SIGN AND STOP SIGN PER C.R.C. PER FROM 0+00 TO I I+00 oy M°y+�r /►� Z /S oo QRpfEs'�OH. STD N0. 401 8 402 �g�Q? 1 ' Gar R. martirn TC•E•31145 w. 6 � wbo ����C-11o�pL. �,�p e- @__ CONST. CONC. SIDEWALK (W=4') 8 RAMP PER C.R.C. STD. 310 PARCEL AP NO. 11222 y 2 R. J MULLIN9 ASSOCIATES, INC. '� �+ c, No.C031145 * W G APPROVED BY: - DATE: 705 EXP.s�soroo A 30 INSTALL STD C.R.C. ST. LIGHT (5800 LUMENS) PER EDISON CO. At REV1910N9 PREPARED UNDERTHE SUPER11191ON OF: * EV. /so >0 STDS. (BY OTHERS) CITY ENGINEER C.E. NO. 2 397 CURVE DATA 0q�Fv F���P �r�t Ory) �IeI INSTALL ALHAMBRA FOUNDRY COMPANY 3"x12 112" RECTANGULAR DESIGN JOSH B. HYDE P.E. RECOMMENDED L R L T Q R L T -- !� /9l FOf Cp iE�` 32 CAST IRON PIPE AND ADAPTOR (6" ROUND TO 3"x12 112" RECT. PIPE) C.K° CONSULTING CIVIL ENGINEER DC,A. `150Iss A 89°32'52" 35' 54.70' 34.72' M 73°50'00" 8' 10.31 ' 6.01 ' ! OR APPROVED EQUAL. , DRAWN 602 HILDA STREET SHEET TO-00 L. KUKTZ RGI✓ 483&5 33 INSTALL (R-26) NO PARKING SIGN PER CITY STD. M.F. ANAHEIM, 8 92806 8 90°27'08" 35' 55.25' 35.28' N 73°50'06" 8' 10.31' 6.01' 0 8 D.B. ( 141 991-8800 3 of 5 G 90"27'08" 24 37.89 24.19 p 90 00 00 8 12.57 8.00 LIG. ex P. 3o JUN 00 ' " Q �--SAWGUT ANf7 REMOVE EX.A.G.PAVING AND GUR6 AND GUTTER 1�N0 GoN9TRUGT cHECKEo �' DRAWING No. R. J. MULLIIJ9 ft A550G1AT&9, ING• GONGKETE DRIVE APPROACH PER CITY 5TO- WO. 101-61 M001h1Eb PEI_® R.C.E. 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OK"-52 2.15.00 t _ N .0 0 m _ N W Q, vj � ?�P N o� fat It � � Inn W "'1 t �t- Gn I ' N - N I o J - , z �� F� ` '� ti �► A,Ad FULL VrP=1 PAt£.vAy IMPROVE"apt" A3 s►.4ow'i w 1 Z + 0 % A - � � 3 �'. 11 m E}1 3 7 3 © � c.a.P. ss-32 eve U,javlua C-9. 7-Z7•91 D ®REVI ON5 p Et'A1� UNDER THI;SUP�RV1910N OF: I 1 � < 14 i3 N 0 vi g ^ ' h t IS GG < in � $ cj N w ROCHES E �� AVENUE ,&NOTE, IN THE EVENT THAT EXISTING STRIPING IS OBLITERATED IL ADDED NOTE 8 � STRIPING B-II-88 8-2z-88 Gar R. ►.dart in R.G•E.31t45 exp• (#•30.00 ,3 � 3 X '+ : fn W "� BY CONSTRUCTION, IT WILL BE THE RESPONSIBILITY OF CITY f-I MULLINh Pz A55 ,IATEC1, INC. - z8 +W A N CONSTRUCTION NOTES THE DEVELOPER TO REPLACE SAID STRIPING. DESCRIPTION OF REVISION DATE APPROVED . -pF bsl �_ ` � s N �� HY CITY OF RANCHO CUCAMONGA �� Fc 3 I CONSTRUCT 4 A.C. OVER 7 CLASS II A.B. PER C.R.C. STD. 33 INSTALL (R-26) NO PARKING SIGN PER CITY STD. Q q! , Y= °ems .