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Home My WebLink About1726 GFNERAL NOTES STPlPlN0, 1. ALI WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO INTFRIM STRFET , CUCAMONGA STANDARDS AND THE STANDARD .SPECIFICATIONS FOR PUBLIC WORKS =N CONSTRUCTION - CURRENT EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS OR AMENDMENTS. VICTDRtA P- , OVFMENT uN� CrOR�TNOESE ASTANDA HA LABE FAMILIASPECTICAWITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TOIMP �� VI q 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER �� METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE Pt WrTRO LINK CORRtno (ABAN IN 9y RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE L I N SHAH BE REMOVED, REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO F OA I COSI TO THE CITY OF RANCHO CUCAMONGA o P�j, o 0 3. ANY CONTRACTOR PFRrn Nr WnRK ON THIS PROJECT SHALT FAMILIARIZE HIAISE!F WITH ge,cr LINE c W a an RMI THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES PF��.�G1- RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH > FACILITIES ARE SHOWN ON THESE PLANS, SFE\ 4 A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, VICWY MAP FNGINFFRINr. DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTPUPROJECT WITHIN ANYA, C NO 1 - CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. 5. ALI GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER PAVING STAKES SHAL I BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB- IN T CITY F RANCHO A GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDI TONAL PAVING S AKE MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. 6. ALL SEWER, WATER, ELFCTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. DURNESS Q I I 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING I ( I PLACE SAN CARMELA ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF ! { COURT T RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE W �O��G=� l�O V RT G �� SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE II I o I I MATERIALS AND/OR SURFACING. o - TR HOE, 1612000 I i i LAT. E LAT. H 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMffTED TO THE CITY I O II � STORAGE � F G > > ' _ + ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY, OIL 1, �)A IY E��Dp \LAT. LAT. ' t CONTENT AND GRADATION OF ASPHALT PAVING. I LINE C ��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, W - _ _ - �'" LINE ASE LINE ROAD _� �� ,A, ' ��`-----�_ SI- ET-wEx_ SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. w LINE ROAD BASE �' --- - - - -�- � _ _ - - _-- �. - - _ - - 1 TITLE SHEET �t__ 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN - -- - =-� TO DETERMINE STRUCTURAL SECTIONS & VERIFIED PRIOR TO PAVING. --- - _ _ - - 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY �_ _ --� - -- _ �- 2 STREET SECTIONS - - - - MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE -- T -�` - -- - - - - - - - - ,_ ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE .� --- "" 4 �'` -� 3-4 STREET IMPROVEMENT PLANS GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. Q 3 I e 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERIIANT REGISTERED AMEMICe�N FD. 1" x 2" & TACK IN MEDIAN W/SCRIBED� R.D.A. FD. 1" I.P. TAGGED L.S. 3018 FLUSH I FD. S do W TAGGED L.S. 4693 5 STRIPING IMPROVEMENT PLANS BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHAH BE UNIFORMLY APPLIED AT THE X" TIES ON T.C., NO REF. - ACCEPTED PER PM 11838, PMB 144/60-61 AND I PER R.S. 68/73, ACCEPTED MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. BEAUTY AS SW CORNER SECTION 32, T 1 N, � CITY TIE BOOK 16, PAGE 134. AS S 1/4 CORNER SECTION 32, 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF R 6 W, SBM PER R.S. 68/73 INDEX MAP S 71'16'43"E 0.21' T 1 N, R 6 W, SBM. THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY SCALE : 1" = 100' THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BE CONSTRUCTED AT EACH INTERSECTION. CONSTRUCTION NOTES & ESTIMATED QUAA IV 1 1 1 ICS 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR LEGEM THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON # STREET IMPROVEMENTS UNIT QUANTITY REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. ® DENOTES STREET IMPROVEMENT PLAN SHEET 1. CONSTRUCT A2-6 CURB & GUTTER PER CITY STD. DWG. 104 LF 4 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 2. CONSTRUCT A2-8 CURB & GUTTER PER CITY STD. DWG 104 LF 800 DENOTES PROPOSED STREET LIGHT INSPECTOR. -- - -- -_ -- -_ __ -- - - -- -- -- 3. CONSTRUCT CONCRETE MEANDERING SIDEWALK PER CITY STD. DWG. 103 SF 6,679 - DENOTES EXISTING STREET LIGHT 17. THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL NOT BE 4. CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD, DWG. 102 & 103 EA 4 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-- 5. CONSTRUCT CURB & GUTTER TRANSITION FROM 8" TO 6" LF 203 _ DENOTES PROPOSED STREET NAME SIGN - ---- - - - -- -- ACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE SATIS- 6. INSTALL TYPE 15 POLE WITH 200 WATT HPSV LUMINAIRE WITH LUMINAIRE ARM LENGTH AS NOTED ON THE PLAN -�__ DENOTES PROPOSED STOP SIGN FACTION OF THE CITY ENGINEER. EA 3 10, INSTALL 5800 LUMEN HPSV STREET LIGHTS BY SCE PAID & COORDINATED BY DEVELOPER WITH 8' EA MAST ARM, AS NOTED 7 (t DENOTES ITEMS TO BE CONSTRUCTED (L UTILITY CONTACT 11. SAWCUT & REMOVE EXIST. AC PAVEMENT SF 42,114 CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. 13. CONSTRUCT 6" AC OVER 6" AB. (BASELINE ROAD) MINIMUM SF 48,906 Z SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT (818) 969-7911 14. CONSTRUCT 8" CURB ONLY PER CITY STD. DWG. 104 LF 982 W MR. BOB STALL INGS FOR BASE LINE ROAD CONSTRUCTION 15. CONSTRUCT AC OVERLAY OVER EXIST. PAVEMENT ( 0.1' MIN. THICK.) SF 31,868 i W 16. FEATHER TO JOIN EXIST. AC PAVEMENT LF 87 VERIZON 1-800-483-3000 -- .