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HomeMy WebLinkAbout2101 GENERAL NOTES C H O 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARDS SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CURRENT EDITION. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATION. PUBLIC STREET IMPROVEMENT PLANS af 4k (� 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON w D N w O �"� THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENTS WORK IS TO BE DONE SHALL BE REMOVED, RELOCATED OR y z Z PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY 4F RANCHO CUCAMONGA. FOR 0 Q J W3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO of = Q SITE �-- O EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 7 �.. L z 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN 6TH STREET C) �.. CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. mr D 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN Ujo 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. 4TH STREET 6. ALL SEWER. WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA AND A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FORPARCEL MAP 16009 APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS ANO/OR SURFACING. 10 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY, OIL CONTENT, AND GRADATION OF ASPHALT PAVING. 15 9. PRIOR TO INSTALLATION OF ANY PAVING A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. so low r ® ® ® ® r 1_ 10. PAVING SWILL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TEST TAKEN TO DETERMINE STRUCTURAL SECTIONS (PRIOR TO FINAL PLAN - APPROVAL). > VICINITY MAP • NTS 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL E T-- ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN 1♦ I� I� THE NATIVE MATERIAL _ SIXTM_ _ STREP' 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED BY THE E.PA. FOR USE UNDER A.C. AND P.C.C. SHALL BE - - - - - UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. - - �- If 13. THE ESTIMATED QUANTITY FOR EACH SPECIFIC ITEM OF THE WORK DESIGNATED ON THE PIANS SHALL BE CONSIDERED AS APPROXIMATE ONLY AND NO STREET CONSTRUCTION NOTES: GUARANTEE IS MADE THAT THE QUANTITIES WHICH CAN BE DETERMINED BY COMPUTATIONS, 13ASED ON THE DETAILS AND DIMENSIONS SHOWN ON THE PLANS, WILL EQUAL THE ESTIMATED QUANTITIES. THE ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE OWNER, THE I / r _ _ - - N0. DESCRIPTION QUANTITY UNIT CONTRACTOR SHALL MAKE HIS OWN DETERMINATION AND BE RESPONSIBLE FOR HIS OWN CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF _ - �' ya ' " `" �- - 1 CONSTRUCT 4" A.C. OVER 6" A.B. SOILS ENGINEER TO VERIFY AFTER R-VALUE TESTING) (SEE GENERAL NOTES 9 & 10) 64,632 SF _- WORK, OR PORTION THEREOF, REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS - - = u 1� INCLUDED IN THE OTHER ITEMS OF WORK. - ""' "' "" "' i CONSTRUCT 0.12' MINIMUM ARHM PAVEMENT FINISH COURSE, COLD PLANE EXISTING PAVEMENT AS REQUIRED 2,275 SF 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NUMBER 401-A AND 401-B SHALL BE CONSTRUCTED AT EACH INTERSECTION. BY CITY INSPECTOR - ISHEET I 2 CONSTRUCT CURB & GUTTER, TYPE A2-8 PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 104 1.298 LF 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING j 3 CONSTRUCT DRIVEWAY APPROACH PER CITY 4F RANCHO CUCAMONGA STD. DWG. N0. 