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HomeMy WebLinkAbout1975 (`ENERAL NOTES STREET & STORM DRAIN IMPROVEMENT PLANS FOR 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA 5rWARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - 1997 OWN, INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR WITH AND SWAM BE RESPONSIBLE FOR ADHERENCE TO PROJECT THESE STANDARDS AND SPECIFICATIONS. S� 2. ALL PIPELINES OR SUBSTRUCTURES OF Mil' KIND, TELEPHONE OR POWER POLES, WATER SITE G � METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE SHALL RIGHT-OF-WAY REMOVED, EP ADJACENT AREAS WHERE IMPROVEMENTINPLACE WORK � TO D DONE IN THE CITY OF RANCHO CUCAMONGA SWILL BE REMOVED. REPUICED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CRY OF RANCHO CUCAMONGA, mw SnUT 3. ANY CONTRACTOR PERFORMING WORT( ON THIS PROJECT SHALL FiAMILIAWN HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RANCHO A RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PIANS. 4. A PERMIT SWILL BE OBTAINED FROM THE CRY OF RANCHO CUCAMONGA PUBLIC WORKS, novo ENGINEERING DEPARTMENT PRIOR TO ANY ENCROXM64ENT OR CONSTRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. 5. ALL GRADE STAKES SWILL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SWILL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINT'S WITHIN 0.01 FOOT OF SUB- VICNTY MAP GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES 5 N.T.S. MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. 6. ALL SEVER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR HILLSIDE- 80140 ' • { - - - CROSSINGS SHALL BE CONSTRUCTS PRIOR TO PAVING. —..��_�� `. _}=ate-__ �. ..._. .,:;♦'�-=T_. � Y.. —.�,�—.._._ _...._at�>���.3::y.rs�.:.�- 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. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL. BE i SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. T 8. AT THE COMPLETION OF PAVING, A MAT0aA S REPORT SWILL BE SUBMITTED M THE CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERILY STABILITY, OIL I CONTENT AND GRADATION OF ASPHALT PAVING. 23 22 21 20 19 I 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETE TO VERIFY: R-VALUE, _ i SEW ANALYSIS AND SAID EQUIVALENT OF AGGREGATE BASE. I �r I 10. PAVING SHALL BE PERFORMED M ACCORDANCE WITH R-VALUE MD PAVEMENT NESTS TAKI N TO DETERMINE STRUCTURAL SECTIONS & VERIFIED PRIOR PAVING. I I 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY I MATERIA.., THE SUB-GRADE 91ALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ! i ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FRIED WITH A FINE 1 I - GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERNAL. I ! 