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HomeMy WebLinkAbout1984 GENERAL NOTES STREET & STORM DRAIN IMPROVEMENT PLANS FOR � 1. ALL WORK 94 ALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - 1997 EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS. TRACT NO 16545 CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO ` THESE STANDARDS AND SPECIFICATIONS. awfm smm J 2. ALL PIPEUNES OR SUBSTRUCTURES OF ANY KID, TELEPHONE OR POWER POLES, WATER L METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO IR BE DONE IN THE CITY OF RANCHO CUCAMONGA SHALL BE REMOVED, REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO PROJECT o �vauE COST TO THE CITY OF RANCHO CUCAMONGA. SITE 3. ANY CONTRACTOR PERFORMRNG WORK ON THIS PROJECT SHALL FAMILARIZE HMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. '�� � 4. A PERMIT SHALL BE OBTAM FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY 3 CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. 4 > ------ ---wv----------- ---------wv-- --- 5. ALL GRADE STAKES SWILL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SWILL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB- BANYAN STREET i � � V�TY MAP GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES -..- -_ ___. -- _._. __. ._­ (� ! N.T.S. MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. I ! 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, YAWS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. 5 6 CONSTRUCTION NOTES 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 CONSTRUCTION NOTES FOR STREET TREES ( I , �_�-_ NO. STREET IMPROVEMENTS UNIT QUANTITY RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PIANS. I 1 CONSTRUCT MIN. 4" Ac OVER MHN. 4` AB. (SEE GENERAL NOTES 9 AND 10) SF 8,296 � �I I 1 2 CONSTRUCT A2-8 CURB & GUTTER PER CITY STD. PL 104. LF 742 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY 4 I I ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY, OIL 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT � I I I 3 CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL 103. SF 5,791 CONTENT AND GRADATION OF ASPHALT PAVING. SWILL BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT till 1 I DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE c I 1 I 4 CONSTRUCT ACCESS RAMP PER CITY STD. PL 102 & 103. EA 1 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY INSPECTOR. A II 5 CONSTRUCT A2-6 CURB GUTTER PER CITY SID. Pl. 104 tf 620 CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: R-VALUE, �--. 8 NI SAVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING u '7111 1 I 6 INSTALL HYDRANT MARKERS PER CITY STD. PL 134 EA 1 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN DMSION. I 7 CONSTRUCT MIN. 3- AC OVER MM. C AB. (SEE GENERAL NOTES 9 AND 10) SF 11,701 TO DETERMINE STRUCTURAL SECTIONS & VERIFIED PRIOR PAVING. IF- 2 91 -1 4. STREET TREES ARE TO BEPLANTEDPER PUBLIC IMPROVEMENT PLANS ONLY. I 2 9 I I ! 