101 2,569 SF CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. - ' I D 4 CONSTRUCT 4" THICK SIDEWALK 4,458 SF 16. WORK SITE AND EXTERIOR STREETS SHALL BE KEPT IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, THROUGH OUT CONSTRUCTION. SITE SHALL BE CLEANED ; ® 5 CONSTRUCT ACCESS RAMP PER CITY OF RANCHO CUCAMONGA STD. OWG N0. 102 2 EA UPON REQUEST OF THE CITY INSPECTOR. ' - 6 CONSTRUCT 4' THICK CURVILINEAR SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 114 1,359 LF 17. CONTACT ALL UTILITY COMPANIES AS REQUIRED 2 WORKING DAYS PRIOR TO EXCAVATION. PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: 20,754 SF � 7 SAWCUT & REMOVE & REPLACE EXIST. PAVEMENT A. CUCAMONGA VALLEY WATER DISTRICT ATTENTION: TED MUNSON I INSTALL 5800 LUMEN H.P.S.V. STREET LIGHT (TO BE INSTALLED BY SCE, PAID & COORDINATED BY DEVELOPER) 4 EA 10440 ASHFORD STREET, TELEPHONE: (909) 987-2591 i INSTALL 9500 LUMEN H.P.S.V. STREET LIGHT (TO BE INSTALLED BY SCE, PAID & COORDINATED BY DEVELOPER) 4 EA RANCHO CUCAMONGA, CA 91730-0638 ' .-- 9 CONSTRUCT REDWOOD HEADER ALONG EDGE OF PAVEMENT - 246 LF B. SOUTHERN CALIFORNIA EDISON ATTENTION: DAVID QUEZADA _ I _ Q I 1 O CONSTRUCT CURB, TYPE Al-8 PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 104 20 LF 7951 REDWOOD AVENUE TELEPHONE. (909) 352-6240 - , I i l 1 CONSTRUCT A.C. BERM, TYPE A11-6 PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 104 25 LF FONTANA, CA 92336 1 STREET TREES SHALL BE INSTALLED PER THE NOTES AN LEGEND HEREON SEE TABLE - C. SOUTHERN CALIFORNIA GAS COMPANY ATTENTION: JESUS GARCIA sS 1 CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY OF RANCHO CUCAMONGA STD. DING N0. 107-8 4 EA 216 N. EUCLID AVENUE TELEPHONE: (800) 427-2200 RES. �� r ONTARIO, CA 91762 TELEPHONE: (800) 427-2000 COMM. s REMOVAL NOTES: D. GENERAL TELEPHONE TELEPHONE: (800) 483-3000 REMOVE EXISTING A.C. BERM - r 579 LF 585-A NORTH MOUNTAIN AVENUE ' 2 REMOVE AND/OR RELOCATE EXISTING POWER POLE PER EDISON S DIRECTION 5 EA i UPLAND, CA 91786 i '' 1 EA - is 3 ADJUST EXISTING MANHOLE TO GRADE LLLF 4 REMOVE EXISTING CURB MEDIAN 40 LF E. METROPOLITAN WATER DISTRICT ATTENTION: FRED ADAMI - 3 LF 700 N. MORENO AVENUE TELEPHONE: (909) 593-7474 5 PROTECT IN PLACE lA VERNE, CA 91750 6 ADJUST EXISTING WATER VALVE BOX & COVER TO GRADE - 1 EA -" j '', ' 7 REMOVE & RELOCATE ELECTRIC VAULT PER EDISON'S DIRECTION l EA ENGINEER'S NOTICE TO CONTRACTOR 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR °+ NOTE: JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION, INCLUDING SAFETY OF ALL QUANTITIES SHOWN HEREON ARE FOR PERMIT AND/OR BONDfNG PURPOSES ONLY AND SHALL NOT BE PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE I USED FOR BIDDING. CONTRACTOR SHALL DETERMINE HIS OWN QUANTITIES AND BID A COMPLETE JOB. LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ; ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING STREET `TREE QUAIVTI'TIES FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. I MIN. GROW 2. ALL UNDERGROUND UTILITIES OR STRUCTURES, REPORTED OR FOUND ON PUBLIC RECORDS, C/L ` - STREET NAME BOTANICAL NAME COMMON NAME SPACE SPACING SIZE QTY. ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY CHARLES SMITH ` ' - ACCEPTING THESE PLANS OR PROCEEDING WITH THE IMPROVEMENTS HEREON, AGREES TO R/W AVENUE R/W SIXTH STREET MAGNOLIA GRANDIFLORA "SAINT MARY" NCN 3' 20' O.C. 15 gal 12 ASSUME LIABILITY AND TO HOLD THE ENGINEER HARMLESS FOR ANY DAMAGES RESULTING i I ! ' f , , FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURE NOT REPORTED OR I I CHARLES SMITH AVE. BRACHYCHITON POPULNEUS BOTTLE TREE 5 25 O.C. 15 gal 13 INDICATED ON PUBLIC RECORDS, OR THOSE CONSTRUCTED AT VARIANCE WITH REPORTED OR RECORDED LOCATIONS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHERS FOUND AT 33' 33' N ,, f T7 /� �r�p� �+ LEND THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF ' 3 _ I I NOTES FOR CONSTRUC CONSTRUCTING STREET .T REES - ALL UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. 11' 22' 1 22' I „ 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS. AC PAVEMENT 3. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE FOR I ! I v UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST , ' f I ' ¢ U , �i 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. 4 0.5 MAY REQUIRE BACKFIIIIYSOILPAMENOMENTSUASSDETERMxNEDIEB OFNUTRIENT CITRYEINSPEFlCORNCIES AC REMOVAL & REPLACEMENT 4. THE ENGINEER DOES NOT RECOMMEND OR ENDORSE THE USE OF ASBESTOS-CEMENT WATER Lo PIPE OR ANY PRODUCTS CONTAINING ASBESTOS DUE TO THE HEALTH HAZARD CONNECTED 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING COLD PLANE & OVERLAY WITH SUCH PRODUCTS. SPECIFICATION HEREON OF ANY SUCH PRODUCT IS AT THE \ 2% / DIVISION. EXIST. AC PAVEMENT DIRECTION OF THE JURISDICTIONAL AGENCY. THE CONTRACTOR SHALL ASSUME ALL \ MAX. I / ' 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. RESPONSIBILITY FOR ALL CONSTRUCTION, CONNECTION AND REMOVAL OF ASBESTOS 2:1 MAX• i' �:,. 1 7� 1 7y 2:1 MAX. o PRODUCHAZARDTS AND SHALL FOLLOW ALL O.S.H.A. AND E.PA. GUIDELINES TO MINIMIZE HEALTH // " r t� \\ " I SHEET INDEX PROP. 4 ;.,� ' '.,i ,�r PROP. 4 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL DIMENSIONS AND THICK CONC. ' `` THICK CONC. TITLE SHEET SHEET 1 CL CONDITIONS SHOWN HEREON AT THE JOB SITE PRIOR TO ANY CONSTRUCTION. FUSCOE SIDEWALK SIDEWALK 4 OWNER / DEVELOPERS N ENGINEERING, INC. SHALL BE NOTIFIED OF ANY DISCREPANCIES. REVISIONS TO THE PLAN A I " STREET IMPROVEMENTS (SIXTH STREET) SHEET 2 °$ ENGINEER IN WRITING PRIOR TO IMPLEMENTATION. PROP. 8 CURB PROP. 8 CURB �! & GUTTER & GUTTER RKW DEVELOPMENT CORPORATION - - �, - +' � ; 'I STREET IMPROVEMENTS (CHARLES SMITH AVENUE) SHEET 3 EXISTING SURVEY MONUMENTATION n, I it P.O. BOX 3724 SIGNING & STRIPING PLAN (SIXTH STREET) SHEET 4 TUSTIN, CA 92781 I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD THAT COULD BE CHARLES SMITH AVENUE TYPICAL SECTION INDEX MAP TEL: (714) 505-1575 co DISTURBED BY THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST IN THE FIELD ARE CONTACT: RICHARD WAGNER SHOWN ON THESE PLANS AND ARE DESCRIBED AS FOLLOWS: STA. 10+82.43 TO STA. 13+00.00 NTS SCALE: 1"=60' o �1 1" IP & TAG, LS 5414, FLUSH, ON REF. EXIST. C/L ® 1" IP & TAG, LS 5414, ON. 0.5', ON REF. R SIXTH STREET �3 1" IP, ON TAG, FLUSH, IN LIEU OF 1" IP & TAG, RCE 21062 C/L I R/W SOILS ENGINEER �4 1" IP & TAG, RCE 24645, FLUSH CHARLES SMITH EXIST. , NORCAL ENGINEERING R/W AVENUE R/W 60 60 10641 HUMBOLT STREET CITY �5 NAIL & TAG, RCE 24645, FLUSH © 1' IP & TAG, ILLEGIBLE, ON. 0.5', IN LIEU OF 1' IP & TAG, LS 4218 I 13' 47' 47' 13' I LOS AIAMITOS, CA 90720 DESCRIPTION OF REVISION DATE APPROVED V) � � � I TEL: (562) 799-9469 FAX: (562 799-9459 a DATED 33' 33' CONTACT: KEITH D. TUCKER CITY OF RANCHO CUCAMONGA R.C.E./L.S. 5137, ALAN HILLWIG z " 22 1 22' " PUBLIC STREET IMPROVEMENT PLANS PRIOR TO OBTAINING A CONSTRUCTION PERMIT FOR THE PROJECT, A COPY OF THE CORNER RECORD FILED BY A QUALIFIED R.C.E. 1' 6't 3'f 27'f VARIES 3' MIN. 4' 0.5' OR L.S. WITH THE COUNTY SURVEYOR FOR EACH MONUMENT SHOWING THE REFERENCES TO BE USED TO RESET THAT MONUMENT I I l 8.5 MAX. �, AFTER COMPLETION OF THE PROJECT SHALL BE PROVIDED TO THE CITY. 0 I FOR CL PRIOR OR OBTAINING A CERTIFICATE OF COMPLETION FOR THE PROJECT, A COPY OF THE CORNER RECORD FILED BY A QUALIFIED 1 1 I EXIST, MEDIAN CURB 1 EXIST. AC BERM 6 2� I // SIXTH STREET AND CHARLES SMITH AVE. R.C.E. OR L.S. WITH THE COUNTY SURVEYOR FOR THE RESETTING OF THE EXISTING MONUMENTS AND THE RELATED PERMANENT _ 1 j WITNESS MONUMENTS AFTER COMPLETION OF THE PROJECT SHALL BE PROVIDED TO THE CITY. \ I rF`. 1.70% 2.31% MAX MAX• 2:1 MAX. z90 ~""IN. PARCEL MAP N0. 16009 MAXF, `I \ 1.7_09; _MIN. r \ BENCHMARK: 2:1 MAX ~ 1.795 _--- _ 1 ---r „n ?u�- ELEV: 1019.706 , ------ 71,-� w DATE: c v� w / r • - __._ ,J " I r,' " Approved By / r. i 7 A J �; 1 4 'L �.' �`` THICK " T �' - .1 EXIST. PROP. 4 C F RANCHO I G A L <z. ,, TY 0 C 0 CUCAMONGA PROP. 4 CL BENCHMARK NO. 10018 FD. 2" BRASS DISK IN TOP THICK CONC. 1 3 THICK CONC. ' 1. REMOVE & REPLACE CURVELINEAR SIDEWALK o QF v e s CITY ENGINEER GVvI RCE N0. F EAST END OF SOUTH CONCRETE END WALL OF SIDEWALK 1 �. �n TWIN 2 FT. ARCH CULVERT STAMPED 'SBCS BM � SIDEWALK REMOVE & REPLACE " I EXIST. AC PAVEMENT PROP_ 8" CURB Z DESIGNED 8Y: i RECOMMENDED: A DIAL TOLL FREE I R FUTURE 8 2 NO. 700-26-1968 SOUTH OF ATCHINSON, TOPEKA . EXIST. A.C. PAVEMENT EXIST. 8 CUB & GUTTER _ ' 0 SANTA FE RAILWAY 0.12 MILES WEST OF 1-800-227-2600 & GUTTER CURB & GUTTER No. c V472ss m SC ROCHESTER AVENUE, 8.5 FT. SOUTH OF SOUTH RAIL. oc F�cp. 12/31/47 DRAWN BY: FUSCOE SHE AT LEAST TWO DAYS � � ' BASIS OF BEARING: » BEFORE YOU DIG ;2�f CHARLES SMITH AVENUE TYPICAL SECTION SIXTH STREET TYPICAL SECTION CG E E N ° OF 4 THE VINEYAHD WE T Al BEING NORTH• 00 11 08 EAST AS SHOWN AS cIv0_ �`" 10390 Commerce Center Drive,Suite 200 THE CENTERUNE OF HYSSOP DRIVE PER STA. 13+00.00 TO STA. 16+84.58 NTS STA. 98+7x.70 TO STA. 102+00.00 NTS ATF OF c��-�f CHECKED BY: Rancho Cucamonga,California 91730 DRAWING NO. W O I RS 36/19 UNDERGROUND SERVICE ALERT JC www. 90 tel 909.581.067b6 a fax ax 909.581.Ob9b OF SOUTHERN CALIFORNIA I�011V?G06o 00030 P CH 0 C _... z ,�ij/ i I I Q i 1 w06-- N I X11 - __ _ __.