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1981
i STREET AND STORM DRAIN IMPROVEMENT PLANS GENERAL NOTES 1. ALL WORK SHALL BE DON IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO 18 PROVIDE A MINIMUM OF Jr CONDUIT FOR FUTURE FIBER OPTIC USE BASELINE RD. VICTORIA ARBORS CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS ON ALL STREETS WITH CONNECTION THROUGH THE PARKWAY TO EACH LOTVICTORIA PROJECT SITE CONURIiENI STR TO SHALL BE IEDR WITH AND SHALL BE SPONSIBLE FOR ,ADHERENCE AMENDMENTS. OR PARCEL (FIBER-TO-THE-CURB, FTTC). SEE DRY UTILITY PLANS FOR DETAILS.COR 'b x , THESE STANDARDS AND SPECIFICATIONS. CHURCH SI. 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER FOOTHILL BLVD. METERS. VALYES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THETRACT RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE NOw 1637 ARROW RT. SHALL. BE REMOVED, REPTACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. I ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMMIZE HIMSELF WITH a a THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES IN THE CITY OF R CUCAMONGA RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS. WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 4TH ST. 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. t 5. ALL GRADE STAKES SHALT,. BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL. BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB- GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL. PAYING STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL. CURVE AREAS. f 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS. MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. - - --- -- �� VICINITY MAP 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 NOT TO SCALE RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TEST'S SHALL. BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. i 8. AT THE COMPLETION OF PAYING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY � � ' 819 ENGINEER USTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY, OIL 16 (115) CONTENT AND GRADATION OF ASPHALT PAVING. ( I 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: R-VALUE. �11� ADE SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. ( [- A / i163 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN i 1 ---VE ---- TO DETERMINE STRUCTURAL SECTIONS do VERIFIED PRIOR PAVING. _ _ i 20 - 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 ROCKS WHICH PROTRUDE 14 ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL. BE FILLED WITH A FINE f T �2 1 o a GRADE MATERIAL OF A QUALITY BETTER TWIN THE NATIVE MATERIAL. -- - � I � ► a 12 IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS S1ERIlANT REGISTERED � --- BY THE EPA FOR USE UNDER AC. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE !' 1 +� MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 22 24o 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF 1 , CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY 12 THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. � � � + r 23 , 3 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BE CONSTRUCTED AT EACH INTERSECTION. 