-- -- ___ -- --_-___- --__- _- 17. REMOVE EXIST. AC BERM LF 785 O SOUTHERN CALIFORNIA GAS COMPANY 1-800-427-2200 RES. - -- - - - - 216 N. EUCLID AVENUE 1-800-427-2000 COMM. 18. CONSTRUCT DRIVEWAY APPROACH PER CITY STD. DWG. 101-C (W= 35') SF 570 ONTARIO, CA 91762 20. EXIST. M.H., F.H., STREET LIGHTS, VAULTS, ETC.- (PROTECT-IN-PLACE) EA CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591 21. EXIST. WATER VALVES, METER, HYDRANT- ADJUST TO GRADE EA 4 9641 SAN BERNARDINO ROAD ------- - - - RANCHO CUCAMONGA, CA 91730 22. EXIST, MANHOLE- ADJUST TO GRADE EA 9 METROPOLITAN WATER DISTRICT (909) 593-7474 23. CONSTRUCT AC SIDEWALK 4 WIDE, 3" AC OVER NATIVE PER DETAIL SHT 2 SF 1,320 Z 700 N. MORENO AVENUE LA VERNE, CA 91750 24. EXIST. VAULT & VENTS- ADJUST TO GRADE -EA 7 ♦R 25. REMOVE EXIST. WALL LF 48 V COMCAST 909) 983-9895 (n 1205 DUPONT STREET PORTION OF RED HILL) 26. REMOVE EXIST CURB & GUTTER LF 95 ONTARIO, CA 91762 ---__- 30' REMOVE EXISTING SIDEWALK EA 700 Od MARKS CABLEVISION (909) 987-6275 31. INSTALL 1.5 GALVANIZED IRON CONDUIT WITH PULL ROPE LF 1,140 10808 FOOTHILL BLVD. #120 (909) 880-0222 -- - - - -- --- - - V RANCHO CUCAMONGA, CA 91730 32. INSTALL CONCRETE PULL BOX NO. 5 PER CALTRANS STD. DWG. NO. ES-8 EA 14 Z 33. CONSTRUCT 0.1' GRIND ON EXISTING AC PAVEMENT SF 6,715 34. INSTALL TYPE 29-5-80 SIGNAL POLE WITH FUTURE 50' MAST ARM AND PRESENT 15' LUMINAIRE ARMEA 2 j INSTALL PLATE OVER FUTURE ARM FLANGE (.... 35. REMOVE AND RELOCATE EXISTING STREET LIGHT EA 2 N 0. DESCRIPTION OF REVISION DATE CITY (n - - - -PRIVATE ENGINEER'S NOTICE TO CONTRACTOR 37. INSTALL SERVICE PEDESTAL PER CITY STD. DWG. NO. 407 (LOCATION TO BE VERIFIED BY CITY) EA 1 - -. 38. INSTALL CONCRETE PULL BOX N0. 6 PER CALTRANS STD. DWG. NO. ES-8 EA 3 ' i) T CITY OF RANCHO CUCAMONGA w THE ION CE PLAN ARE OBTAINED PG cNND UTILITY PIPES OR STRUCTURES - DIAL TOLL FREE EXISTENCE AND LOCA-ION T 39. INSTALL 3" GALVANIZED IRON CONDUIT WITH 2 No. 10 CONDUCTORS LF 363 - - - - W T OF AVAILABLE RECORDS. TO THE _ BES OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON 40. INSTALL 2" GAEVANIZEo IRON coNDun wiTH PULL ROPE EF 27 1 -800-422-4133 INTERIM STREET, SIGNING AND STRIPING � THESE PLANS. STRUTAKE DUE CTURES NOT S OWNME7O S _ _ _ TO PROTECTTHE CONTRACTOR I AND OTIHER LIES OR STRUC ORES NOT SHOWN ON • IMPROVEMENT PLAN � 41. CONSTRUCT 6" AC BERM PER CITY STD. LF 148 AT LEAST TYPO DAYS WFORE You W TRACT N0. 16128 ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT AL, EMPLOYEES APE BASE LANE ROAD PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA M AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEATH 00 REGULATIONS" OF THE Us. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION STA. 74+ 93.02 TO STA. 90+ 30.00 N I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD THAT COULD BE DISTURBED BY THIS THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR'S PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE RpFEU� APPROVED BY "- DATEd 1 Q �Nq � AND SUBCONTRACTORDESCRIBED AS FOLLOWS: //S COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTH e�0 J. �� CITY ENGINEER ' _ ll CE NO 24953 REGULATIONS" OF THE U.S. DEPART HENT OF INDUSTRIAL RELATIONS "CANS RUCTION D .R. H RT NSEE INDEX MAP ABOVE o sBENCH MARK DESIGN Mo.SF 772°..ter... REC NDED 0 r ME SOLE AND COMPLETE No. 054 6 � o CONTRACTOR FURTHFROBf SE ES C THAT HE SHALL ASSUME CITY OF RANCHO CUCAMONGA R.C. � �- �'�3S0 ' -.�, T �' E.xp. 12-�'--D2 � - - � DO[IGH Irvine CA 926I1 _- RESPONSIBILITY FOR ONDITIONS DURING THE COURSE OF .,,SNS RUCTION OF i BENCHMARK NUMBER 10051 (1987 LEVELING) --- - "- - S T, INCLUDING SAFE OF ALL ERSONS AND PROPER 9-21 -98 * * 119 NORTH MAPL�1 ST. SUITE A ELEVATION: 1300.686 FT 396.449 M DRAWN 1 a �°" °�9t51'°" SHE 1 �.,.� ?�{t PR1 JE I. T TY, THAT ?"�IS DATED _ - --. t�j. Crli{` \Q- ) \ v s 5C Mu l7: FAx 949251-0516 -_ - - - - T T T 9 Z" BRASS DISK IN CONC. URB SIAM EDCITY OF REQu RFMENT SHALL_ APPLY coN INuousLY AND No BE LJMI ED o NORMAL WORKING EDW LENTH R.C.E. 052496 T HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD `HE OWNER F qr GA1` CORONA, CA 91720 RANCHO CUCAMONGA BM 10051 1987 AT THE B.J.B. 0 1 I t k , h c N E E R s s u R v E Y 0 R s AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, 'N �- NORTHWEST CORNER OF BASE LINE ROAD AND - - 0 CONNECTION WITH THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE PH. (909) 272-9000 FAX: (909) 272-9797 SWANSON PLACE 0.25 MILES WEST OF ETiWANDA AVE. CHECKED DRAWING N0. 1 < AT SOUTHERLY END OF CATCH BASIN, 2 FT. NORTH RCE NO 052496 NEGLIGENCE OF THE OWNER OR ENGINEER. OF BEGINNING OF CURB RETURN. 726 DATE 1 tn_ _ FILE NO - 6 �... PROJECT SHEET N0. OF an006 Implores N_ SMI' SIP"'.dw-1 31 02 `OBIT" NORTH R 1w 135 R/W SOUTH NORTH 62' _� 73' RAW 120' R/W 60' 60' 60' 10'-30' I 13' 1 MIN.* 5'-10' 0'-17' 30'-40' 7' 40' 13' THIS POINT SHOWN AS t GRADEVARIES 0'-20' VICTORIA SELF (IMAGINARY CROWN LINE) 15'-25 -- - I ( 1' MIN_* STORAGE 14 - 15 MN "-- % 29 MIN' 1fQ 1.6g N / - _ ---- - - - - - - - - - --- 3.69, MAX. �IMEANDFRING SIDEWALKN13 M! EXIST. GROUND 5, 2y MAX 33 1�4"EXIST. GROUND -� TYP. _ - _ I __ - 5' TYP.-- - --- - - 18' MIN. TO �-L:� 37' MAX. t 3' MIN. EXIST. GROUND ,. 2 3 7.5' MAX. REMOVE EXIST. PAVEMENT 11 EXIST. AC PAVEMENT - J 5 0.5' MIN. 3MIN. TO REMAIN 5' MAX. 7.5' MAX. STA. 79+30 TO STA. 81 +30 5 0.5' MIN. STA. 76+44 TO STA. 79+00 - 5' MAX i SOUTH NOPTu SOUTH NORTH R/W 120' R'W R/W 120' R/W 60' 60' 60' j 60' LOT A 12' TYP. 4 40' t 3' LOT B 13'-29'1 LOT B 13'-29't 3011 22'-28' 7' 40' 13' � 31 �I VARIES 0'-20' WINERY 5'>Y % P. 10, BUILDING / 14 1' MIN.* 1' MIN.* f- 2% MIN 14 15 13 M 41 °PF i 29, C-V 5 2%i 13 °Q� %' 21 CONSTRUCTION NOTES EXIST. GROUND 1r1% MIN. 1.9 9 2 FT. �� S� _�Ik, '_ ______ _ Q `-i 1147/� zll�/�l EXIST. GROUND O2 CONSTRUCT A2-8 CURB �C GUTTER PER CITY STD. DWG. 104. 