-_ _ __. _.. _ .. _ w 0 ex olw rn OZ C14 �0 cp ci h cfl + 0 + ^`�,°�'o m o ami O o rn +© PROP. SURFACE o E j d�" �r�' +o o +o 00�? o°°i u:� (rD CENTERLINE ri a> +8_ rl- Z `l rn i 1 +� +� o O --- - - - ----- - - -- - - o95i CL- � � � � � � t _ _ i 5 CL PROP. SURFACE - 109 'EXIST. TOR OF SOUTH L=54.77 1 MEDIAN CURB f ® CENTERLINE CURB RETURN L=85. ' i i L=55.24' A/4 A/4 4/4 4/4 ON CUWE E CURB RETURN oo j j A,/4 A/4 A/4 L�/4 j x a : °co cr _. - -. U N O 1 1-00 -TC LLAi F- 0� �� d ! +�� m i [ c� d � pf OO tOm loo +(6 0OZ U +01) � 0O) U 00 0f O +oiU I 00 0 0 +0.559 �0 Lu &04 +0.55% +0.55% 10951 T C - + PROP. TOP OF CURB I +0.5594 1095 TC rn +0.550: L o" PROP. TOIL OF CURB +0.55% I 0 47' S'L' OF CA ® 32 SLY ( F C/ I PROP. TOP OF CURB ' ! i _ - -+0.4095 i- PROP. FUTURE TOP OF CURB I 0 47' STY OF CA i j - - - � ® 4Z' S`LYOF CA f EXIST. f'LOWLINE CRASS-G ATTER I C 1 G9 all--TC f _ URN - _.. , i i PROP. FUTURE TOP OF CURB , _. ....__ j SIXTH' STREET PROFILE HORIZ 1"-40 96+00 97+00 98+00 99+00 100+00 101 +00 + VERT 1"-4' 102 00 PLAN 1»=40' STREET CONSTRUCTION NOTES= tpj CONSTRUCT 4" A.C. OVER 6" A.B. (SOILS ENGINEER TO VERIFY AFTER R-VALUE TESTING) I I CONSTRUCT 0.12' MINIMUM ARHM PAVEMENT FINISH COURSE, COLD PLANE EXISTING PAVEMENT AS EXIST. 4" WATER MAIN (ABANDONED) � � E REQUIRED BY CITY INSPECTOR I 2 CONSTRUCT CURB & GUTTER, TYPE A2-8 PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 104 �5 EXIST. 12" WATER MAIN ; ��I I �4 CONSTRUCT 4" THICK SIDEWALK Z I w 5 CONSTRUCT ACCESS RAMP PER CITY OF RANCHO CUCAMONGA STD. DWG NO. 102 Lu �5 EXIST. 30" TRANSMISSION MAIN PER C.V.W.D. N 6 CONSTRUCT 4" THICK CURVILINEAR SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. DWG. N0. 114 7 SAWCUT & REMOVE & REPLACE EXIST. PAVEMENT CA INT. d Z ;� C L INT. 8 INSTALL 9500 LUMEN H.P.S.V. STREET LIGHT 98#82.71 SIXTH STREET N 99+3 .6 SIXTH STREET (TO 8E INSTALLED BY SCE, PAID & COORDINATED BY DEVELOPER) =10+00.00 CHARLES SMITH AVE. EXIST. R%W m "` ' L`` =10+00.00 EXIST. CHARLES SMITH AVE. SOUTH i - - - - (1095.60FS) Ii o (109+60200.00)EXIST. CHARLES SMITH AVE. (NORTH) CONSTRUCT REDWOOD HEADER ALONG EDGE OF PAVEMENT 10 CONSTRUCT CURB, TYPE Al-8 PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 104 EXIST. 8" CURB & GUTTER "�I 6 CUCAMONGA STD. DWG. NO. 104 _ 1 STREET TREES SHALL BE INSTALLED PER THE NOTES AND LEG END ON / 11 CONSTRUCT A.C.A C BERM TYPE Al 6 PER CITY OF RANCHO _ -. ;_`_� r - `; � . � '; 2 EXIST. EDGE OF PAVEMENT W �r i _ 1 SHEET 1 EXIST. EDGE OF PAVEMENT I EXIST. 66" STORM DRAIN o �•� �•�• - - w o 9 - _ 9 1 2 _ ,. Poo fl _ EXISt_ 8" CURB& GUTTER 109TC 95.13 _ 12" WAEXIST. MEDIAN CURB JQ94..,71F5 _- ;\©,.r, __ _ , , __ : EXIST. TER MAIN 5REMOVAL NOTh +�96 oo _. 89' 4..50. .._, _._s� a __. -_.. . _ _ „ _ - - _4 0 .0. , __,__ _.. _.__. __..__ 1 REMOVE EXISTING A.C. BERM __- - 9 F 0100 t t - r, 1 0 1 _ NI9'S0 23 E i o2+ 03+0 1 o4+oi c, 1 95.13 ;` •- + 2 REMOVE AND/OR RELOCATE EXISTING POWER POLE PER EDISON'S DIRECTION - - - - - - - - - �. Z EX _ 1 1096.49TC IST. 4"I WATEt MAIN (ABANDONED) 1094.25T o 7 FS 3 ADJUST EXISTING MANHOLE TO GRADE 1093.8 1 * 1094,09TC 1 ..