12. F THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED BY THE EPA FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDS RATE FOR THE FULL PAVEMENT WIDTH PRIOR M PAVING. 14 15 16 17 18 I i 13. ESTIMATE OF QUANTITIES LS PROVIDED BY THE ENGINEER ONLY FOR CONVENIENCE THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF I PEA H CONSTRUCTION QtaaNTmEs BEFORE SUBMITTING A BID. ANY ITEM OF WWORKREQUIRED BY I' ��=`�.�'�"-'-. s i - TREELANE THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUAIVTMES SHALL. BE ! 4 CONSIDERED AS INCLUDE N THE OTHER ITEMS OF WORK. 14. STREET SIGNS PER CITY OF RNCHO CUCAMONGA STANDARD NUMBER 401 SHAD. BE CONSTRUCTED AT EACH INTERSECTION. I I 15. CITY APPROVAL OF PIANS DOES NOT RELIEVE THE RESPONSIBILITY FOR 1 ■ 1� THE CORRECTION OF ERROR MID OMISSION OISCOWRED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY f d I I 1 ENGINEER FOR APPROVAL. 16. WORK SITE AND EXTERIOR STREETS SWILL BE N A NEAT, CLEAN, HYAZARD FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE 9*1 BE CLEANED UPON REQUEST OF THE 1 I I INSPECTOR. ! 1 I ! 17. THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL NOT BE ! R I 13 12 11 10 9 ! 0 PLACED UNTIL ALL UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLS I I I ALL ON-SITE IMPROVEMENTS INCLUDING ALL GRADING HAVE BEEN COMPLETE, AND ALL UN- ACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE REIIIOVED AND REPLACE TO THE SATIS- FACTION OF THE CITY ENGINEER. 04 I UTLITY CONTACT BEEC'II�OFQ� IJ CONTACT ALL UTILITY COMPANIES AS F11RED, 48 HOURS PRIOR O EXCAVATION. DRI VE- ; L E G E N D SAN GABRIEL VAILLLEY MUNICIPAL WATER DISTRICT (818) 969-7911 MR. BOB STALLINGS 1 I ! FOR BASE LINE ROAD CONSTRUCTION 1 I 1 5 6 7 8 3 DENOTES STREET RAI SRO 11[1 8 GENERAL TELEPHONE 1-800-483-3000 SOUTHERN CALIFORNIA GAS COMPANY 1-800-427-2200 RES. 1 I 7 DENOTTS STOW WIM RAI MET 216 N. EUCLID AVENUE 1-900-427-2000 COMM. ONTARIO, G 91762 8 DENOTES STRIDING PLM SFEfT NIR CUCAMONGA COUNTY rWrrER DISTRICT (909) 987-2591 ! � i I I 1 9641 SAN BERNARDINO ROAD i A I 1 I i RANCHO CUCAMONGA, G 91730 0 �' DENOTES PRS STREET LIG�TT$ METROPOLITAN WATER DIS IRIC 1 (909) 593-7474 DENOTES EMS I STREET LCC LAN. MORENO AVENUE VERNE, CAA 91750 7 i � r ` 6- DENOTES STREET WE SIGN COMICAST 909) 983-9895 ' I �1 � 1205 MOM STREET (PORTION OF RED HILL) I f I 3 O8 ONTARIO, G 91762 I + I ! I -�- - DENOTES 7fWM SIGN MARKS CJABLEVISION 909 987-6275 1 I 4 3 2 1 1 ! 