17 1 1 3 , 11 13 3' MIN, � 3 CONSTRUCT CONCRETE U CO C ETE MEAN RIN I b O MEANDERING SIDEWALK PER CITY STD. DWG. 103. (5 WIDE) \ 3 REMOVE EXIST. 7.5' MAX 5' TYP. REMOVE EXIST. 13 3' MIN. PAVEMENT 11 SAWCUT do REMOVE EXIST. AC PAVEMENT 33 O \ 7.5' MAX. I PAVEMENT CONSTRUCT 6" AC OVER 6" AB. (BASELINE RD.) MINIMUM 0.5' MIN. 14 5 MAX. CONSTRUCT 8N CURB ONLY PER CITY STD. PL. 104 O I 0.5' MIN. STA. 81 +30 TO STA. 85+50 5' MAX. STA. 87+47.21 TO STA. 88+35 15 CONSTRUCT AC OVERLAY OVER EXIST. PAVEMENT (0.1' MIN. THICK) 17 REMOVE EXISTING AC BERM 23 CONSTRUCT AC SIDEWALK 4' WIDE, 3" AC OVER NATIVE PER DETAIL HEREON 33 CONSTRUCT 0.1' GRIND ON EXISTING AC PAVEMENT 41 CONSTRUCT 6" AC BERM PER CITY STD. TYPICAL SECTIONS BASE LINE ROAD 1 ' MINIMUM FROM RIGHT OF WAY TO TOE OF SLOPE NORTH (PUBLIC STREET) Rw TI-9.0 73' R=72 60' 13' 14 z 0 EXIST. CURB ��4 EXIST. GROUND - __ - 2:1 MAX CITY i NO. DESCRIPTION OF REVISION DATE APPROVED: 23 CITY OF RANCHO CUCAMONGA w EXIST. AC PAVEMENT41 3 - INTERIM STREET SECTIONS 6' �R� -ss;o\ TRACT N0. 16128 F- STA. 90+00 TO STA. 93+30f BASE LINE ROAD No 05, y MM t mn Exp 12-3 -J2 *! STA. 74+93.02 TO STA. 90+30.00 CV DIAL TOLL FREE TYPICAL SECTION crvlt .-� -80�-422-4133 �� CAL APPROVED BY /'� i DATES 1 D CITY ENGINEER �11� RCE N0. 24953 AC SIDEWALK -- - _ - AT LEAST TWO DAYS DESIGN S I G N Y _ RECO MENDED 0 BEFORE YOU DIG R.C. CITY OF RANCHO CUCAMONGA i,O R 1 C N Inr Cl 02f.14 BENCHMARK NUMBER 10051 (1987 LEVELING) - SER UNnERDRAWN va. '4925 eezl El ENATION: 1 300.686 FT (396.449 M) �� N u r x FAX 949 2510516 S H E GR�UN(7 ','!CE ALERT OF jOUTH�RN CALIE ORNIA 2' BRASS DISK IN CONC, CURB STAMPED "CfTY OF / _ ^I RANCHO CUCAMONGA BM 10051 1987' AT THE D.L. . .,, N E E R 5 S U R V E Y O R S 1 NORTHWEST CORNER OF BASE LINE ROAD AND - - - OF SWANSON PUCE 0.25 MILES WEST OF ETIWANDA AVE. CHECKED DRAWING It W I N G N 0. Q AT SOUTHERLY END OF CATCH BASIN, 2 F7. NORTH RCE NO D 57 4 9 6 OF BEGINNING OF CURB RETURN. {.L DATE A 02_ FILE NO 1726 PROJECT SHEFT NO. OF r.<40006 ImDIGns�IN1-IMI"' SIP02.0wg 1 0' cr O.C. EXIST. GROUND OF L=54.98' - - r____ `�, _. r __ _ - - ^---- , -- - ' - - - 0.6 O.C. vi 'I PART N'LY R/W L 54.74' z� r--- .-fig► -- _ -_50' VC I .cn a?v � YO - O 1•• _ i P= i >c 30. 2 r 2 I 9'2 i I I� , � i i _ _ { , I , ! , i , , I '. / ♦ .� ! I i , . I i ♦ , ,. i -{ , -J 1 e. J = 1 i - -l.._ , i _- 8 -, 1 -.y 1 - T -., ,y .. _ -_ -.. ... --- _. ._ O.C. 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".., _.. - + } .i .+. .i .�- -+ --i #- + -, .6. #_ .y _I ., i.. 1. ..} 4. ..} 4. 4_ 4 {. .j. 4. _{.. .y. J ;_. -i -�. {_ p' - I t t } 1 7 1 1 + I ° I ! i ; ; 1 i i I t i . I I I I t I I I I i 3 i I I i VERT. T 4' ' I I I I i i 1 i ! i f 1 I i } I 4 # I ! i ! ; i I I i I I ! CONSTRUCTION N TE � � � 1 LNOTES 76 77 78 79 80 8 82 83 84 PLAN SCALE 1" =40' O1 CONSTRUCT A2-6 CURB do GUTTER PER CITY STD. DWG. 104 I L=59.01' O2 CONSTRUCT A2-8 CURB do GUTTER PER CiTY STD. DWG. 104 I NOTE: 0 C. D U R N E S S PLACE (3 CONSTRUCT CONCRETE MEANDERING SIDEWALK PER CiTY STD. DWG. 103 DAY CREEK B 0 U L E V A R D 1. BASELINE ROAD CONSTRUCTION SHALL BE PH ED TO PROVIDE A MINIMUM ® CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. DWG. 102 & 103. 1 I 16' WIDE ACCESS TO THE STORAGE FACILITY,D RING BUSINESS HOURS. ANK / I I 11 6D tl I I I 5 CONSTRUCT CURB do GUTTER TRANSITION FROM 8' TO 6" + % 2. PA UTILITIES, LANDSCAPING, FENCING, DING, ETC. DISTURBED I i / i -- k '/ WITHIN Tidy 20' RADIUS OF CONSTRUCTION 1 IVITIES SHALL BE RtSTORED 300' 50. ' 10 INSTALL 5800 LUMEN HPSV STREET LIGHTS BY SCE PAID & COORDINATED I n�/ i I I O BY DEVELOPER WiTH 8' MAST ARM, OR AS NOTED ON PLAN, PER CALTRANS I i ( i : { ____- -� THE THE S�iTLSFACTION OF CITY INSPECTORS T f A C T 1 6 12,8 I Oo' 18.00' t S.00' 12. I i' y�4' - i I STD. DWG. N0. ES-66 ._. I _ 1G' --- -- -9 -- ! _ f 2O /{ /{ I 64 I o.00' L� ,�. PROPOSED 65 STREET I 11 SAWCUT �c REMOVE EXIST. AC PAVEMENT j \ e 2{� 4 ED R/W v I I !� �� 151�� v ��U 0�� L�LI'� o o PER TR. 16128 - I 3 I LIGHT BY OTHERS ( 13 CONSTRUCT AC OVER All MINIMUM r I I _`5,�� t �'� e� 0. o o ;, I t O ` �`GE E) g 5i 1 / N w s'Or. I �� S 14 CONSTRUCT 8" CURB ONLY PER CITY STD. DWG. 104 �` i r ; •w W N W �wl '� � I CO M �5 �6 t 1 N t 1 6 L �w - I 15 CONSTRUCT AC OVERLAY OVER EXIST. PAVEMENT (0.1' MIN. THICK.) , I _ 5 o I zo x T °,pi 132 ,+,� 16 °.� + - i F. 3 1© c� M -- �S� Q ,,�rui- o 10 °° + `� - _ o� I 2 3 + 35 }: N zo �' � I o 1+81.6 R I - 1+82. ECR c' 16 FEATHER TO JOIN EXIST. AC PAVEMENT I I 0'J - N `��- �s o� ,�, t s'" o+ rn PROPOSED R� m EN RB �" END m ' I 3- ��3' \ 0 ,_ -t . - o ao °° + / ,N PER TR. 16128 S - - 17 REMOVE EXISTING AC BERM ' ( ` C, M i?i v � c� ao - ,TRANS. H 3 W=5' I oN � - � '�` `" . % a ^+,°�' - . O° - -3- a ago 4 31 TYP. 18 CONSTRUCT DRIVEWAY APPROACH PER CITY STD. DWG. 101-C (W=35') - 11 EXIST. R/W a-�__ --p...•. .- 3 t, > R 31 M. L� u Q L - 5 4 r T 32 D. 30 21 IX. F.H. - - - ;_pjw_lAL_ `_ - -- �- _ '� �0 EXIST. M.H., F.H. , STREET LIGHTS, VAULTS, ETC.- (PROTECT IN PLACE) a rn ._._ -•-- -- 3 3 W=5' : 31 TYP. B C•, > _ - �' - 151 _ `' +eD CONNECT TO ! - - - - - _- - EXIST WATER VALVE, METE HYDRANT ADJUST TO GRADE a''� -v _ _ - --j=- - _ - p - 21 R, - ___ _ Z ca 33 \� EXISTING PULL BOX :ter _._-. -- - ,•,� j PROPOSED T PROP. 8 W r __.- -- `T n _. �G \ _ - __- _ _ - __._ ___ `_; 2 21 va. F A&, 2 EXIST. MANHOLE- ADJUST TO GRADE � a - 22 U- --- s �, i t �3 � o SEWER LINE WATER ,7 G p1 cn 2 yp�nc _' = 0 W } 31 lYP. 21 EX. F.H. \ , \„� / % �- TC UNE 1J01'-- - 8 13 .^ 24 ��oo� 13 goo^, ® EXIST. VAULT do VENTS - ADJUST TO GRADE Q \' a\ C5 I - 5 PROTECT EXIST. �� o Z W W-5 0 � g' 0 5 t `�? 1 i 5 REMOVE EXIST WALL I J / ,1© 3 g e i g' �>> ^�g'- �0°' CONDUIT IN PLACE`� 0 c 14 0� -� VW3 •� �Q3 { ^� �� p 1 cl 1 S •O� 17 a- i o P - ;1LAT. SCALE 1"=40 © REMOVE EXIST. CURB & GUTTER ,��, ��.