�. aw . I t 7 100 .82F1 1 to, 42TC � --- REMOVE EXISTING CURB MEDIAN 1093 42FL SEE MEDIAN DETAIL BELOW 4 N k _ ._._......_ ._._ .. i Cr - - -- 1 _ . 1 4 FL - t 109.6:2 TC 1 1 0 559' 'EXIST. 8" CURB & GUTTE 5 PROTECT IN PLACE Z) EXIST. CR - �-EXIST. A.C. BERM 2 __ -\ 1096.,Q4TC 149 � „T„ _ �- _'� ___... �: `�' i 95.3 f t. C ' OSS GUTTER 10 4,91.TG ,I`� 3 = =-- FUTURE 8" CURB & GUTTER - r .- = _ .._ .. - - & COVER TO GRADE 4l71 ,a ,✓-ir�r.' ;. � , .5510 .�ti � - __ I'. -.. .._-. _ : _. .._ __ ..- ._. .__ �- 6 ADJUST EXISTING WATER VALVE 7 REMOVE &I RELOCATEELECTRICALVAULT PER EDISON'S DIRECTION ate..` -A Y\ r .5 6 ��^ / � .nom• ! = i QD re N I �.,� �� 6 t 1148.33 M ag 189.45 a m }- +CL �� -, EXIST. R/W / U ~ PROP. R/W ui i-�? �f ac6 _' N ao o v b j I $ I w EXIST. R W ooW �_ '6�, 1 7; t�� PRO.R. R/W - + '-''� "� a r i5s {{J-- z�0 ( Ow ^Z SJ OOU OJ I p OU NW 000NC oo+ �- h_ N rnm 0 1094. TC r,� oU o� { + I) m +33 m a +w +wco�T EXIST. 8" CURB +Z w f "� 1093, FL I + -- CALTRANS N a'°f Urn I & GUTTER p wm� o - _, �� N 109436TCi 2cn; i - - - �R/W 000 ; r vt Co 1093 69FL °+° (� ai i w. 1 d -EXIST ER �5 i, t 4 I 4 - " - 2z__ , . ❑ �-EXIST. 6 RM DRAIN 5 : ` r 3' t- EXIST. 30" RANDS ISSION MAIN PER C.V.W.D. Q5 6 f _ 2 LEGEND - DESCRIPTION OF REVISION DATE Clrr 10 E IST 4" WAT R MAIN ( NDONED) APPROVED AC PAVEMENT 6 ' R E V rFOR g U I TY EAS Ail N tS � N CITY OF RAN AC REMOVAL & REPLACEMENT 3, Yee. 5 Go GRAPHIC SCALE ��� ��������� XI T 12 �3�4 GAS 1 rn 40 0 20 40 80 PUBLIC S -�- 1 1 WATEf� MAIN ( N-D�IN PLACE) � STREET FM COLD PLANE OVERLAY EE PU It WAT PLANS - _ _ 0" E IMPROVEMENT PLANS EXIST. AC PAVEMENT 16.5 ' EXIS -.; EDGE ; F PAVE ENT 10' 7 1_%^ mimmmmi �R CHARLES SMITH AVE. ( IN FEET ) SIXTH STREET BENC MARK: SEE SHEET 3 ' .._. __,. ._._. 10 . 4 .___:_:__ ._.-.__..._. 1 inch = 40 ft. ELEV: 1019.706INSTALL TYPE K MARKER CITY DIG STA. 96+76.70 TO STA. 102+07.92 ALE/3" T SEE SHEET 4 �'! F RANCHO CUCAMONGA , 1BENCHMARK NO. 10018 FD. 2" BRASS DISK IN TOP I��� STREET -. Approved BY DATE: . OF EAST END OF SOUTH CONCRETE END WALL OF CURVE DATA - EXIST. CURB MEDIAN 1' REM�1 E. EXIST. CURB MEDIAN F E s TWIN 2 FT. ARCH CULVERT STAMPED "SBCS BM o e CIN ENGINEER Gr// RCE N0. NO. 700-26-1968" SOUTH OF ATCHINSON, TOPEKA DIAL TOLL FREE o SIXTH STREET D SANTA FE RAILWAY 0.12 MILES WEST OF NO• DELTA RADIUS LENGTH TANGENT y� /��Fi DESIGNED BY: 1 ' RECOMMENDED: ROCHESTER AVENUE, 8.5 FT. SOUTH OF SOUTH RAIL. 1-800-227-2600 " NOTE: �, A 90'26'01" 35.00 55.24 35.27' W. C 047255 �, BASIS OF BEARING: AT LEAST TWO DAYS � � � CONTRACTOR TO VERIFY LOCATION AND SC " BEFORE YOU DIG �' 8 89'39'32 35.00' 54.77' 34.79' MEDIAN DETAI Exp. 12/31/07 X DRAWN BY: FUSCOE SHE BEING NORTH 00.11 08 EAST AS SHOWN AS .yµ ELEVATION PRIOR TO CONSTRUCTION. E► Ih�.. THE CENTERLINE OF HYSSOP DRIVE PER ;���� :��' C 20'21 51 120.00 42.65 21.55 CONSTRUCT MEDIAN FLARE PER CITY OF P CG E N o � s E E R i ■ s 2 OF 4 ET RS 36/19 UNQERGROUND SERVICE ALERT F SOUTHERN CALIFORNIA RANCHO CUCAMONGA STD. DWG. N0. 109 stt 10390 Commerce Center Drive Suite 204 Tf OF CA1�f�R CHECKED BY: Roncho Cucomonga,Colifom;o 91730 DRAWING NO. tel 909.581.0676 . fox 909.581.0696 2.101 �f I iC www.fuscoe.com CHO t tL=9 6 .10' I L=54.77' ON CURVE j ! ' CURB RETURN 50' VC _------- _....