1 I I 8 REMOVE EXISTING CONCRETE '1r DRAIN Lf 50 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHIIH CONSISTS OF A ROCKY I I 1 9 CONSTRUCT PARKWAY DRAIN PER APWA STD. 151-0 (S=2,C) EA 2 MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE I I I I 10 CONSTRUCT SIDEWALK TRANSITION SF 1 GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL STREET TREES SCHEDULE: 11 TRANSITION SIDEWALK TO JOIN EXISTING EA Nis 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILMIT REGISTERED BY THE EPA FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE1 0 I I J 13 INSTALL STREET LIGHTS 5800 LIMEN HPSV BY SCE, PAID & COORDINATED BY DEVELOPER EA 5 MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. LEGEND STREET BOTANICAL NAME COMMON NAME MI SPACE SPACING SIZE QUANTITY ORIENTATION 14 ADJUST SEWER MANHOLE TO GRADE. EA 1 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR CONVENIENCE - -- ! I 15 ADJUST WATER VALVES TO GRADE. EA 1 JADEITE AVENUE MAGNOLIA GRANDIFLORA NCN 3' '20O.C. 15 GAL 15 EA. _ ti 16 INSTALL STREET LIGHTS 9500 LUMEN HPSV BY SCE, PIVD & COORDINATED BY DEVELOPER EA 2 THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF - F- CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY *ST. Mw o Lo T b ExnTm_ LDT 16 THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE Z CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 0 TACT 063B 18 REMOVE EXISTING AC BERM/CONCRETE CURB LF 600 _ K 19 CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PL 101 (W AS SHOWN ON PLAN) SF 140 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BE CONSTRUCTED AT EACH ONTERSECTION. 20 EXISTING POWER POLE TO BE RELOCATED BY OTHERS - PND BY DEVELOPER EA 1 0 15. CITY APPROVAL OF PLANS DOES NOT RLLIEVE THE RESPONSIBILITY FOR cn 21 SAWCUT AND REMOVE EXIST. PAVEMENT SF 14,520 THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON INDEX MAP REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY 22 STREET TREES SHALL BE INSTALLED PER THE NOTES AND LEGEND ON SHEET 1 Fa ENGINEER FOR APPROVAL. 1"=80' 23 CONSTRUCT MIN AC OVER MON AB (SEE GENERAL NOTES 9 AND 10) SF 12,990 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE NOTE: SIGNING & STRIPPING IMPROVEMENT INSPECTOR. 17. THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL NOT BE SEE LANDSCAPE MAINTENANCE DISTRICT PLANS FOR THE LANDSCAPING 30 INSTALL STOP SIGN PER CITY STANDARD PLAN. 401-B (R1). EA 1 PLACED UNTIL ALL UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED ON ARCHIBALD AVENUE & BANYAN STREET. R11W RIV 31 STENCIL "STOP'' AND STOP BAR. EA 1 ALL ON-SITE IMPROVEMENTS INCLUDING ALL GRADING HAVE BEEN COMPLETED, AND ALL UN- 50' ACCEPTABLE PARKWAY AND ROADWAY WROVEMENTS ARE REMOVED AND REPLACED TO THE SATINS- 32 INSTALL R26 SIGN ON POST OR STREET LIGHT STANDARD PER CITY STANDARD PINI 401-8 g FACTION OF THE CITY ENGINEER. 