� �•.`�o�� 0 15 �� 1�, - - - - - i 4 EXIST E P t - _ - - _ REMOVE EXISTING SIDEWALK a 79 / ' 31 INSTALL 1.5 GALVANIZED IRON CONDUIT WITH PULL ROPE w e _ _ _ _ 33 7 78 P Q + 30 INSTALL CONCRETE PULL BOX NO. 5 PER CALTRANS STD. DWG. NO. ES-8 1-- uq, EXISTING 00 EXISTING 17 6 -, EXISTING 12' - - - + � to - w WATER UNE - �„ = ® 33 WATER LINE 33 15 °° 15 33 t5 33 CROWN UNE ' 33 CONSTRUCT 0.1 GRIND ON EXISTING AC PAVEMENT > - _ o. �, _ .11 _ - _ X0'04 _ 35 REMOVE AND RELOCATE EXISTING STREET LIGHT BY S.C.E. = � 33 � - F_ a ' _-_---' --- --------- -- --- , ---._-,.d, - -,- -----•-- - __ _ _.- - - . - _ _.- '� Q - ,i - �. - ------ �. �O EXIST. E.P. ---- ------- - -_� I �, �, _ _.___.._._.,.._.._...:.__..._:.. �1 p� EXISTING 12' - _ --_-- - .--- __ _, � IX. R/W o oh o � WATER UNE __ DESCRIPTION OF REVISION DATE APPROVED:_ _- 3 , ---- _x - Q �" IX. F. y rD > .41 +WI HL _._ � p�� co �UVL�I� U x� �k _ .--_-- r W 24 _20 o o CITY OF RANCHG CUCAMONGA w \� -cam : 3 I I i I _ - - D��ID��IG 1 - ------- _ - - - - - w 20 ' ___.__ __.-._*__ _ a. R/W - _ _ .____ v i ' !F 24 20 - 20 _ 1 INTERIM STREET IMPROVEMENT PLAN cc - _ _ _ . _ _ _ I `r-_ i ,1 - X6 1 --------- - I * _ - , I TRACT N0. 16128 ' 0) ! f - I \ I : I i �o o �� q� ,_� z, e<" q� BASE LINE ROAD aMQoC� DUTY � o z _ BASE LINE ROAD CURVE TABLE (� No 052496 m STA. 74+93.02 TO STA. 85+00.00 00 # A R 1* ExP. t2-3t-a2 * N - __ ---.----------------- -- . I LEGEND -- ------- - ----- --- - 9T�ar cA��F� APPROVED BY . , DATE G7� B 18°41 '84 - 193 . 35 ' 48 : 88 ' 21 : 50 ' - r DIAL TOLL FREE - - - - - -- CITY ENGINEER y-,64 - RCE NO __ 4953 n� CONSTRUCT AC OVERLAY PER CONSTRUCTION NOTE 15 HEREON - ---- _ - ._ _- --_ ___-__ -__- 1 -500-422-4133 -- D 3°49 ' 31 ' 7500 : 00 ' 500 . 73 ' 850 46 ' DESIGN RE E DED 0 s --- ---- - - -- CITY OF RANCHO CUCAMONGA R.C. t�` 4�7-i 9o.10EN 'u.2617320 R."C. - - Z _ BENCHMARK NUMBER 10051 1987 LEVELING) _-.._-- _ _....__-___ .-_______ i ':.- V- 949 251.6121 AT LEAST TWO DAYS AC PAVING REMOVAL ° " - _ 98 - 2" BRASS DISK IN CONC. CURB STAMPED 'CITY of DRAWN :i a - F 1 °48 '89 7547 : 00 ' 884 . --- 118 50 ' '[80122 W 9/92510516 SHEET - " ELEVATION: 1300.686 FT (396.449 M) BEFORE YOU OIG G � 14 8 3 7 5 0 7 : 0 0 293 . 4 3 1 4 6 : 74 ' AN 51 CUCAMONGA BM 10051 1987' AT THE _ CONSTRUCT AC PAVING PER CONSTRUCTION NOTE 13 HERE ON _._ ___ _._ _-_________ NORTHWEST CORNER OF BASE UNE ROAD AND L 3 5 V UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA w H 89°88 07 35 . 0 0 1 54 . 65 34 68 ' SWANSON PUCE 0.25 MILES WEST OF ETIWANDA AVE. _ _ D.L. - " e 1 '' , H G I N E E!S s u s v E r o s s OF- --------- AT SOUTHERLY END OF CATCH BASIN, 2 FT. NORTH CHECKED DRAWING N 0. Q 100 �m 0.1 GRIND ON EXISTING AC PAVEMENT I 9 0 0 0 ' 00" 35 : 0 0 54 . 98 ' 35 . 0 0 ' OF BEGINNING OF CURB RETURN. 052496 - _ - - DATE _1 cm- FILE NO - -- -- 1-7 21&_ - -4 PROJECT SHEET NO. 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I . ! i ; . , TRAFFIC SIGNAL CONDUIT DETAIL , , , , ; f , i I i I } I 1 i 1 I I } 1 ; I I I . _ i_ -_. _ __ _ _ _. - - : { 1 1 ; � ! ; ._I « i I 1 ; c I I I I I - 1 1 1 TRAFFIC SIGNAL NOTES 14 A } I, : SER . , . + . . 1 t 00 �`R i .i� ; I 1 i i 1. ALL TRAFFIC SIGNAL AND SAFETY LIGHTING SYSTEMS WORK SHALL CONFORM TO THE JULY 1992 EDITION OF THE , , ; f I + 1 I ' _ i -_ 1 ao - - _ - _ _ _ - __ { - y } , 1 , + 1 , +. , + , }_ ; + a i 1 1 a �. . + t } 1 F ; i + i + + + + t 4 : I I : : : « : : : : ; : ; : « : I I 1 ^ - I +7'R : I I I I t I i ; f ; t I CALTRANS STANDARD PLANS AND STANDARD SPECIFICATIONS, THESE PLANS AND THE SPECIAL PROVISIONS FOR THIS WORK. . t 1 I I , r -� i °oS ! i I ; 1 i i { « t : , , , 7 1 1 . I � � - . -;-- _ , t` + � 1 � - - 1 } � # � I 1 1 � � _� -1_ � � l j r I ,_ , � a f � I � " + �/�(�` 1 t 2. TRAFFIC SIGNS, STRIPES, MARKINGS AND LEGENDS PER CALTRANS TRAFFIC SIGN SPECIFICATIONS, TRAFFIC MANUAL i ' I : I I 1 i i 1 ; ' ' 1 ; i :N -0.9096 I i 1 I I ; 1 t I i 1 { i + , { f 1 1 I I I f } ' i I 1 I t ; I N I i I 1 1 11/ , 1 I i 11 1 I 1 i + i , , , , 1 I 1 # 1 + + 1 I i- # + { { MAINTENANCE MANUAL AND STANDARD SPECIFICATIONS. CONFORM PAVEMENT LEGENDS TO CITY STENCILS. L i11 ' i . i 1 I ,+ ; « I ; 1 � I i 1 I I I i 1 1 i 1 ? I 1 I I ' REFLECTORIZE ALL SIGNS, STRIPES AND LEGENDS. fl�% I I i 1 i i + I i i 1 I ; f I 1 I ! , _� t � 1 + 1 t + 1 1 + _+ i�� 1 -1 � I_. _.� ..�. ..1 - #- � -1 � -! - .1- � + -+ + _ _ S }. � . a f- �- �. _� _L- ,_ - _T I- _ # a- �. � } { � �- � } �- 3 1 i ; i 1 j i I- } .. ' 1 1 + i I I t 1 1 « ; I t , i i 1 3. MARKERS AN PAINTING Ll 1 _ 1 ___ __"..- _._ _ __ . _ -_ . _ - _ _. ii I S D G PROCEDURES FOR STRIPING PER THE LATEST EDfi10N OF THE , - -1 I 3 _ �_ _-. , + + i -i . 1 1 f 1 1 + --1 - -t -I + xrsr c o v#� � 1 - ! ---+- -- -I- 1 1 i I i ; I i I ( I j 1 ? I 1 I I STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 1 I ; -L- I « 1 ! 1 I i- i I i L ; I i 1 I -1 4 , 1 ; ; r 1 t . ; I : - --i_� L - f a L__ 1-- + i L 1 ._ i 1 1 i i I i i 0 1 -a-- 1 t 1 } # i 1 I I 1 1 i i i i i 1 ; I I 4. LOCATE ALL SUBSTRUCTURES PRIOR TO CONSTRUCTION. NAND DIG FOUNDATIONS UNTIL CLEAR OBSTRUCTIONS. 1 4 0 , t _t y , -} �_- 12 + _ _ 1 . -+ _ - - y_ _t -, _ 1 -_a a #._ _ 1 + 1 - _-1 1 +- -t- -- COORDINATE POLE INSTALLATIONS WITH OVERHEAD UTILITY OR SUBSTRUCTURE OWNERS. PHONE UNDERGROUND _ 1 l i l 1 1 "' + I i . o i �' I f - I ; « I 1 1 I I i k 1 f 1 I I ; 1 I I I 1 I i 1 SERVICE ALERT AND CONCERNED UTILIT`f OWNERS 48 HOURS PRIOR TO STARTING CONSTRUCTION. . 1 i 4, , I, ,@ I 1 : + ' ? , - _� _ ._ 1 y 1 i J : f 1 PROFILE SC14!_ES . 1, 8 -•E 1f ' ; + {O : '� ; , O ; I ; '�1 .� --1- i + ! I ; I 1 �i i 1 .1 i I 1.. ; i I I I + i HORIZ N. 1 40' ( i 5. OBTAIN APPROVAL FOR EXACT EQUIPMENT, CROSSWALK AND LIMIT LINE LOCATIONS PRI T Fl PLACEMENT. , , f p { Q 0 OR 0 NAL . ;. : - .+ _. ; _ _• _L .. _- _.