1• --- _. 'l-_ 11 � — r- 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR M-THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY 2 1 STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. 10 17. THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHAD. NOT BE PLACED UNTIL ALL UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED ALL ON-SITE IMPROVEMENTS INCLUDING ALL GRADING HAVE BEEN COMPLETED. AND ALL UN- ACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE SATIS- 9 FACTION OF THE CITY ENGINEER. 8 UTILITY CONTACT CONTACT THE FOLLOWING, AS REQUIRED, 48 HOURS PRIOR TO IXCAYATIONs 7f� L E G E N D GENERAL TELEPHONE COMPANY' (800) 422-4132 280 SOUTH LOCUST P.O. BOX 2920 ° POMONA. CALIFORNIA 91766 J DENOTES STREET PIAN SHEET NUMBER SOUTHERN CALIFORNIA EDlSON CO. 1-800-655-4555 � 7951 REDWOOD AVE, D r1olDENOTES STORM DRAW PLAN SHEET NUMBER FONTANA, CA. 92336 CUCAMONGA VALLEY WATER DISTRICT: (909) 987-2591 ( DENOTES PROPOSED STEEP LIGHTS 10440 ASHFORD ST. RANCHO CUCAMONGA. CALIFORNIA 91730 0 DENOTES DOM STREET DCA CABL_E1/ISION: (714) 987-2225 � 4 9155 ARCHIBALD AVENUE, SUITE H RANCHO CUCAMONGA, CALIFORNIA 91730 INDEX MAS' 6- DENOTES STREET NAW SIGN ��SOUTHERN CALIFORNIA GAS COMPANY: 1-800-427-2200 RES. ` • �... 216 N. EUCLID AVE. 1-800-427-2000 COMM. SCALE : 1"=100' , \ O 400 TRAM SIGN ONTARIO, CA. 91762 i DD METROPOLITAN WATER DISTRICT: (909) 593-7474 700 N. MORENO AVENUE LA VERNE, CA. 91750 ` PACIFIC TELEPHONE COMPANY' (714) 999-5639 PRIVATE ENGINEER'S NOTICE TO CONTRACTOR DESCRIPTION of REVISION DATEAP T YEIr THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE SPECIAL NOTE: APPROVAL. OF THESE PLANS DOE$ NOT CONSTITUTE ENGINEERINQ BEST OF OUR KNOWLEDGE UTILITIES EXCEPT AS SHOWN ONCITY Q R A N C H Q C U C A M 0 N t A THESE PLANS. THE CONTRACTOR EXISTING IS REQUIRED CONTRACTOR ARE NO DUE PRECAUTIONARY METHODSTO ISSUE BUILDING PWM FINAL OCCUPANCIES FOR ANY TO PROTECT SPTHE UTILITIES SHOWN AND OTHER LINES OR STRUCTURES NOT SHOWN ON smm"E OF TRACTS SHOWN HEREON. STREET AND STORM DRAIN IMPROVEMENT PLANS FOR F- TFiESE PfRMIT3/0(�UPANCIES SHALL ONLY BE ISSUED AFTER N1 CONDITIONS � ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED AND TERM$ ARE GAPoRID OUT TO THE SATISFACTION OF THE CITY ENGINEER VICTORIA ARBORS TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE ANO/OR AS NOTED W THE RWW EfKqM D&MOPMENT A 00-We PROVIDED A SAFE PLACE TO WORK AND THE PUBJJC IS PROTECTED. ALL CONTRACTORS TITLE SHEET AND SUBCONTRACTORS SHALL COMPLY WITH THE OCCUPATIONAL. SAFETY AND HEALTH ON FU W THE OFFICE OF THE CffY CM REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIA!, RELATIONS "CONSTRUCTION TRACT NO. 16374 THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR'S AND SUBCONTRACTOR'S COMPLIANCE WITH THE OCCUPATIONAL SAFETY AND HEALTH EXISTING SURVEY MONUMENTATIONAPPROVED BY DATE: REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION Q LESS/p 953 HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORDS) THAT