10808 FOOTHILL BLVD. #120 �909� MI-0222 I I I PA PROPERTY LINE RANCHO CUCAMONGA, G 91730 RTgiT OF I i I f i PRIVATE ENGINEER'S NOTICE TO CONTRACTOR L_ v _�---- - - -- r THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTIIJTY PIPES OR STRUCTURES � ' CITY OF RANCHO CUCAMONGA SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE WILSON® AVENI�TE - _ = _ TTH SE PLANS. THOF OUR E CONTRACTOR IS REQUIRED DGE THERE ARE 140 STOGTAKE DUE PRECAUTIONARY MET UTILITIES EXCEPT AS SHOWN ODS STREET & STORM DRAIN M"ROVEMEN'T PLANS FOR TO PROTECT THE UTILITIES SHOWN AND OTHER ONES OR STRUCTURES NOT SHOWN ON 3 �pFESS/p THESE PLANS. WEX MAP ��°e �� � TRACT NO. 16430 ALL CONTRACTORS MND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATE � <� '�6 �, O THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE y min SHEET PROVIDED A SAFE PLACE TO WORK AND THE PUBUC IS PROTECTED. ALL CONTRACTORS SCALE 1"=100' N No 20596 AND SUBCONTRACTORS SHALL COMPLY WITH THE 'OCCUPATIONAL SAFETY AND HEALTH Exp. 9-30-05 REGULATIONS' OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION CIVIL THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR'S ¢ CALM APPROVED BY DATE: MD REGULATIONN'SUBCONTRACTOR'S U.S. DEPARTMENTE WITH OF THE "OCCUPATIONAL *CONSTRUCTION EXISTING SURVEY MONUMENTATION Q�pfESS/p CITY ENGINEER RCE NO 24953 1 HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONO OF RECORD(S) THAT COULD BE DISTURBED BY ��° E,`l C DESIGN moose ,,,,A,,, „� RECOMM AIDED CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXI THE FIELD ARE SHOWN ON THESE PLANS AND ARE ,,� <�' �6� �, CITY OF RANCHO CUCAMONGA IT=to" RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF DESCRIBED AS FOLLOWS: '� �n z BENCHMARK NO. 10051, ELFT/.: 1300.686 R C .sr+ew �.CA 91614 !/ No. 20596 �, 9who 3510 THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS �' SET f BRASS DISK IN CONC. CURB , �*«-2-0" REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE UMITED TO NORMAL WORKING NONE d Exp• 9-30-05 STAMPED CITY OF RANCHO CUCAMONGA BM DRAWN scwtiLe: + «lan+asw SHEET HOURS; AND THAT THE CONTRACTOR SWILL DEFEND, INDEMNIFY AND HOLD THE OWNER * * L ADDED DRIVEW^-1 ON WILSON AWE. - RELOCATED 8-2-04 AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN DATE �- 10051 1987' AT THE NORTHWEST CORNER OF --i—OF D.L ALAN ERS EN6INEERf fYlVErORf OF EXCEPTING FOR UABIUTY ARISING FROM THE SOLE STANLEY C. o RCE N 0596 ��lFGF (y1lAF \ 5L LIGHT SHEET 3 MIllS MEST�OF�/WDDAA AVENUE,ANSON PLACE 0.25 CHECKED DRAWING N0. CONNECTION WITH THIS PROJECT, 20596 NEGUGENCE OF THE OWNER OR ENGINEER. RCE NO DESCRIPTION 0 F REVISION DATE tJRY SOUTHERLY END OF ETCH BASIN 2 FT. NORTH S.C.M. APPROVED: OF CURB RETURN. DATE l rJ'U FILE NO 1975 I:\40320\IMPIANS\SIP01.dwg 6/15/04 PROJECT SHEET N0. J— OF _ NORTHT Y SOUTH'LY R/1P 60' RIV 30 30 CONSTRUCTION NOTES 1.0' 12' 18' 18' 12' 1.0' R.G. PAD 0.5' 4' 4' 0.5' NO. STREET IMPROVEMENTS UNIT QUANTITY ELEV. I 1 CONSTRUCT 6' AC OVER C AB. (EXTERIOR STREET) SF 67,005 2A• 70.03' 2I; 2 CONSTRUCT A2-8 CURB A GUTTER PER CITY STD. PL 104. LF 1,602 -_a �� 3 CONSTRUCT CONCRETE SIDEWALK PER CRY STD. PL 103. SF 13,582 R.G. PAD ELEV. 3 ..,.. 