♦ ._. y _ : _ _ .._.. _ ._. , _. , 1.. , ;.. ., J .# i._ 1 --'�- --.1__-. _ � .. 1 .., - l ._ .#--" _._ _. _�._ .. #- _ - -. # _-{ ._. �__. ....} .. -. _1_. _I _. - `± __, - _ J " .-.-1.....__.,. _.. -8-. �. _; . t t -, -40 i ^ I ! , t 1 D ! "t -# ! j , I �y pt _ -+ I { i ; ; « I i + I ; I d i ; 0 i r t « I ! 1 ! 1 I i ; I V�f\1 �, I + t i ; I i I I « , } j p i , 1 f « + « I i tt _1 -I i I « I I t i _ t i _l V .. ..__ __1_ _. _ I , i i , I 1 -._-. i ____L.._ __�L i I i I I _ I I I 6 VEHICLE INDICATIONS SHALL 12 INCH LED PULL BOXES MINIMUM NO 5 AND CONDUIT MINIMUM I 8 5 8 6 8 7 °°�' 1 ; 90 91 PLAN SCALE 2-INCH RIGID METAL EXCEPT AS SHOWN. �+ �+ 88 1"=40' 7. ELECTRICAL SERVICE SHALL BE 120/240 VOLT. PROVIDE METERED CIRCUIT BREAKER FOR SIGNALS (ONE 50 AMP) AND IISNS (ONE 15 AMP) AND UNMETERED CIRCUIT BREAKERS FOR SAFETY LIGHTING (ONE 30 AMP). COORDINATE SERVICE DETAILS AND SCHEDULING WELL IN ADVANCE OF NEED TO ASSURE TIMELY PROVISION FOR ELECTRICAL SERVICE. SEE STANDARD PLAN 407. t THE UIT ETAIL IS HED AS AN UIDELINE Y. IT SHALL E THE I SAN C A R M E EA GO U R T 8 CONTRACTOR'S RESPONSIBILITY ESPONSIBILITYSTOPROVIDE INSTALLATION EORRECTGCO CONDUCTORS SL AND CONDUITBREQU RED FOR THE INTENDED OPERATION AND FUTURE CONDITIONS. TRACT NO. 16128 66' \ PPRROPOISEDsd 8 33' 33' CONSTRUCTION NOTES �{ �{ �7 1 Cob ° 6� �O U � _ � . I � � ?1 _ �c 1O CONSTRUCT A2-6 CURB do GUTTER PER CITY STD. DWG. 104 © CONSTRUCT AC SIDEWALK 4' WIDE, 3" AC OVER 1 66 67 \ � Of "' 6 q w z 3�, , NATIVE PER DETAIL SHT. 2 LP m , ! u N m a�z w I�2 CONSTRUCT A2-8 CURB & GUTTER PER CITY STD. DWG. 104 ,n ao m f I ``' � '-N v> ® EXIST. EDISON VAULT do VENTS - ADJUST TO GRADE 3 { \ I \ N z�, ( O3 CONSTRUCT CONCRETE MEANDERING SIDEWALK PER CITI' STD. 10 I I 10 N , o+^o o ^ o^; v Z q; DWG. 103 (5' WIDE) © REMOVE EXISTING CURB AND GUTTER --- m I ^ - _ -� _ _I ___ o) _- t --� - 1`0 ` /' � - - z 6 + 51 j 1 � ± z a m ® CONSTRUCT HANDICAPPED ACCESS RAMP PER CIiY STD. DWG. ©9 INSTALL GUIDE MARKER _ _ I _ M o t r- _ t „30� 4 ^�� 102 do 103. 31 INSTALL 1.5" GALVANIZED IRON CONDUIT WITH PULL ROPE I- o0 3 1YP. " m LOU o 31 TYP. 3 W= .1 3 ��,`V, EX. M . 4 � Ot 3� � G , pp � � O CONSTRUCT CURB & GUTTER TRANSITION FROM 8" TO 6" O -- - r . m , °' -- 4 � j N � f r' V A CANT N� (�) 32 INSTALL CONCRETE PULL BOX N0. 5 PER CALTRANS STD. _ - • 2 � 6 INSTALL TYPE 15 POLE WITH 200 WATT HPSV LUMINAIRE WITH DWG. N0. ES-8 - ---- - `, -_-- - �--� ' G LUMINAIRE ARM LENGTH AS NOTED ON THE PLAN CONSTRUCT 0 1' GR - _� 33 IND ON EXISTING AC PAVEMENT - - - ' j --flfAU -CURB do GUTTER 10 INSTALL 5800 LUMEN HPSV STREET LIGHTS BY SCE PAID do , _ n Q__1 21 r� 13 UNE 'A'� 0 (0} 17 __ _ - 34 INSTALL TYPE 29-5-80 SIGNAL POLE WITH FUTURE 50 SIGNAL 17 / , NAL - I- - iz - EXIST CURB ze COORDINATED BY DEVELOPER WITH 8' MAST ARM, AS NOTED MAST ARM do PRESENT 15' LUMINAIRE ARM - INSTALL PLATE W I PROP. 8 `o PROTECT tXIST, 2 �/ s � 4 GUTTER - 11 SAWCUT do REMOVE EXIST. AC PAVEMENT OVER FUTURE ARM FLANGE W Z SEWER 17 - CONDUIT IN PLACE �h 4 °s e� 1 Q I_. 48'-S31. - . __ W 1 - zz 7 M C �, 1 / I -9 Tc h`'y o _7 -- .. �' 13 CONSTRUCT 6" AC OVER 6" AB. MINIMUM 35 REMOVE AND RELOCATE EXISTING STREET LIGHT BY S.C.E. ___ -- W h - 37 INSTALL SERVICE PEDESTAL PER CITY STD. DWG. NO. 407 ,._. ' - -, = _ `.1 , _ ��g moi, ;7 f _ �, , 1 - j _ . _ __is �� 6 J 10 �o�ti ;_i 14 CONSTRUCT CURB ONLY PER CITY STD DWG 104 (LOCATION TO BE VERIFIED BY CITY) O V = - �, f _ f c, o,Q Ic 15 CONSTRUCT AC OVERLAY OVER EXIST. PAVEMENT (0.1' MIN. THICK.) I` _ O � / 1 so �o - �i a `�0050� �1�\ �' - n , 17 REMOVE EXISTING AC BERM 38 INSTALL CONCRETE PULL BOX NO. 6 PER CALTRANS STD. 0 Q -- -- - -- �5 --- ' \�° h`'� EX. IAED►AN _ c, O DWG. N0. ES-8 C x x; x�,'n °�`lo �o �c 33 °o r '� is _ -- - 91 CURB L - _ "r @0 EXIST. M.H., F.H. , STREET LIGHTS, VAULTS, ETC. - j ,C � ,� o o - PROP. T I tC - + 39 INSTALL 3" GALVANIZED IRON CONDUIT WITH 2 No. 10 CONDUCTORS (n t 5 33 ^ o \ s t 5 : `� WATER I t s G O o6 t o, io (PROTECT IN PLACE) J IX. t2' WATER + m + , `' �wATER I . o �0CIO 01 s . - + \ -` ® INSTALL 2" GALVANIZED IRON CONDUIT WiTH PULL ROPE n \ o $ v 21 EXIST. WATER VALVE, METER, HYDRANT - m. _ „u� _ '�,. - a0 ST. LIGHTS ,i ; - N �'�g� ` J - - - 9-\� o`y, - _ - - - lot05 _ _ ADJUST TO GRADE 41 CONSTRUCT 6" AC BERM PER CITY STD. O �. . _ _ SEE ABOVE a c' �; - _ -,_ RIGHT ;M„ SIGNAL a _ __ __ -_._- . _ - � ` © EXIST. MANHOLE- ADJUST TO GRADE V ��` -- 0 . R�W f a --- - - - - ---- -- - __WINERY BUILDING EXIST. R/W / L ------ ---------- -R -- - - S G - - - �EX. E.P. ` ` � CITY VE EXI PROP w I �-i6Q WALL - w 1 - -4.._ ® z - � -� No. DESCRIPTION OF REVISION DATE APPROVED: c9 � a c) '�`,- _ AP ' I v~i Y " _ I IX. RETAINING WALL`-+. \. \ 157<w z VIS/ Ill L�ILS ll x W I \\ �9 „_ter �, FUTURF CURB T�__` `. o I J ,X XA EXISTING K�W -._ CITY OF RANCHO CUCAMONGA w I �IX BERM °00'919 \ INTERIM STREET IMPROVEMENT PLANi cc s < I �� ,ti � Q . __ . -� Q�oFEss,o� TRACT N0. 16128 c j BASE LINE ROAD 9��F��. �_ 1: �° J ��ti`�� EASE LINE ROAD I �l ;� � z - CURVE TABLE p. 052496 STA. 85+00.00 TO STA. 91 +50.00 I DO * Exp. 12-31-02 * I N LEGEND # o R L T ��9TF CMI �P CO t - � cAl� APPROVED BY e DATE. _ 07� r �� CONSTRUCT AC OVERLAY PER CONSTRUCTION NOTE 15 HEREON g 3°4 4 ' 0 4 ' 18 4 7 0 0 ' 12 0 , 39 ' 6 0 , 2 2 ' CITY ENGINEER,__ __ �,l l-.- RCE N O _ 24953 DIAL TOLL FREE -_. C 3°2457 1807 , 00 107 . 73 ' 53 . 88 ' DESIGN �- R ED i 0 1 -800-422-4133 AC PAVING REMOVAL o CITY OF RANCHO CUCAMONGA MO..f 175]°R.^',#A- i Z D 22 46 '48 27 . 00 ' 10 , 73 5 . 44 ' R.C. �' � ' Suite 750 • - - BENCHMARK NUMBER 10051 (1987 LEVELING) ` - - • _ __ -t�- -- D O[t C N M r;ne C A 9 261° - - - - AT LEAST 1W'0 DAYS SCALE 1"-40' E 3°44 ; 08 18 03 0 0 ; 1 17 55 ' S8 . 8 0 ' ELEVATION: 1300.686 FT (3ss.us M) - ---- __ - 2" BRASS DISK IN CONC. CURB STAMPED "CITY OF DRAWN ,( j i ff s� i I'" X Wase'0°v:51-0511 SHEET 11 CONSTRUCT AC PAVING PER CONSTRUCTION NOTE 13 HERE ON F 157 32_22 1 . 