�� 4 NO. -'91 XE SHEET I FOR TYPICAL SECTIONS) 1I N ���. --c^ ti� ��Q -,N N _,1, Fy SEE RIGHT HERE6M 106-� ® 34 FAIWT STOP°LEGEND WITH 12 WHITE LIMIT LINE. - o . ���` ` `' 3 RETE CURB ( C.F.) 8 24" GUTTER PER 1 � PLAN AND PROFILE No.C031145 * Wim; ® CDNSTeucTlotil NOTE ! LEG,F►10. CONSTRUCT CONC 49 EXP.6130100 °C No. 20306 c.R.c. sTD. No. 3@•3 1 o� (A2-S)x * LAD SAN MARINO STREET sl CMI- # EXP oATOIA/s \� cWv FROM +00 1 96.41 Q 0 Cj5QSWL4-_T u,�Vr>e s1vFwALX. MAI►J Pit¢ ©O4 -CONSTRUCT CONCRETE DRIVEWAY APPROACH COMMERCIAL) �Tf OF °FcwF sr�r 1 �,t c„v sTa 1o�-d. (W PER PLAN) PER C.R.C. STD. NO. 386 tot`-C- 3A - ROCHESTER AVENUE Do--' 9560 LUNW05 sft-f_-r 1.14,xt @-REMOVE EXIST. 24" C.M.P. INLET � FROM 32+00 TO 41 +00 �-- �'*-- ��� STREET liege: n$RACNYL't�il'ro1J EbPUL Neu " 9�INSTALL STREET NAME SIGN AND STOP SIGN PER C.R.C. ,Z PARCEL AP NO. 11222(o>✓�,r� ® �0 (6oTme 't10EE) - 15 4 AL.R 301 O.C. I SEE STD. NO. 401 8 402 @--JOIN EXIST. A.C. PAVEMENT 8 COLD PLANE 0.10 MIN. FOR SMOOTH JOIN "CONST uoT�s fec mac° op saT. sots. APPROVED BY: _ DATE: ? �'`' 8� @_INSTALL TYPE L MARKER PER C.R.C. STD. NO. 403 (10 O.C.) Q 0 19 CONST. CONC. SIDEWALK (W=4 ) 8 RAMP PER C.R.C. STD. 3tfl lea© CITY ENGINEER4�� RC.E N0. 22397 CURVE DATA &_CONSRTUCT CATCH BASIN #1 PER C.R.C. STD. NO. 502 (W=4', @_REMOVE 8 RELOCATE EXIST. F.H. TO 18" BACK OF CURB PER • - . DESIGN RECOMMENDED JOSEPH B. HYDE P.E. Q R L T R L T V-PER PLAN) 8 LOCAL DEPRESSION PER C.R.C. STD. NO. 518 CUCAMONGA CO. WATER DIST. STD. NO. 3 (C.C.W.D. PERMIT REQUIRED) C.K. CONSULTING CIVIL ENGINEER Dots t.,too/as I 90°28'42" 27' 42.64' 27.23' 0 80°38'04" 8' 11.25' 6.79' g@- CONSTRUCT MIN. 0.1 O' A.C. CAP 22 INSTALL FIRE HYDRANT' PER CUCAMONGA CO. WATER DIST. } DRAWN 602 HILDA STREET SHEET ANAHEIM, CA. 92806 J 89°31'18" 27' 42.19' 26.78' P 78°30'59" 8' 10.96' 6.54' " " STD. DWG. NO. 3 (C.C.W.D. PERMIT REQUIRED) M.F. & D.B. (714) 991-88001 III. 4 of 5 32 INSTALL ALHAMBRA FOUNDRY COMPANY 3"x 121!2 RECTANGULAR 28 INSTALL STD. C.R.C. ST. LIGHT (9500 LUMENS) PER EDISON CO. STDS, cHECKEo _, 12491 DRAWING N0. K 90°28'42" 24' 37.90' 24.20' CAST IRON PIPE AND ADAPTOR (6" ROUND TO 3" x 121/2" RECT. PIPE) (BY OTHERS) R.C.E. No l^5& L 89°31'18" 24' 37.50' 23.80' W/6" CLEAN OUT m BACK OF R/W OR APPROVED EQUAL DAT FILE No _ - - ---- - _ _. _._._._. --- - - - _ __ - - - _ _ .- _ _ ----_- -- __ - - - - - - - --- - - - - ---- - ---- -- goo - 1 . . . k