__.._.._-- -__.._.._. -.-- - -._.._.-- L�/_4 .46,/.4- ql.4 .qL4.._.�____� - i P1 1 2+50 52 _ _ EtEI�=1093.69- _ _ r __ _ _ _ _ �_ . __._ _...__ _._ ._._.- --. . _.__.__. ._. . __._-__ A_ � j I �C-4j I z F- _ QD ul 00 1v- +O U U ,rM v) L=1 4.95 I� _ ` - 0 +o + o`fl ; ON CURVE -- 1095 TC o +� �� U 1� + 00 -0.4096 -0.40 P 0) - <? Q _1 ��- +� •559; 04 �i PROP. TOP 0 CURB o o�c 0 22' E'LY OF C L L=100.52' +o 00 i- i I / ON CURVE -1.55 _ d a a� 00 j I .5,5$ .- �. N w - -._ .__- -.. __.... ._ 50 VC __.._..__ _ _._. __ _ -. .__.. �._. _.._ .._______._;_.___. .__. __..._ _... PI 12+50.52 o M `0 M F"- 1100 CL - - _ ,� i f - _ � �ELEV=1093.56 _ _. � __ __.- ___ . ____,.___ "'_,...,,,,,59; �� _ o� _ � _ _�--1_Q 9 G __ �"�- �w Arno co o w 4�- PROP. TOP OF CURB + z t z$ +� co 22' E'LY OF C/L EXIST. GROUND v1 n M cfl _ 0 CENTERLINE -1.5595 ----.. . ..>`-1.409' 601 ' 1095 1 CL- I00 �� -i 1085 TC I I � � � � -0..9095 " 0.40 o --�� � � +o 04� � ! � � -0.409; L=144.95' L=55.24' ON URVE CURB RETURN I 50' VC i - I PI=12+50.52 X , i _.. .. W r4 ^�{4 4 4 - _.._____ _ _. _!_ . _.. _ _ - .. _. ....__ ___ __ _ _ . _. -. _.._._ .. -...- -_ _____.__._ I ELEV 9093.69 IST.- GROUND- tr)°`'co ; -4- 1090-- CENTERLINE TER - - - -!_ 00z I 00 •0. O ~ U �U f-w to t d U I +o O l o a� ~ r- 1.40.$2 o u�+� _ vim o� 0 �`'c� .-O +� 5 ; TC - �, - 1085 CL I -0:4095 0 +o + z� 0 1v- I Lo PROP.. TOP OF CURB M o a ~ 4 j ! -4- 0 22' W'LY OF C/L -1.8490 000 I -.. p i www •N ------------ U O _ _ __ -00 t f I 4 H A R L ESMITH AVFNUE ' �� i } ; � €XIST.� FLOWLINE IST. TOP Of CURB } ® 22 W LY Of C/L 22' W'LY OF C/L PROFILE HO RIZ 1"=40' f � j _ VERT 1"=4' 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 PLAN 1"=40' SIXTH STREET SEE SHEET 2 f A y;I 00� I N - � i �I p' . 2 �� � � 3 i-itll, _ �EXIST. R/W „___ _ _ b _ . �, 00 3� oro o� +oom ❑ EXIST. 8" SEWER EXIST. 8" SEWER ❑5 + __. o _1 o °� - - ._.. - - d 4 54�. ��� - - - - -5 U 1 � C w O 1-M _ i 1:r M v 6. 2 :39 N _ i A STORMEXIST. 656" D IN 1 'moi_ 19$8.39TC 799_ .. _..._.. _..._.. ___ ❑5 EXIST. 66 STORM DRAIN i 42fC rnw 7 ! c" o.o sy3 --�-- -___. ��:- - . _. r.r, 147:7 ._._ -. _ ____ ____ . _ -- _ -._ �.___._ _.. _ _-- . ._4_.., 1, _... _ 19� 1.OQ.59TC 7 - EXIST. 5 ul 00 S 30 TRAN MISSION MAIN PER d4 � P (1 40.95} 1 .9 _ EXIST. 4" WATER MAIN (ABANDONED) EXIST. 12 3/4' GA U 5 ? + ( o' _ 3 - �-• -- _...... „ ...._ 1051E �_. ______. __._ � + i` b+, o c.�. _ _ 2 �- 92.O�C 7 5 1087.,�3TC N00' - _ ..-_ _. _ - __ _. .- _�_.._ - _ - w 2 ___ 9 - n M 4 V e I E S 23 GAS/ EXIST. 4 WAT R MAIN A 086 it ; \ 1 V.,'� /wC r,_ t��..: - .:._. _.._..._ �._._r.�...__._, .....,yam.,...»_ nr_.o...,!____...__.-. ...___._._ _... s ._ 'X;_._.__- _ - -- +4 _ -_.___ ar _----- EXIST. -. EXIST. 12 WATER MAIN I I 1(593.62IC 13 :00 •20 1a 1092.04 I f-- _ __._ .__ f _. �" -f -- N>> aof� 10 4 36TC 14 4.49 �, . .._,_ ;- 1 95fL 1091 r i N 8 EXIST. 12 WATER MAIN 109 .:69FL 1 421M 1 A EXIST. R W ' ' 1 1 EXIST. 8" CURB �? _ �+ 5 EXIST. 30 TRANSMISSION MAIN PER C.V.W.D• `,' ,{{; 10 00 t 12 00 cn ❑ " / ` I': E -; e 11.j QO _ _ & GUTTER o ,� i N00'10'51 E 1 : 0.40 t093.641C 2 ( 1094 36TC..:. 