5' SIDEWALK) 25' 25' L 5' SIDEWALK 33 INSTALL R26(S) SIGN PER CALTRANS STD. ON STREET LIGHT EA 1 EASEMENT I 7' 18' 18' 7' 1 I EASEMENT 34 INSTALL R26(E) SIGN PER CALTRANS STD. 'NO PARKING HERE TO CORNER'' EA 1 UTLf TY C(WACT , 1.0' _ 1.0' O�-* 35 INSTALL R26 SIGN PER CAI-TRANS STD. ON STREET LIGHT EA 2 CONTACT ALL UTILITY COMPANIES AS REMUIR'ED, 48 HOURS PRIOR TO EXCAVATION. I I � 36 INSTALL W53 SIGN PER CALTRANS STD. ON EXIST. STREET LIGHT EA 1 P TA WATER DISTRICT SOUTHERN F RNIA I 2Z 5 7 0.03' 5 2% I 2 37 STENCIL 'STOP AHEAIT EA 1 SIN GABRIEL VALLEY MUNICIPAL WATER DISTRICT (818) 969-7911 METRO OU N W D C OF SOU CAU 0 _ MR. BOB STAWNGS -� --- -- - --- -- r- 38 INSTALL STREET NAME SKIN PER CITY STD. PL 401-A 401-8 EA 1 FOR BASE LINE ROAD CONSTRUCTION - NOTIFY MR, JOE MIRONE OF WATER SYSTEM OPERATIONS GROUP, TELEPHONE 3 a ,; 3 (909) 776-2664 AT LEAST TWO WORKING DAYS PRIOR TO STARTING ANY WORK a.;a o ° o e: 39 INSTALL DOUBLE YELLOW CENTER LINE PER CITY STD. PL 133 LF 716 GENERAL TELEPHONE 1-800-483-3000 IN THE VICINITY OF MWD FACILITIES. ° = = 40 INSTALL C SKIP WHITE LANE LIE PER CITY STD. PL 133 LF 348 4 7.5' 5 7 SOUTHERN CALIFORNIA GAS COMPANY 1-800-427-2200 RES. TYPICAL SEC I T ION 5 4 41 INSTALL C SOLID WHITE LANE LINE PER CITY STD. PL 133 LF 716 216 N. EUCUD AVENUE 1-800-427-2000 COMM. ONTARIO, CA 91762 JADEITE STREET 42 NSTALL Cr SOLID WHITE LANE UNE PER CITY STD. PL 133 LF 332 CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591 A RANCHO INCA 91730 LEGEND METROPOLITAN WATER DISTRICT (909) 593-7474 Army N'LY S,LY 700 N. MORENO AVENUE Rey R/W 66' RIV 9 DENOTES STREET PLAN SHEET NUMBER LA VERNE, CA 91750 100 R11W 33' 33' S' 2' COMCAST 1205 DUPONT STREET (PORTION OF RED HAI) 50' ¢ 50' EAST HALF OF STREET 1 l' 22' 22' 11' 8 COTES STRIPING PLAN SPIFFY NUMBER ONTARIO, CA 917621. FULLY IMPROVED MARKS CJABLEVISION 987-62751 14' 36 1 EXIS77NG IMPROVEMENTS 4' 4' I� LOCK WALL PER PRECISE y{ DENOTES STREET PROPOSEDLE GRADING PLANS 10808 FOOTHILL BLVD. #120 909 880-0222 0.5' 4' j- 9.5' i l f 25f VARIES-11' TO 22Y RANCHO CUCAMONGA, CA 91730 -'� L.,o DENOTES EXISTING STREET Lon AC PAVEMENT EXISTING IMPROVEMENT SAWCUT UNE 1 � Q� TO BE REMOVE TO REMAIN ® � I I ' 2X S STREET NAME S�1 VARIES L ___ _ VARIES i I 1.5X -� ------ -- 7BEPM@ � TO 3.56X I L.E_- __---- ---- , � - DENOTES TRAFFIC SIGH PRIVATE ENGINEER'S NOTICE TO CONTRACTOR 2x II e_� ° ROUGH GRAD£dPAD 3 ----- -- CITY OF RANCHO CUCAMONGA THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPS OR STRUCTURES e° 21 EXISTINSHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE OR COTHSEBEST OF OUR PLANS. KNOWLEDGE THERE THE CONTRACTOR IS REQUIRED TOE NO GUTIUTIES EXCEPT AS SHOWN ON TAKE DUE