COULD BE DISTURBED BY �� C. CITY ENGINEER / RCE No h CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST IN E FIELD ARE SHOWN ON THESE PLANS AND ARE � ' �� �, CITY OF RANCHO CUCAMONGA DESIGN does• 17320Re�i1Ar. RECO DED DESCRIBED AS FOLLOWS: cn SWM 30 RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF `3 No. 20596 '^ A STANDARD PACIFIC HOMES BENCH MARK NUMBER 10051 R.P.P. eoeica irriw,u►9"14 THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS NONE `� Exp• 9-30-05 ELEVATION : 1300.686 , Yaus949-2s1-Sol 1 REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL, WORKING * * DRAWN scr�Lrs EA7& 949-23,1-0S1• SHEE HOURS; AND THAT THE CONTRACTOR SHALL. DEFEND, INDEMNIFY AND HOLD THE OWNER DATE •04 � 60;�"vv `�? CIVIL. ��' SET t BRASS DISK IN CONC. CURB STAMPED CITY OF Z AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, 9l INLAND EMPIRE D I V I S I O N E.V.J. v miss s s s n o l N f i a s s u a v s r o a s REAL OR ALLEGED IN STANLEY C. MOR RCE N0. 20596 F4c CAI,\F� RANCHO CUCAMONGA BM 10051 19$7' AT THE NORTHWEST 1 OF 5 � CONNECTION WITH THIS PROJECT. EXCEPTING FOR LIABILITY ARISING FROM THE SOLE 253'�'asl Rincon Sl�el, SuilB 200 CORNER OF BASE LINE ROAD AND SWANSON PLACE 0.25 CHECKED 20596 DRAWING N0. O NEGLIGENCE OF THE OWNER OR ENGINEER. C,9=4 Cali,�firnia 9,287'9-1330 MILES WEST OF ETIWANDA AVENUE, AT SOUTHERNLY END E NO ' I Q Test A (.909) 372-9500 ras �,90Y) 37.2-.YV0 OF CATCH BASIN 2 FT. NORTH OF BEGINING OF CURB. S.C.M. DATE FILE NO l a I:\52526\IMPLANS\TR 16374\SIPOI.dwg 3/31/04 F- PROJECT SHEET NO. OF ill I CONSTRUCTION NOTES & ESTIMATED QUANTITIES STREET TREES SCHEDULE: LEGEND STREET BOTANICAL. NAME COMMON NAME MIN. GROW SPACING SIZE QUANTITY ORIENTATION STREET IMPROVEMENTS w� SPACE UNIT QUANTITY MOSAIC DRIVE PYRUS CALLERYANA NCN 3' 20' O.C. 15 GAL 11 EA. 1. CONSTRUCT 3' AC OVER 4' AB. (INTERIOR STREET MIN. STREET SECTION). SF 37,380 .� 'ARISTOCRAT R/W & R/W 2. CONSTRUCT A2-6 CURB & GUTTER PER CITY STD. PL 104. LF 2,090 SUB-TOTAL 11 EA. 60' 3. 1 CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL 103. SF 8,390 4. 1 CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 & 103. EA 4 5. CONSTRUCT CROSS GUTTER PER CITY STD. PL 106-A SF - - o - 12' 18' 18' 12' i 6, CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PL 101 TYPE R-1 (W= I(f X= 3'). SF 3,570 7. INSTALL HYDRANT MARKERS PER CITY STD. PL 134. EA 3 8. INSTALL 4' SOLID YELLOW LANE LINE PER CITY STD. DWG. NO. 133. LF 125 p�'► 4' 7' 0.5' 0.02' 0 5' l' 4' 0 5' 9. INSTALL STREET NAME SIGN PER CITY STD. PL 401-A & 401-B. EA 4 1` ° 2 1 2 % 1 79. ._1=74-- tU INSTALL STOP SIGN PER CITY STD. PL 401-8 (R1). EA 3 3 •,: s , . ._ j-• It STENCIL 'STOP" AND STOP BAR. EA 3 12. INSTALL STREET LIGHTS 5800 LUMEN HPSY BY SCE, PAID & COORDINATED BY DEVELOPER EA 11 SONOMA CREEK COURT MAGNOLIA GRANDIFLORA NCN 5' 20' O.C. 15 GAL 36 EA 13 ADJUST SEWER MANHOLE TO GRADE FA 8 'ST. MARY' � . . R 67 T,I. 6.O 14. ADJUST WATER VALVES TO GRADE FA 4 im 4i TIFFANY PLACE RHUS LANCFA AFRICAN SUMAC 5' 2V O.C. 15 GAL. 13 EA 13 INSTALL STREET TREES PER SCHEDULE AND NOTES