00 2 , 75 ' S , 04 ' RANCHO CUCAMONGA BM 10051 1987' AT THE �'. """"_ FAX v°vxsl-osle �_ NORTHWEST CORNER OF BASE UNE ROAD AND D.L. K a F 7'l -i N E E R S S u R v E r 0 R S C, 9 3 2 8 '2 0 3 J 0 0 ' 57 1 0 37 , 19 SWANSON PLACE 0.25 MILES WEST OF ETIWANDA AVE. L - O F UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ® 0.1" GRIND ON EXISTING AC PAVEMENT H 83* 02 ' 31 ' 35 , 0 0 ' 50 , 73 ' 30 . 99 ' AT SOUTHERLY END OF CATCH BASIN, 2 Fr. NORTH CHECKED DRAWING NO. IT OF BEGINNING OF CURB RETURN. RCE NO 052496 I 19°21 '44' 1800 , 00 ' 608 , 28 ' 307 , 07 ' DATE A ?j O'L-- FILE NO 1726 PROJECT SHEET NO. OF ':\40006"%.,Implons\IN-1-IMPy,SIP04 101/'8/,'2001 GFNFRAL NOTES STREET STORM DRAIN STRIPING AND SIGNING 1. ALL WORK SHALI BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. IMPROVFMENT CONSTRUCTION NOTES & ESTIMATED QUANTITIES QUANTITY 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER - - 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 BE DONE CASRMELA BASELINE SHALL BE REMOVED, REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO ,IGHLAM AVMUF 66� STREET IMPROVEMENTS UNIT COURT ROAD COST TO THE CITY OF RANCHO CUCAMONGA. w W 1. ON TRU T C S C 4 AC OVER 4" AB. (COLLECTOR STREET MIN. STREET SECTION) SF 15,800 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH � _ VFS I ING ACN _ _- On 10 THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES o N RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH acro o 2. CONSTRUCT A2-8 CURB do GUTTER PER CITY STD. PL 104 LF 526 2,550 FACILITIES ARE SHOWN ON THESE PLANS. A 8 VI CT 3. CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL. 103 SF 2,000 3,700 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, uHE O �O 4. CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL. 102 do 103 EA -- 2 IN THE CITY OF RANCHO CUCAMONGA ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY - -- " - - 5. CONSTRUCT 8" TO 6 CF CURB k GUTTER LF 53 CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. MEW LW cow (Aa4N -9y - - - - 6. CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PL. 101-ASF 720 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 0.01 FOOT OF SUB- _ _ PIROXC•T SITE 10. INSTALL 5800 LUMENS HPSV STREET LIGHTS BY SCE PAID do COORDINATED BY DEVELOPER EA 3 19 GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES 11. SAWCUT & REMOVE EXIST. AC PAVEMENT SF -- 76,400 MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. 844E LINE RW - _ w 12. CONSTRUCT EMERGENCY ACCESS REPLACEMENT - IN -KIND SF 1,375 -- 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. 13. CONSTRUCT-- AC OVER --r- AB. (BASELINE ROAD) MINIMUM SF 115,000 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING � Y MAP 14. CONSTRUCT CURB ONLY PER CITY STD. PL. 104 LF 2,600 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 v 15. CONSTRUCT AC OVERLAY OVER EXIST. PAVEMENT ( 0.1' MIN. THICK.) SF 17,200 SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE 16. FEATHER TO JOIN EXIST. AC PAVEMENT SF -- MATERIALS AND/OR SURFACING. 17. REMOVE EXIST. AC BERM LF 510 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY / JIB 18. CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PL 101-C (W= 35') SF 420 ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY, OIL - C, CONTENT AND GRADATION OF ASPHALT PAVING. � '� • "• 19. EXIST. POWER POLES TO BE RELOCATED BY OTHERS EA 1 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE 4 20. EXIST. M.H., F.H., STREET UGHTS, VAULTS, ETC.- (PROTECT-IN-PLACE) EA 4 CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. j - ��+�� _ I '� 21. EXIST. WATER VALVES, METER, HYDRANT- ADJUST TO GRADE + • _ oo EA 4 � • _ w 22. EXIST. MANHOLE- ADJUST TO GRADE 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN ! EA 3 TO DETERMINE STRUCTURAL SECTIONS do VERIFIED PRIOR TO PAVING. w � 23. REMOVE EXIST. CHAIN LINK FENCELF 210 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY r • 24. EXIST. EDISON VAULT do VENTS- ADJUST TO GRADE EA 4 MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE 1 ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE 25. REMOVE EXIST. WALL� "- " 2 - - LL 40 GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. ^�j---�I e / 26. REMOVE EXIST. CURB do GUTTER LF 95 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE A SOILS STERILANT REGISTERED 27. INSTALL R26 SIGN ON STREET LIGHT POST PER CALTRANS STD. EA 4 SEE SHT 8 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. ` - �+ `�" 28. INSTALL 2" X 4" REDWOOD HEADER LF 241 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF j i- F ' W 29. INSTALL GUIDE MARKER EA -- THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF = 30. INSTALL STREET TREE PER LANDSCAPE ARCHITECT PLAN EA 8 CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY c THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE - - - 14 40. CONSTRUCT 48' RCP -1350-D LF 591 CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. -- STORM DRAIN LINE 41. CONSTRUCT 36" RCP -1350-D LF 155 s;" 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BE SEE PRECISE GRADI G • �� j -L r-L GY, , W CONSTRUCTED AT EACH INTERSECTION. 