3 4 CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 & 103 MODIFIED PER DETAIL HEREON. EA 6 5 CONSTRUCT A2-6 CURB & GUTTER PER CITY STD. PL 104 LF 1,643 5 5 6 INSTALL HYDRANT MARKERS PER CITY STD. PL 134 EA 4 BELDON CT. & M►NTER CT. 7 CONSTRICT 4' AC OVER 4r AB. (MMM STREET) SF 3°,997 (INTERIOR STREET) 8 CONSTRUCT LOCAL DEPRESSION AT CATCH BASIN PER CRY STD. PL 307 CASE 'A' 94M ON PLAN EA 4 N.TS. 13 INSTALL STREET LIGHTS 5800 LUMEN HPSV BY SCE, PAID & COORDINATED BY DEVELOPER EA 8 13A INSTALL STREET LIGHTS 9500 LUMEN HPSV BY SCE, PND & COORDINATED BY DEVELOPER EA 10 14 ADJUST SEWER MANHOLE TO GRADE. EA 8 M'ESTLY 15 ADJUST WATER VALVES TO GRADE. EA 2 RIV 16 CONSTRUCT SPECIAL CROSS (UTTER (STEEP GRADES) PER CITY STD. PL 106-B (K & L VALUES ON PLAN) SF 3,304 R,G. PAD 2' L 6' 50' F 17 CONSTRUCT 8• TO 6' CURB & GUTTER TRANSITION LF 220 EIE 18 REMOVE DaSTTNG AC BERM LF 1,230 14' 36' 19 CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PL 101 (W AS SHOWN CN'1 PUH) EA 1,820 20' PUBLIC COMMUNITY EXIST. AC PAVEMENT EXIST. AC PAVEMENT 20 EXISTING POWER POLE TO BE RELOCATED BY OTHERS PND AND COORDINATED BY DEVELOPER EA 4 EQUESTRIAN TRAIL TO BE REMOVE TO REMAIN I VARIES VARIES VARIES 21 EXISTING TREES TO BE REMOVED EA 33 In I 21 f TO 2' MIN. 15f TO 34 f 16f TO 34 f STREET TREES SCHEDULE: 22 EXISTING MAILBOX TO REMOVED AND RELOCATED EA ' I I I EXIST. AC 18 23 EXISTING CHAIN LINK FENCE TO BE REMOVED LF 268 11 I I I BERM 4 LEGEND STREET BOTANICAL NAME COMMON NAME MIN. GROW SPACING SIZE QUANTITY ORIENTATION 24 SAWCUT AND REMOVE EXIST. PAVEMENT SF 38,955 I I VARIESSPACE 25 GRIND EXIST. AC PAVEMENT FOR 0.10' MIN AC OVERUAY PER DETAIL HEREON SF - 10 1 II �-,,_ "V V 1T«f I t ?Z 1 4x 26 REMOVE EXIST. GRATE INLET EA 1 _- ,, � ) HILLSIDE ROAD LAGERSTROEMIA INDICA CRAPE MYRTLE HYBRID- 3' 20' O.C. 2,C BOX 16 EA. `- 'NATCHE7' WHITE Y7 INSTALL STREET TREES PER SCHEDULE AND NOTES HEREON EA 56 1 LJ 6' HIGH BLOCK WALL/ J28 REMOVE EXIST. CURB do GUTTER LF 10 TUBULAR STEEL FENCE BELDON COURT CERCIS CANADENSIS EASTERN REDBUD 5' 25' O.C. 15 GAL. 23 EA R.G. PAD 29 CONSTRUCT CROSS GUTTER (W=4') SF 68 ELE f�64MS 2 MINTER COURT PISTACIA CHINENSIS CHINESE PISTACHE 5' 30' O.C. 15 CII.. 17 FA o ARCHBALD A VENE E STORM DRAIN IMPROVEMENTS N.T S. TOTAL 56 EA 3 40 INSTALL 3Cr RCP (D LOAD PER PLAN) LF 53 41 INSTALL 24' RCP (D LOAD PER PLAN) LF 520 43 CONSTRUCT MANHOLE NO. 1 (3T PIPE