HEREON. EA 60 (TYPICAL) 60' R/W - INTERIOR STREET t4' REMOVE EXISTING WOOD BARRICADE EA 2 SUB-TOTAL 49 EA 17. INSTALL WOOD BARRICADE PER CITY STD. DWG. NO. 131-A. FA 1 N.T.S. 18. CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY STD. DWG. NO. 107-A EA --- 19. INSTALL W53 SIGN AND POST OR STREET LIGHT. EA 2 20. INSTALL R2(25) SIGN AND STENCIL '25'. EA 1 21. SAWCUT & REMOVE EXISTING PAVEMENT, CURB & GUTTER TO STN. 13+60.75. JOIN EXISTING PAVEMENT. LS 1 22.1 REMOVE EXISTING DRIVE APPROACH, WALK, CURB & GUTTER & SAWCUT 2' OF D(ISTWG PAVEMENT. LS 1 23. REMOVE EXISTING ACCESS ROAD UPON COMPLETION OF MOSAIC DRIVE IMPROVEMENTS. LS 1 24. CONSTRUCT A2-8 CURB & GUTTER PER CITY STD. PL 104. LF 45 TOTAL STORM DRAIN IMPROVEMENTS 30.1 CONSTRUCT 18' RCP STORM DRAIN f fY LOAD PER PROFILE). LF 195 60 FA, 31 1 CONSTRUCT 24' RCP STORM DRAIN (OF LOAD PER PROFILE). IF 116 32 CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. 300 (W AS SHOWN ON PLAN). EA 6 33 CONSTRUCT MANHOLE NO. 1 PER CITY STD. PL 318. EA 2 34. CONSTRUCT TRANSITION STRUCTURE NO.3 PER CITY STD. NO. 336. EA 2 35 CONSTRUCT 30" RCP STORM DRAIN ('fY LOAD PER PROFILE). LF 345 CONSTRUCTION NOTES FOR STREET TREES 36. CONSTRUCT 3d' RCP STORM DRAIN CD' LOAD PER PROFILE). LF 235 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PIANS. 37. REMOVE PORTION OF 3(f RCP D► 18 38. CONSTRUCT JUNCTION STRUCTURE NO. 2 PER CITY STD. NO. 331. EA 1 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT 39.1 CONSTRUCT MANHOLE NO. 2 PER CITY STD. NO. 319. EA 1 SHALL BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE 140.1CONSTRUCT BRICK & MORTAR SEAL EA 1 CITY INSPECTOR. 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. t STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. DESCRIPTION OF REVISION DATE CITY APPROVED: CITY OF RANCHO CUCAMONGA STREET IMPROVEMENT PLANS FOR Q�p' ES. VICTORIA ARBORS �l �y C. ESTIMATES OF QUANTITIES, TYPICAL SECTIONS, No. 200,596 m STREET TREES & DETAILS * Exp. 9-30-05 *� vi vIL TRACT NO. 16374 91F� CAl.\1 APPROVED BY : DATE: �2 a CITY ENGINEERJ RCE NO 24953 CITY OF RANCHO CUCAMONGA DESIGN A0as@ 17320 U" RECOM ENDED R.P.P. 5 .3� BENCH MARK NUMBER 10051 aoa1<d Irvip^" M14STANDARD PACIFIC HOMES ELEVATION : 1300.686 DRAWNva;w 949-25:8621 N L A N D E M P I R E Divi S 10 N SET t BRASS DISK IN CONC. CURB STAMPED CITY OF s c B U L l: FA18 949-251 031• SHEET RANCHO CUCAMONGA BM 10051 19$7' AT THE NORTHWEST E.V.J. rto a r I N o i N s/a s s u a v s v o a s 2 OF 5 2"Ta-st Rina�rn Street, Suite X0 CORNER OF BASE LINE ROAD AND SWANSON PLACE 0.25 CHECKED 20596 DRAWING N0. CP=4 Call�rnta 9Zd�9->�330 MILES WEST OF ETIWANDA AVENUE, AT SOUTHERNLY END - CE NO Ted AO X90.9) 377-8500 Pas (.90,9) 37,2-dOO OF CATCH BASIN 2 FT. NORTH OF BEGINING OF CURB. S.C.M. DATE t"'Of- FILE NO I L\52526\IMPLANS\TR 16374\SIP02.dwg 3/31/04 PROJECT SHEET NO. OF i� � � I i ! i i I I � � �i . 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PL 104. � �_ w co � (D CONSTRUCT CONCRETE SIDEWALK PER C1_ff SM. Ft 103. V, ;�? I 1� 4) LEGEND ') iz, _� , . V-3 A� I (D CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 & 103. 