42. CONSTRUCT 30' PCP -1350-D LF 66 PLAN r- Q r rr �' •• �} 43. CONSTRUCT 24" PCP -1350-D 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR LF 53 THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON T 44. CONSTRUCT 21' PCP -1350-D LF 42 REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY �w .r SEE �gFCISI GRADING Z ENGINEER FOR APPROVAL. ° STORIVf N PLAN NE A 45. CONSTRUCT 18" RCP -1350-D LF 190 �1 � SEE SHEET 7 _-- ! STORM DR IN INE C 46. CONSTRUCT CURB OPENING CATCH BASIN PER STD. PLAN 300 W & V PER PLAN EA 7 J 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY - -- - - SEE SHEE1 6 -- IL - STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE 47. CONSTRUCT MANHOLE #2 PER STD. PLAN 319 EA 5 INSPECTOR. --- \ 48. REMOVE EXIST STORM DRAIN LF 200 T 17. THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL NOT BE __ _ _ --- -- --- -- _ -_ ---- _-_----- ---- - 1 49. REMOVE EXISTING SIDEWALK SF 700 Z PLACED UNTIL ALL UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED STORM DRAIN LINE C BASF' INE R AD W ALL ON-SITE IMPROVEMENTS INCLUDING ALL GRADING HAVE BEEN COMPLETED, AND ALL UN- SEE SHEET 6 J 50 REMOVE EXIST. CATCH BASIN EA 2 ACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE SATIS- - - FACTION OF THE CITY ENGINEER. - -- -- -- --�- - 51. BRICK AND MORTAR SEAL EXISTING CATCH BASIN EA -- --- 1 W _ 52. CONSTRUCT JUNCTION STRUCTURE PER CITY STD. PLAN 331 EA 2 UT JITY CONTACT - 0 53. CONSTRUCT MANHOLE 1 PER STD. PLAN 318 EA 1 CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. SEE SHEET 5 SEE SHEET EET 4 ---- -- - - -- - ----- - - - G SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT (818) 969-7911 -- MR. BOB STALLINGS FOR BASE LINE ROAD CONSTRUCTION FD. 1" I.P. TAGGED L.S. 3018 FLUSH -- - ' FD. S do W TAGGED L.S. 4693 - GENERAL TELEPHONE 1-800-483-3000 L FD. 1" x 2' do TACK IN MEDIAN W/SCRIBED PER PM 11838, PMB 144/60-61 AND PER R.S. 68/73, ACCEPTED Z "X TIES ON T.C., NO REF. - ACCEPTED CITY TIE BOOK 16, PAGE 134. AS S 1/4 CORNER SECTION 32, SOUTHERN CALIFORNIA GAS COMPANY 1-800-427-2200 RES. S 71'16'45"E 0.21' T 1 N, R 6 W, SBM. Z 216 N. EUCLID AVENUE 1-800-427-2000 COMM. R 6 W,AS SW CORNER PER R.S.SECTION8/73T 1 N, r rt ONTARIO, CA 91762INDEX MAP CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591 9641 SAN BERNARDINO ROAD SCALE 1" = 100' RANCHO CUCAMONGA, CA 91730 L E G E N D 0 Z METROPOLITAN WATER DISTRICT (909) 593-7474 Q 700 N. MORENO AVENUE LA VERNE, CA 91750 1 DETrOTES STREET PLAN SF11`Ef NI V COMCAST 909) 983-9895 Z 1205 DUPONT STREET PORTION OF RED HILL) DENOTES PROPOSED STREET UGM ONTARIO, CA 91762 CL MARKS FOOTHILL B 909 987-6275 STREET TREE SCHEDULE CONSTRUCTION NOTES FOR STREET TREES DENO ANG STREET " 10808 FOOTHILL BLVD. 1120 �909� 880-0222 RANCHO CUCAMONGA, CA 91730 DENOTES STREET NAME SIGN QTY. BOTANICAL NAME COMMON NAME SIZE STREET SPACING 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STD. PLANS Z 8 MAGNOLIA GRANDIFLORA NON 15 GAL BASELINE ROAD 30' OC -� DENOTES STOP SKI "SAMUEL SOMMER" 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR, ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MY REQUIRE BACKFILL SOIL AMENDMENTS. AS DETERMINED BY THE CITY INSPECTOR. a 3. ALL STREET TREE ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE DESCRIPTION OF REVISION DATE CITY 2 PRIVATE ENGINEER'S NOTICE TO CONTRACTOR ENGINEERING DMSION. APPROVED: 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. CITY OF RANCHO CUCAMONGA O 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 co BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON STREET, ST RM DRAIN , SIGNING AND ST R I N G TOSE PROTECTTHEUTILITTIIESRACTOR SH WN I AND OTIHER LIED OTAKE NES OR DUE STR STRUCTURES NOT SHOWN ONMETHODS �OF E SS/ IMPROVEMENT PLAN MORSE 17320 Redhill Ave. O e �Nq� F THESE PLANS. _ J. VEST G TRACT 15766' ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK, SHCWN ON OR RELATED a Svite 350 �� < 2� �y� D O K I C H Irvine, CA 92614 N �P FZ z TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALS EMPLOYEES ARE ELL A PARCE No. 052496 PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS Voice: 949-251-8821 P A HEALTH i Exp. 12-31-02 � AND SUBCONTRACTORS SHALL COM LY WITH THE "OCCUPATIONAL SAFETY AND EAL H c� p REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS 'CONSTRUCTION S C H U L T Z FAX: 949.251-0516 * * IN THE CITY Of ANCHO C AMONGA I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD THAT COULD BE DISTURBED BY THIS �q�� IV I � THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR'S PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE Q�pFESS�pN P L A N N E R S E N G I N E E R S SURVEYORS �` CALIF APPROVED BY DATE: AND SUBCONTRACTOR'S COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTH DESCRIBED AS FOLLOWS ��p �O J q�� ----- --.-------- -- -- -- CITY ENGINEER, /, 'u RCE No 24953 REGULATIONS' OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION SEE INDEX MAP ABOVE cDESIGN � �o� �_ BENCH MARK RECOMM ED No. 052496 m CITY OF RANCHO CUCAMONGA !- CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE � r" Mark Taylor R.C. RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF oc Exp. 12-31-02 BENCHMARK NUMBER 10051 (1987 LEVEUNG) THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS DATED 9-21 -98 *� CIVIL �* ELEVATION: DRAWN SHE REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING EDWARD J. LENTH R.C.E. 052496 9T Mark-Taylor, Inc R BRASS DISK IN CONI. CURB STAMPED 'THEY of I HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER F q� CAL1E Y RANCHO CUCAMONGA BM 10051 198T AT THE D.L. O AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN 6623 N. Scottsdale Road, Scottsdale, AZ 85250 SWANNORTHWEST PLACE 0. OF 25 MILES WEST OF EiEUNE ROAD AND AVE. -- - F �+ CONNECTION WITH THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE AT SOUTHERLY END OF CATCH BASIN, 2 FT. NORTH CHECKED 052496 DRAW G N07ab. Q NEGLIGENCE OF THE OWNER OR ENGINEER. �+ v RCE NO LL 602/991 -9111 9 FAX 602/991 -9138 OF BEGINNING OF CURB RETURN. S.C.M. � D -. FILE NO PROJECT SHEET NO. OF l.