A SMALLER PER CITY STD. PL 318) EA 2 44 CONSTRUCT MANHOLE NO. 2 (3C PIPE # LARGER PER CITY STD. PL 319) EA 1 45 CONSTRUCT MANHOLE NO. 1 (OMR M.H. SHAFT) PER CRY STD. PL 318 EA 2 R/M' A+IO 1'W Y 47 CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. PL 300 EA 4 48 INSTALL 1IE RCP - 18000 (PRIVATE STORM DRAIN) LF 84 49 CONSTRUCT BROOKS PRODUCT W. 3636 DRAIN INLET EA 3 15' PRIVATE I 12' 32' CONSTRUCTION NOTES FOR STREET TREES 50 CONSTRUCT CURBSIDE DRAIN OUTLET - LARGE CAPACITY PER CITY STD. PL 107-C EA 1 EQUESTRWN TR41L 22' EXISTING MIPROVEMENTS 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS. 6' HIGH DECORATIVE I 0.5' 4' lO f 32' SLUMPSTONE WALL j EXIST. AC PAVEMENT TO REMAIN 2. PRIOR TO THE COMMENCEMENT OF ANY RANTING, AN AGRONOMY SOILS REPORT SIGNING & STRIPING IMPROVEMENTS PER LANDSCAPE I SHALL BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT 60 INSTALL STREET NAME SIGN PER CITY STD. PL 401-A & 401-8. EA 1 PLANS I I a DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE 1 3 HIGH PVC CITY INSPECTOR. 61 INSTALL STOP SIGN PER CITY STD. PL 401-8 (R1). 4 I RAIL FENCE VARIES , 4 _- 62 STENCIL 'STOP' AND STOP BAR. EA 5 7 1 VARIES MIN. ' -_-_-_ _ (t 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING ?�- 3. MAX' ------ J I DIVISION. 63 INSTALL R26(S) SIGN PER CALTRANS STD. ON STREET LIGHT EA 2 - - L . `i 64 INSTALL W53 SIGN PER CALTRANS STD. SIGN ON STREET LIGHT 13 3 - _ 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. 65 INSTALL R2(45) SKIN AND STENCIL '45' EA 1 2 66 INSTALL W17 SKIN PER CALTRANS STD. Fa 2 WLSOV N A VEME 67 INSTILL DOUBLE YELLOW CENTER LINE PER CITY STD. PL 133 LF 2,388 N.T.S. 68 INSTALL 4' SKIP WHITE LANE LINE PER CRY STD. PL 133 LF 1,908 69 INSTALL 4• SOLID WHITE LANE LINE PER CITY STD. PL 133 LF 633 70 STENCIL 'STOP AHEADr EA 6 71 INSTALL 4' YELLOW TWO-WAY LEFT-TURN LANE UNE PER CITY STD. PL 133 LF 980 72 INSTALL W17 SIGN PER CAI-TRANS STD. ON STREET LIGHT EA 1 ' EQUESTRIAN TRAIL PER 73 INSTALL STREET NAME SIGN ON STREET LIGHT EA 1 LANDSCAPE ARCHITECT'S PLANS 74 REMOVE RIGHT TURN ARROW EA 2 SOUIHTYI I R111V 3 0, I 1�2.0' 5 0, 75 REPLACE EXIST. 8' MADE SOLD WHITE LANE LIVE WITH f WIDE SOLID WHITE LF 144 LI VARIES 34.06' TO 41.10' AIX. TRACT NO. 16430 I I I I 22' 22' VARIES EXIST. IMPROVEMENTS 12.06' TO 19.10' MAX BCR TO REMAIN f5' f 15' 4 10.5' R=4' \ f 1 NOTE: \� ---_� 1 4_ _ __--- _ w _ _ • "mow J71 rr 3 R.G. PAD DIMENSIONS AND DETAILS ARE PER CITY STD. 102 EXCEPT WHERE MODIf1ED AS SHOWN TO JOIN EQUESTRIAN TRAIL CITY OF RANCHO CUCAMONGA HILLSIDE ROAD ESS/ STREET & STORM DRAIN IMPROVEMENT PLANS FOR �pf N TS. MODE ED ACCESS RAMP DETAL �° ,�� C. �s TYPICAL SECTION N.T.S. No. 20596 r" m Exp. 9-30-OS TRACT NO. 16430 c* 01Vit �r APPROVED BY DATE: CITY ENGINEER RCE NO 24953 CITY OF RANCHO CUCAMONGA DESIGN 1O«E ,,,,,,,,,,,,,,,,,R RECO DED R.C. lwm me BENCHMARK NO. 10051, ELEV.: 1300.686 .,.,c N kvim.CA VU14 SET r BRASS DISK IN CONC. CURBVaimr.000-251-W21 STAMPED 'CITY OF RANCHO CUDRAWN NMICAMONGA BM .CM...: .