0�6 :8 �� lkl) I& C5 . /_'""' CONSTRUCT CROSS GUTTER PER CITY STD. PL 106-A. CONSTRUCT AC PAVING PER CONSTRUCTION NOTE #I 4�elk A �_ CA v �� k ja . � � IN 6 6 f-"%CONSTRUCT DRIVEMY APPROACH PER CITY STD. PL I 01-A. 61* 011 k_111,0' . I? __----- ;11 @ INSTALL HYDRANT MWERS PER CI1Y STD. PI_ I,X a 5# - - 50 - - 21' - a 6& vo ,5* � - CITY OF RANCHO CUCAMONGA f--'% INSTALL ,C SOLID YELLOW LANE LINE PER CITY STD. DWG. No. 133. - w � :8 :8 :8 :8 - EMENTS - PLAN AND PROFILE t-O'l INSTALL STREET NAME SIGN PER CITY STD. PL 401-A & 401-8. N W :8 :8 �3 :8 z :8 1 r1t K; :8 N . Z��� CESS/0, CN + 1114, 0 I?1� @INSTALL STOP SIGN PER CITY STD. PL 401-B (RI). 7 - 4 C4 IN � + '+ S4 C. MOSAIC DRIVE * C4 @) A R <0, (9 STENCIL &'STOV AND STOP BW , I L T '58 1 - - �! 0) 92*57 '09' 35- 00, .1 21* j- V) W - @ INSTALL STREET LIGHTS M LUMEN HPSV BY SCE. PAID & COORDINATED BY DMOPER , � I . --- Z; No. 20596 rn 2' �?dt 0) 90.00, 00, 27. 00' 42.41 , 27, 00, rn 0 /� ";�o . - Exp. 9-30-05 -7-0 @ADJUST SEWER MANHOLE TO GRADE 9 w / ..'w �&)1 15#25'07' CA TCH BASIN 120 w * TRACT NO. 16374 (8)ADJUST WATER VALVES TO GRADE. -k.. 4 �� t_:� r 1-11-Y 611191. Q1 18*22,16, , . Clm I N �6 i�3 �_> I? I I - 111=10, CF CA0 - . DATE: ' ' @ INSTALL STREET TREES PER SCHEDULE AND NOTES ON SHT. 2. '(�' * 1p, ce ILA T)I 15*23'07 282- 00 73. 4i ,Z) cjj � %J& j)I 2*57 '09' 14.53' 7.27 ' CITY ENGINE - Qyz� - R i @ REMOVE DUSTING WOOD BARRICADE � - E R I �IAJ,L�F_.' CE No 24953 '�' '(j oN I&> 88014 '30' - 27. 00' 41 .58' 26. 18'_ I - CITY OF RANCHO CUCAMONGA DESIGN mots@ 17320 b"" RECOMM NDED @INSTALL R2(25) SIGN AND STENCIL -2T. :8 g �� I 0 88*48'21 ' 27. 00' R.P.P. 0 Suib 350 �t - BENCH MARK NUMBER 10051 9 0 It I c Is irviv^CA M14 'bw 0 SAACUT & REMOVE EYJSTM PAVEMENT, CURB & GUTTER TO STIL 13+60.75. JOIN EXISTING PAVEMENT. IN 102- 00, 17.80' 8.92 ' vo,"94#W-11821 Ix - � �_ - ELEVATION : 1300,686 DRAWN S IC H V LIP 2 fArb 949-251-03 SHEEf .0) 55 0 02'28' 58. 00' - SET t BRASS DISK IN CONC. CURB STAMPED CITY OF - RANC . - @ REMOVE EXJSTM DRIVE APPROACH. WALX. CURB & GUTTER & SAWCUT 2' OF EXISTING PAVEIJENT. CA TCH BA.51N IX) 3 0*23'32' 58. 00' HO CUCAMONGA BM 10051 198-r AT THE NORTHWEST E.V.J. v "gas Imalmovas suave'lons 1 3 CORNER OF BASE LINE ROAD AND SWANSON PLACE 0.25 1 - - - OF 0 REMOVE EXJSTM ACCESS ROAD UPON COMPLETION OF MOSAIC DRK IMFROVEMM. I 0=1w 8. 00, 1 24,47' 12.42 '- 1 MILES WEST OF ETIWANDA AVENUE, AT SOUTHERNLY END CE NO 20596 DRAWING NO. rdw, 89-58'54' 1 27- 00, 1 42.40' 26,99 ' - DESCRIPTION OF REVISION DATE CITY S.C.M. .1 jqej-_ ---__-____ - _____ -__ - __ APPROVED: OF CATCH BASIN 2 FT. NORTH OF BEGINING OF CURB. DATE 3-31, FILE NO - I - - ____ �_____ - __ _____ '� - ��� __ - � I __ - ___ - I 1.\52526\IMPLMS\TR 16374\SIP03.dwg 3/31/04 1 1 f I I �_ - t I �'_ PROJECT SHEET NO. OF t I , I U� I: I I I I - -1 11 I i i I I- f I __ ____ f I I I ' '_ -,.- I 1I I I d __� I I -4 f I t f I F I 9_�_, - .i- N ___'_� . iRt I - � Af .10 i 1 t -1 t I I I I q I ' I I - _T '. 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