PRECAU11ONARY METHODS 2 EXISTING AC 18 21 SEF PSIDEWALK ADJACENT TO CURB STREET IMPROVEMENT PLANS FOR TO PROTECT THE UTILITIES SHOWN AND OTHER LINES OR STRUCTURES NOT SHOWN ON BERM BETWEEN STATIONS 10+74.72 Q�Of ESS/0, THESE PLANS. TYPICAL SECTION TYPICAL SECTION AND 11+05.00 `l C. ��y TRACT NO. 16545 ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED PROVIDED A SAFE PLACE CONDUCT WORK ANED IR THEERATIONP BUTO THESE PLANS SHALL C ISOPROTECTED.THAT ALLARE CONTRACTORS ARCHIBALD AVENUE BANYAN STREET PLOYEES �' No. 20596 r" m TITLE SHEET AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH W, Exp. 9-30-05 REGULATIONS' OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION CIVIL �* THE CML ENGINEER SHALL NOT BE RESPONSIBLE ON ANY WAY FOR THE CONTRACTOR'S qTF �L�f APPROVED BY DATE: AND SUBCONTRACTOR'S COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTH EXISTING SURVEY MONUMENTATION pfESS/ CITY ENGINEER �� RCE NO 24953 REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS 'CONSTRUCTION Q(� 0�, I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD(S) THAT COULD BE DISTURBED BYNo. 20596�O `l C. , DESIGN MonsE In"R.&MA". RECO E4NDED CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE ' THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST IN TH FIELD ARE SHOWN ON THESE PLANS AND ARE `� 2 CITY OF RANCHO CUCAMONGA *+E350 FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF DESCRIBED AS FOLLOWS: N v, s BENCHMARK NO. 10051, ELEV.: 1300.686 R.C.RCo o R,c M ra.,.,CA VM14 �" ,Z THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS r,, SET 2" BRASS DISK IN CONC. CURB v. «,-:s,-a:, REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING NONE d* Exp. 9-30-05 * STAMPED "CITY OF RANCHO CUCAMONGA BM DRAWN scwscr: FAX: OW251-W16 SHEE HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER `l CIVIL �P 10051 1987' AT THE NORTHWEST CORNER OF D.L ►L A N'N E jtE N 6 E E[f SURVEYORS 1 4 AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN DATE 9TH, BASE UNE ROAD AND SWANSON PLACE 0.25 OF CONNECTION WITH THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE STANLEY C. MORSE RCE NO. 20596 Gly' CALVE MILES WEST OF ETIWANDA AVENUE, AT CHECKED 20596 DRAWING NO. NEGLIGENCE OF THE OWNER OR ENGINEER. E NO DESCRIPTION OF REVISION DATE CITY SOUTHERLY END OF CATCH BASIN 2 FT. NORTH S.C.M. APPROVED: OF CURB RETURN. DATE / FILE NO 1984 1:\40326\IMPLANS\SIP0I.dwg 6/18/04 PROJECT SHEET NO. 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J -- SCALE 1"=4 TRACT NO. ��J 19 �- i d o 1 II I ❑ T ti 5 PRIVATE i 0 5' MVA `� 3 lig. m co 004 3AC T 1 '4� � w ` ^a+ 10 9N - 61SEMENT yf 5' 3q v+ ti u i "" 1 •� U z^ a 5 D a O Exrs 4 + r-• a" W O ►7 > ; 19 TV. "� cc �� .