� 909.25,-0"6 SHEET 10051 1987' AT THE NORTHWEST CORNER OF D.L. P► E R s E N 6 1 NI 125 SURVEYORS ` OF BASE UNE ROAD AND SWANSON PLACE 0.25 MILES WEST OF ETTWANDA AVENUE, AT CHECKED DRAWING NO. DESCRIPTION OF REVISION DATE CRY SOUTHERLY END OF CATCH BASIN 2 FT. NORTH S.C.M. CE NO 20596 APPROVED: OF CURB RETURN. DATE FILE NO 1975 — - - - - - _ I:\40320\IMPIANS\SIP02.dwg 7/20/04 PROJECT SHEET N0. Z- OF �! 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I s r - �I I� IIll ° 3 b °,� A� �1 '�o �' y F8 .Z: I f -- - BCR -til L , - I', 1 Ij}j _ �" A - - III SCALE 1"=40' ",�.`�' 1,- :_ {Y,l, I `�) , _ u _ I 11 �!' -- - `' ! 3 - - - . . _. _ . , I ;I N �� I I _ ��� T 4 . l i I{I B, -- -- -- — — .x, _ i I O - _.- -r — ._-... ` -. _. ... _ _ _ A` 4 �r-.i __ _-. _ -_L.. - _-_�*C V__ I� i i--2*- -- ._-_ ,.. _ O - ..__ �' 2 1 � - _ IR4C?r BdUIVDi4RY '*1�"�ti �, 2 O ---- --- - - - z \, I I I ,� - I ---- - }� 1 1� -- ____ _ _—� h o, —_ �s .5_ �� _ ,... - .. :: ..fes _ � _.,......... _ _ - .<.,.. _ __.. ._. __ y_ � r-. I 1 - - _.- _ _. 'ry s i - �[ fi - _ --- - --.-. - /..l j r 1 r , __- — — -- - I 6 '/� !i / r : - _ _. / N 89'26'00" E 704.07 4 1 a _ - I — EX157 EP N 0'2 20 E ?0. _. INIM'l�C)1�EAIENTS = Q'IST. i1C PAVEIIIEM 1t7 IP�(All1' �� 1VG^ - _ Y_ } 1 � �C` �c,, �l _ _ _ -- f _ __ w , - - -- - ,�, I f r 7 c I� - S � - i I ----- - X 1 .�. . _r y. y....�v-.:.-. .�.�., ` �� 1,, i 1 _. L.i�" ��1 / - .i� r' 1 4 •> 1 -`k.. ('1 1;/ IIs t �` / i �`J�f � ��iIQ��� c, _tin. 1 ( '! fI i IL� V i�� iii �c. +���x 1' i�i{ I I ! i O _ , ) -f' I �3 WIL SON A VENUE 5' S' S' S' o� 5" 5' S" 5' 5" '4' S' o ARCHIBALD A VENUE CONSTRUCTION NOTES ^ ^ ^ ^ ad - u I N ^� V O S I N ^7 u'S � ^ c D + + + + + W y �. }. + + + + + + + Q1 CONSTRUCT 6' AC OVER 6' AB (EXTERIOR STREET) N N N H N ; ; ; ; � R N � o CCT V-8 «,RB & «�R PER CI Y SM. PL 104. I � � CITY OF RANCHO CUCAMONGA Q axvsrRucT coNCREr>: SIDEWALK PER CRY sm. PL 103. 6,��,1 �' ! �� '� rc >> 13 �C, , � '"�� 9�0 0- �C' �y , ms' s''�, STREET MPROVEMENT PLANS FOR 4Q CONSTRl1CT ACCESS RAMP PER CITY STD. PL 102 & 103 MODIFIED PER DETAIL SHEET 2. 1 6�. '-�, Ii c. fj 0 ',Lj � ��' C -� na% ? i 6 � � w ,- ,y. —4 _.