10 4: 9TG: , ra _,- - 1 C 4 I. 3(!Sl•R W c° x w � w E ku E 10 C \ ' \ / W + ( o CL iE �t LEGEND --iii \V - _. -4 0N a , I I 6 '37 `": 4 1 o i� z,. o W x AC PAVEMENT J Z = d �'a0 nO N U N� D w 00 9 LU X, r;' 3 - S J 00 '+ PROP- N w 00 vi rn 11 N ~ w M c AC REMOVAL & REPLACEMENT U :. ' 109 91TC hL 0 �=m �0oo ,,T NSC'� ,� u) `oo $ r-LL. 1094 24FL + 1 ;; + z a,. -j p COLD PLANE & OVERLAY M X f Z oFcfl t ff'. I w i J +000) f l r y 04 v XI A PAVEMENT S3� ..-... ... . co 3 rl -i SIXTH STREET M SEE SHEET 2 CHARLES SMITH AVENUE NOTE: CONTRACTOR TO VERIFY LOCATION AND ELEVATION PRIOR TO CONSTRUCTION. LLJ cITY STREET CONSTRUCTION NOTES= REMOVAL NOTES= UTILITY POLES ON CHARLES SMITH AVENUE SHALL BE DESCRIPTION OF REVISION DATE APPROVED 1 CONSTRUCT 4" A.C. OVER 6" A.B. (SOILS ENGINEER TO VERIFY AFTER R-VALUE TESTING) 2 REMOVE AND/OR RELOCATE EXISTING POWER POLE PER EDISON'S DIRECTION REMOVED AND ALL OVERHEAD UTILITES INCLUDING CITY OF RANCHO CUCAMONGA w 1B CONSTRUCT 0.12' MINIMUM ARHM PAVEMENT FINISH COURSE, COLD PLANE EXISTING PAVEMENT AS 3 ADJUST EASING MANHOLE TO GRADE THOSE CROSSING 6TH STREET SHALL BE REQUIRED BY CITY INSPECTOR 5 PROTECT IN PLACE UNDERGROUNDED BY SCE, PAID AND COORDINATED BY PUBLIC STREET IMPROVEMENT PLANS 2 CONSTRUCT CURB & GUTTER, TYPE A2-8 PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 104 6 ADJUST EXISTING WATER VALVE BOX & COVER TO GRADE THIS DEVELOPER. i 3 CONSTRUCT DRIVEWAY APPROACH PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 107 MR j 4 CONSTRUCT 4" THICK SIDEWALK CHARLES SMITH AVENUE ' 5 CONSTRUCT ACCESS RAMP PER CITY OF RANCHO CUCAMONGA STD. DWG NO. 102 BENCHMARK: 7 SAWCUT & REMOVE & REPLACE EXIST. PAVEMENT CURVE DATA `ITA. 10+00.00 TO STA. 16+64.04 w ELEV: 1019.706VIG AL E INSTALL 5800 LUMEN H.P.S.V. STREET LIGHT NO. DELTA RADIUS LENGTH TANGENT Approved CITY OF RANCHO CUCAMONGA " (TO BE INSTALLED BY SCE, PAID & COORDINATED 8Y DEVELOPER) - AT C BENCHMARK NO. 10018 FD. 2 BRASS DISK IN TOP DP �` DATE: � OF EAST END OF SOUTH CONCRETE END WALL OF STREET TREES SHALL BE INSTALLED PER THE NOTES AND LEGEND ON SHEET 1 A 11'31'09" 478.00' 96.10' 48.21' GRAPHIC SCALE QROFEss ort CITY ENGINEER RCE NO. TWIN 2 FT. ARCH CULVERT STAMPED "SBCS BM DIAL TOLL FREE o 13 CONSTRUCT 3' WIDE PARKWAY CULVERT B 11'31'09" 500.00' 100.52 50.43' 40 0 20 40 80 (. z DESIGNED BY: "q� \ RECOMMENDED: NO. 700-26-1968 SOUTH OF ATCHINSON, TOPEKA y � \ C 11'31 09 522.00 104.95 52.65 D SANTA FE RAILWAY 0.12 MILES WEST OF 1-800-227-2600 o472ss m SC ROCHESTER AVENUE, 8.5 FT. SOUTH OF SOUTH RAIL. � ` 3 AT LEAST TWO DAYS " i%Ii m FUS- COE E 90'26 01 35.00 55.24 35.27 oc Exp. 12/31/07 A DRAWN BY: SHEET BASIS OF BEARING: ( IN FEET ) ��" BEFORE YOU DIG �'�4 III '�� ���� _ F 89'39'32" 35.00' 54.77' 34.79' CG E s s s E E R t s s 3 OF 4 BEING NORTH 00'11'08" EAST AS SHOWN AS `�'x-, �� 1 inch = 40 ft. r J, c v 4 �`P 10390 Commerce Center Drive,Suite 200 DRAWING NO. F-t THE CENTERLINE OF HYSSOP DRIVE PER +rF �Fo� CHECKED BY: OF RS 36/19 UNDERGROUND SERVICE ALERT OF CAS Rancho Cucamonga,California 91730 tel 909.581.0616 o fax 909.581.0696 �"1 SOUTHERN CALIFORNIA JC vrww.fuscoe.com \,J