� 1�lIH . y �+ l n io �� N Q, _ 21 + J + 01) h `� 19 --- J g C t - - - 6 l 4� 027 2 1 _57R UGIT — T ,. E 3 GASP- = - — 1—- - - - --- - _ CIC / p 14 A �' � ;` 6 '_ h'' _ 21\ �G M`1� -- -- --120' W TER M,W,D— — --- ^ ---tc:�i1�3�iQ +— AIIPkOVEME7VTS P£R 7 4 16. /.20 ft l,, � �,� 5� 95 S ---- - - --- RZ4CT N0. 9636 TO REMAIN !V 0.273 E t r -` `} JR. "� `_ \6�� G�f'4\ - 19 ----- ---------- -----'�---- ----- --- -- -�- -- - `� I S B� o, \f ao 6,W - --- - r, -- - - --'t--- - - -61W- -moo - --' - - - - - -L - - -- -- --- --- --11 •W - -- - -- \ '� + \ EPLACE VEkTW \ 11 s -- - - --- - ---_ �- --I - Q RAE CENTERLINE'qF THE S1�1i1' r, • `v " w 3 19.24' � f' lil a' n— - ~- CWALT - Cv —J �j t fi- N � ALD1:'53 V PC IXIST. RETAINING WALL $ ,� *M &OCK WAU M - W� . MP P& ROU91 JADEITE A VENUE- &WMGo � g og � WS Wo CITY OF RANCHO CUCAMONGA m STREET FAMOVEMIENT PLANS FOR c 2 ESS/0, CONSTRUCTION NOTES W(i g o ��`�°����� �y JADEITE ROAD CURVE TABLE W c, ' Eno. �� Z Q2 cONs7mcT A2-8 CURB & GUTTER PER cr>Y sTD. PL 104. 1© INSTALL STREET UMTS 5800 LUMEN HPSV BY SCE, PAID A COORDINATED BY DEVELOPER # D R L T LEGEND d* Exp. 9230 05 * TRACT NO. 16545 Q3 CONSTRUCT CONCRETE SIDEWALK PER CRY sTD. PL 103. 14 ADJUST SEWER MANHOLE TO GRADE A 17' 0 0 '58' 282 . 00 ' 83 . 75 ' 42 . 19 '_ `� OV T coNSma ACCESS RAMP PER crTY sTD. PL 1o2 A 103. 1s INSTALL STREET LIGHT'S 9500 LUMEN HPSV BY SCE, PND A COORDINATED BY DEVELOPER B 17: 00 '58' 300 . 00 ' 89 . 10 ' 44 . 88 ' DENOTES REMOVE EXIST. PAVEMENT. 9rF� G��F APPROVED BY DATE: o- C 17 00 58 318 . 00 94 : 44 47 . 57 24953 0 CONSTRUCT A2-6 CURB & GUTTER PER CRY sm. PL 104 t 8 REMOVE EXIS'TTNG AC BERM/CONCRETE CURB D 12-48 ' 12' 318 . 001 71 , 06 ' 35 . 68 ' CITY ENGINEER RCE No © INSTALL HYDRANT MARKERS PER CITY STD. PL 134 19 CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PL 101 (WAS SHOWN ON PLAN) E 17' 01 ' 13' 300 . 00 ' 89 , 12 ' 44 , 89 / CITY OF RANCHO CUCAMONGA DESIGN „o.,t 17M I."A . RECO M NDE D R.C. fdb 190 7O CONSTRUCT MIN. S TIC OVER MIN. 4• AB (SEE GENERAL NOTES 9 AND 10) ® EXISTING POWER POLE TO BE RELOCATED BY OTHERS F 7-53 ' 03' 282 . 00 ' 38 . 80 ' 19 . 43 ' BENCHMARK NO. 10051, ELEV.: 1300.686 .,ff,c„ a vt w,CA VX14 SAWCUT AND REMOVE EXIST PAVEMENT G 1 1 '29 ' 05' 112 . 00 ' 22 . 45 ' 11 . 26 ' SET 2" BRASS DISK IN CONC. CURB , �•n-M-ml Q9 CONSTRUCT CURBw DRAM OUTLET PER CRY sTD. PL 107-8 © STAMPED "CITY OF RANCHO CUCAMONGA BM DRAWN sCNULT: .AX: ...-:s,-w,. SH66 H 22#48 '23' 112 . 00 ' 44 . 58 ' 22 . 59 ' 10051 1987 AT THE NORTHWEST CORNER OF D.L. r L A N E N NEE■s SURVEYORS n 11 TRARS�TION SIDEWALK TO JOIN EXISTING ® INSTALL STREET TREES PER SCHEDULE AND NOTES ON SHEET 1 I 209#22 '20# 38 , 00 ' 138 , 86 ' 144 , 99 ' BASE LINE ROAD AND SWANSON PLACE 0.25 L OF ® CONSTRUCT MIN AB OVER MIN AC (SEE GENERAL NOTES 9 AND 10) J 90#43 '37' 35 , 00 ' 55 . 42 ' 35 . 