►cg � © CONSTRUCT LOCAL DEPRESSION AT CATCH BASIN PER CRY STD. PL 307 h cN N c'•� •F "� �, '22 N `c„ O OF ESS/ l h h N N �4 . V t vNi V b v+ `0") V tp co c QK 0� CASE 'A' SHOWN ON PUW, AND PER DETAIL ON HEREON. �`�' '� �'� o �'� o �, 1 1� co �' 1 `� N �`, C �zI V �' �-) - �^ -- �� . � �z WILSON AVENUE & ARCHIBALD AVENUE © WTALL STREET LIRM 9500 LUMEN HPSV BY SCE, PAID AND COORDINATED BY DEVELOPER A A w (n No. 20596 rs ,,, REMOVE EXISTING AC BERM LOCk DEPRESSION CB 14 LOCAL DEPRESSION CB I3 LOCAL DEPRESSION CB #2 d Exp. 9-30-05 r TRACT NO. 16430 ® EXISTING POWER POLE TO BE RELOCATED BY OTHERS OMI. �* i DENOTES S4WCUT & REMOVE �lF O. CA�IE6�' ® onsnNc TREES EXIST. PAVEMENT APPROVED BY DATE: o ® EXISTING MAILBOX TO BE REMOVED AND RELOCATED CITY ENGINEER RCE N O 24953 0 SAWCUT AND REMOVE EXIST• PAVEMENT CITY OF RANCHO CUCAMONGA DESIGN .aR.1 17=11,,x,,,,,,,.• REC ED REMOVE per• GRATE HLET BENCHMARK NO. 10051, ELEV.: 1300.686 R•C• n e.o c" ,�u M14 ® CURVE TABLE SET Y BRASS DISK IN CONC. CURB DRAWN .�N.►.: �»",� SHEET # A R L T STAMPED 'CITY OF RANCHO CUCAMONGA BM A 89' 00 '40' 35 , 00 ' 54 . 37 ' 34 . 40 ' 10051 1987' AT THE NORTHWEST CORNER OF D.L. rig ERs ENGINEERS SURVEYOR: B 90' 00 ' 00' 35 , 00 ' 54 . 98 ' 35 , 00 ' l A99F-P PKIVEWAY ON WILSON AVE. -RELOCr4TEP ST UGHT 8-2-04 � --- BASE LINE ROAD AND SWANSON PLACE 0.25 OF 8 MILES WEST OF ETIWANDA AVENUE, AT CHECKED 20596 DRAWING NO. DESCRIPTION OF REVISION DATE C SOUTHERLY END OF CATCH BASIN 2 FT. NORTH SCM RCE NO APPROVED: OF CURB RETURN. DATE ?'(aI•04 FILE NO 1975 - ---_ - I:\40320\IMPUWS\SIP03.dwg 7/20/04 PROJECT SHEET NO. �OF *1 � f - .Ir • - WIN ullp - - ME - � —_s �ess_s_s_sa== � V' 's ��_���' � -: �: � � ��� �� s�.."� moi_+� �s�s ggmaa � .'• , r _!! 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SCALE ~-40' I f ► �` �/ an is nm KL USMA N AVENUE CITY OF RANCHO CUCAMONGA HILLSIDE ROAD- STET NPROVBtfM PLANS FOR EsH�LSIDE ROAD CURVE TABLE N�``���'� c•. ��^�, # A R L TN ,� m596 m KLUSMAN AVENUE A 125.05' i 0• 24 . 15' S2. 73 ' 46 . 48 ' d Exp. 9-30-R rn 5 . 00' 4 . 91 2 .67 ' TRACT NO. 1430 B 56. 15'07' ' �tj'l �IVIIr ��* DM7ES S40VUT & REMOVE �OF % APPROVED BY �� DATE: � p(� pAV�� CITY ENGINEER RCE NO 24953 CITY OF RANCHO CUCAMONGA DESIGN RECOM D D BENCHMARK NO. 10051, ELEV.: 1300.686 R.C. e R e c N r.im,a M14 SET 2• BRASS DISK IN CONC. CURB DRAWN va``' -—_. STAMPED *CITY OF RANCHO CUCAMONGA BM SCNV►r: M ma91W251-411116 SHEET CURVE TABLE 10051 198'r AT THE NORTHWEST CORNER OF D.L PIAN ERE ENGINEERS SURVIY02$ 5 OF 8 # D R L T BASE LINE ROAD AND SWANSON PLACE 0.25 A 9 0' 04 ' 07' 1 35. 00 ' 55 . 02 ' 35 . 04 ' CITY SOUTHERLY MR-ES WEST�OF CATCH AVENUE, 2 FT CHECKED DRAWING N0. DESCRIPTION OF REVISION DATE S.C.M. -_ RCE NO 20596 APPROVED: OF CURB RETURN. 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