45 ' MILES WEST OF ETTWANDA AVENUE, AT CHECKED 1 E NO 20596 DRAWING NO. DESCRIPTION OF REVISION DATE CITY SOUTHERLY END OF CATCH BASIN 2 FT. NORTH S.C.M. APPROVED: OF CURB RETURN. DAT G FILE NO 1984 140326\IMPLANS\SIP02.dwg 6/18/04 PROJECT SHEET NO. 2 OF _ _ - _ - _ _ . - -- - - - _ _ - -- -- . - _ _ _ - - - - - __ _ - _ _ _ _ - - _ _ - _ - _ _._ - - _ _ _ - - _ - - _ _ - - __ __ - - - - - _ __ _ _ - -- . -- - __ .- - . -- - _ - I -1 . _ _ _ - - - - - _ -_ - - -- - -_ � . . _-. . - _ _ _ - _ _ - - - . __ - fl _ - - -- .- - - - -- - - - _ _ -_-+::--L- - - _ _ - - _ - - _ _ _ - - -- - -- - - - -- - - - - - - - - - - - - - - - -- - - _ _ - - - _ ..- - - - - -. - - - _ - - *- - - , - -- -- - - _ _. - - - - - - - - - - - — - - — - - _ - - -- - - - �4 - - - - - - - _ - - -- _ - - - - - — - - -- - - -- - - -- - - - - - - - - - - - _ - - -- -- - - - - - -- - - - - - - - - - - - - - - -- --- _ ___ - - - - --- - -- - -- - -- - - - — - --- - -- - - - - - - - - - -- - -- -- - _ -. -- - -- - -- - - - - - _ -- - - - _ - - - - - - - - - - - - - -- - - -. - - - - - - - # - - LLI _. _ -. .. _.. - --- -. _ -. _ - - _ K - -. -_ _. .-_ _._. _.._. 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ACICONC. BERM/ 18 N —� ~ I I 1645 + o �, _ ^ o Nac; � ' I I COBBLESTONE PER - j '/ I LANDSG4PE ARCHITECT - ---- ~, (n � - 6 - � 4' 36' I Y. i® I / STREET 7.0' PLAN CANcRE7F � L. --� - CONOW 1 1 13 IRANSl110N CggBLE3Tp CURB/HEADER ,,110 C) ARCHIBALD A VE Q � X_Sficmv % - I 7F���7 . ���- �� I SEE SHEET NO. 2 AT RIGHT ''ti - DETAIL 'A" SECTION 'A-A' BANYAN STREET cONc 1641.6 F--- --� CITY OF RANCHO CUCAMONGA STREET WROVEIVIENT PLANS FOR QFtOF ESS/o'Y9 CONSTRUCTION NOTES LEGEND 1:7e <1r-1���� �� `� BANYAN ST. & ARCHIBALD AVE. 1� �s y`Co No. ' d Exp. 9230-05 � TRACT NO. 16545 Qi CONSTRUCT MIN. 4 AC OVER MIN. IC AB (SEE GENERAL NOTES 9 AND 10) DENOTES REMOVE EXIST. PAVEMENT. *9r Civil- �* O CONSTRUCT A2-8 CURB & wn-ER PER CRY STD PL 104 F CAl_�� APPROVED 8Y : I DATE: � CONsrRucT CONCRETE SDEYIALK PER CITY STD. PL 103' CITY ENGINEER .-�-��%�1,� RCE N 24953 O4 CONSTRUCT ACCESS RAMP PER CITY STD. PL 102 & 103. DESIGN WTALL STREET WITS 5�o LUMN N� BY SCE. PAID & ooaR MTED BY DEVELOPER CITY OF RANCHO CUCAMONGA .o..� sono e.w��... RE LADED R.C. I...,C 1® REMOVE COSTING AC BERM/CONCRETE CURB SET 2"MBRASS DISK �CONC. CURB 0.686 ' ,o�,�„ W%,,.,4M SCALE 1"=40' CURVE TABLE STAMPED 'CITY OF RANCHO CUCAMONGA BM DRAWN s e.u,v: mx. 900" -WIG SHE(T ® SAWCUT AND REMOVE EXIST. PAVEMENT 10051 1987" AT THE NORTHWEST CORNER OF D.L. P L A N E 1 N E E a s s u a v E v o R s 3 4 # D R L T BASE UNE ROAD AND SWANSON PLACE 0.25 OF A 90-43 '37- 35 . 00 ' 55 . 42 ' 1 35 . 45 ' MILES WEST OF ETIWANDA AVENUE, AT CHECKED 20596 DRAWING NO. DESCRIPTION OF REVISION DATE CRY SOUTHERLY END OF CATCH BASIN 2 FT. NORTH S.C.M. RCE No APPROVED: OF CURB RETURN. DATE FILE NO 1984 - - - - 140326\IMPLANS\SIP03.dwg 6/18/04 PROJECT SHEET LA0. 3 OF