-`39900�IMPLANS/S/PO 1.DWG 4-04-2000 SOUTH NORTH R/W 135 R/W 62' 73' I 13' 149' 60' 13' 1' 37' 4' 8' THIS POINT SHOWN AS GRADE 14IMAGINARY CROWN LINE 1/4 14 ( ) 15 13 27. MIN- MIN. 19; MIN. t3 4" 'F(. L 29, �% 5% M�. - - - - 3, PIN. 2X. EXIST. GROUND 22'1 29"f - _�_ ; 3 EXIST. AC PAVEMENT FUTURE � TO REMAIN MEANDERING SIDEWALK STA. 76+42.75 TO STA. 77+84.99 i i SOUTH NORTH R/W R/W 120' 4.0' SIDEWALK 60' 60' EASEMENT 13' 40' 1 40' 13' 3' 4' 2' MIN. MIN. 14 14 THIS POINT SHOWN AS GRADE 1144 (IMAGINARY CROWN LINE) 13 �'• 1.69, MAX. 3 MEANDERING SIDEWALK EXIST. GROUND � 2 —" �--— �- REMOVE EXIST. PAVEMENT 11 I STA. 81 + 15.71 TO STA. 85+11 .74 II SOUTH NORTH R/WR/W 120 4.5' SIDEWALK 60' 60' EASEMENT if CLR — i 13' 40' 1 51' 2' �I THIS POINT SHOWN AS C GRADE 6' 0.5' (IMAGINARY CROWN LINE) WINERY 14 14 BUILDING ,; ,14, 13 13 CONSTRUCTION NOTES � 1.961%,aMIN. CONSTRUCT 4" AC OVER 4' AB. COLLECTOR STREET MIN. STREET TI — ( SECTION) �I 3 O2 CONSTRUCT A2 8 CURB do GUTTER PER CITY STD. PL. 104. CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL. 103. 17 2 17 O5 CONSTRUCT 8" TO C CF CURB do GUTTER REMOVE EXIST. PAVEMENT 11 13 2 © CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PL 101-A 70 INSTALL STREET NAME SIGN PER CITY STD. PL. 401-A do 401-8 STA. 86+ 11 .74 TO STA. 86+50 ® INSTALL STOP SIGN PER CITY STD. PL. 401-B (R1) `� O9 STENCIL "STOP" do STOP BAR 10 INSTALL 5800 LUMENS HPSV STREET LIGHTS BY SCE PAID do COORDINATED BY DEVELOPER i SOUTH NORTH 11 SAWCUT do REMOVE EXIST. AC PAVEMENT R/W 120, R/W 12 CONSTRUCT EMERGENCY ACCESS REPLACEMENT - IN -KIND 4.5' SIDEWALK 60' 60' EASEMENT 13 CONSTRUCT _6� AC OVER A AB. (BASELINE RD.) MINIMUM 1t CLR4' 14 CONSTRUCT T CURB ONLY PER CITY STD. PL. 104 13 51' I 1 51 2 15 CONSTRUCT AC OVERLAY OVER EXIST. PAVEMENT (0.1' MIN. THICK.) 4' THIS POINT SHOWN AS GRADE (IMAGINARY CROWN LINE) 6' 0.5 17 REMOVE EXISTING AC BERM / 14 14 �. 17 j 13 13 > ` Z / 1`-� i i 2% MSN 2=N �✓ D Q 3 EXIST. GROUND ' WEST EAST 2 Z 13 REMOVE EXIST. PAVEMENT 11 R/W 66' R/W 2 33' 33' W 11' 22' ' 22' 11' DESCRIPTION OF REVISION DATE APPCITY ROVED: > STA. 87+47._21 TO STA. 88+35.66 � ?7 /r� I 4� VARIES 4 ql 3 0.11' MIN. 3 EXIST. GROUND CITY OF RANCHO CUCAMONGA a 2% VARIES 1 VARIES _ 2% TO 3.5%_ _ __2% TO 3.5%— —__ f-� --�----- STREET IMPROVEMENT PLAN --- , -.- =-- -� -----_ VESTI TRACT 157 �- � 2 _ 2 W BASELINE ROAD A SAN CAR 1A COURT � TYPICAL SECTION TYPICAL SECTION IN THE CITY OF R CHO CAMONGA SAN CARMELA COURT APPROVED BY : DATE: 25c19� CD BASE LINE ROAD CITY ENGINEER GCI (PUBLIC STREET) _- - RCE NO. _ _ CC) (PUBLIC STREET) �oQ�o E� S'0�q� DESIGN 0,:f 1732 eAMAre. RE Om DED TI=6.0 �� P� �Fti �� CITY OF RANCHO CUCAMONGA R.C. Q SuBr J50 � o +n D O[ICM Irvin.,CA 9 A TI=9.0 s — BENCHMARK NUMBER 10051 (1987 LEVELING) 3 voKr 50 n1- 21 - -- ELEVATION: s C H U E t 2 FAX 949 251-05 R=72 R=72 No. 052496 m DRAWN . . SHEE 7 BRASS DISK IN CONC. CURB STAMPED 'CITY OF �F 10 Exp. 12-31-02 -0 RANCHO CUCAMONGA BM 10051 1987' AT THE D L L A N N E R E N G I N E E R S SURVEYORS11 U * NORTHWEST CORNER OF BASELINE ROAD AND _ P� CIVIL �P SWANSON PLACE 0.25 MILES WEST OF ETIWANDA AVE. 9TF AT SOUTHERLY END OF CATCH BASIN, 2 FT. 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'. 1 1 _ , j # t SER . } I i i I t f t 1 •L. ; L_ I # I i I I I , 85 86 87 88 90 g1 PLAN SCALE 1"=40' S'LY E.P. N TR TI N COS UC O NOTES SEE ON-SITE PRECISE GRADING PLAN SAN CARMELA CT° 2 CONSTRUCT A2-8 CURB k GUTTER PER CITY STD. PL. 104. (PRIVATE SYSTEM - NOT MAINTAINED BY CITY) SEE SHEET N0. 2 .., - ' I - % r I -- - - , i I _ / O3 CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL. 103. >�� :. .. R z .: i , 66' 1 1 �.�� 11 ' I i I -- �" 4 CONSTRUCT HANDICAPPED ACCESS RAMP PER CiTY STD. PL 102 do 103. s t _ '] 0 Vl rI 3 1 € �n h C ll V 0O '. 15 l/ 6 I 1 I H_ - � I � 1.+? � (5 CONSTRUCT 8' TO 6' CF CURB & GUTTER Q Vic, f �, .. _ # . .. 0 11' I 22' 22 11 I I _ _ 54. ; / 6 CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PL 101 A i W 1 L,-1 L-16 ; Z N �5' 25' bc`� , , N I j ,,, EXIST. CURB & G I _ - 10 INSTALL 5800 LUMENS HPSV STREET LIGHTS BY SCE PAID do COORDINATED BY DEVELOPER - I - \ � U ITT . . 1 Z tf! v t2 do H,e. RAMP TO REMAIN v � , , I# I--i I 20' I 1 'I �0' �- __ WITH 8' MAST ARM, AS NOTED � I T41;�, �- �-- ,,, ," � ---�'y 10 X z °' W 11 SAWCUT k REMOVE EXIST. AC PAVEMENT 1 w `� 1 + J A: , car s4- C)Q . - -.. _ f ftBPOSEI7 R ,� Q `° Of D ? o v 0 W 0 J S E i; ' ' ``' 4 6 0 - 14- 0 3 W-fi PER TR. 15766 + + s - + W 13 CONSTRUCT AC OVER 6" AB. (BASELINE RD.) MINIMUM / ` o �, - , rc s�� _ _ _ - ` f. 14 CONSTRUCT 8" CURB ONLY PER CITY STD. PL. 104 A oz�s� �'R � � 1 W ' 15 CONSTRUCT AC OVERLAY OVER EXiST. PAVEMENT (0.1' MIN. THICK.) ,� \t,o �� '' 2 „ I LINE "C'- °�°°k` ) ox- �`'� �� E / . FU1tIRE R 16 FEATHER TO JOIN EXIST. AC PAVEMENT 5 �, 6 �° _ LINE A- 14 SE sHT. s 1 ' 13 �� /w o ,3 - - v, - - . / I � W SCALE 1"=40' � �"�S ', LINE "9 i �; I'I SEF SHT. 7 1zv 17 'h/ , `�� h /;, �� -�__ _ � I c' i AC 6f �7 ' / /, = 17 REMOVE EXIST. AC BERM . EX1ST. / , > �rIV, / 0 _ t �� V) 18 CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PL. 101-C (W= 35') W W SCIT S 7 i ,l/T / i // // ,# , , `L -� Z = _ - - _ _- _ _ _ - _ _ -__ - I _..I- - i - -- ,��/ /�j/ /� / /`' / FI / /,/ / / %y / , / / , `�°y°(��fo� "° �_ �V l�r�_ . /'. ' _ (n �, - � » , . / 14 /i i /� :;ice �� i; % ^� �, r-T / 11 // �, E W 19 EXIST. POWER POLES TO BE RELOCATED BY OTHERS W - T / �` r-�.- 'j�/ %-` --- ,i / - "%' =r r�f j /� - EXIST. M. F. STREET I VA ETC.- ( ROTECT-IN-PLAC ) W I/ -�f z 6 o c' ti _ E S H. H. S R ET LIGHTS, VAULTS, P E b .r. , �, it . , ��, j ; - , : : - K - J �� _ ^a°�� TO Rt tv � �� 0 Z // 4 R �, - g rn a °�o�� _ �� 21 EXIST. WATER VALVES- ADJUST TO GRADE I / + ,�/' J l�;, I - �� O 14 . x_ �, � I : ° - O ;; r , , I,, _ `� i pfb.6g � � � ✓� � - (2 EXIST. MANHOLE- ADJUST TO GRADE ...� p 1 �; x' f�X'� / ''i /��j; 13 / _ ZC X5,1 o =� i + / I' 1/ i 1 � � " j'i// / /;% X �� / Lu �J�1 �j1 J O �"��.' 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L_ 2 � „ � i WINERY BUILDING9 I �'�? 9,� � T � a _ STREET IM O V E M E N T PLAN OR I x x� Q N " u I 1� - °° "2" i " - _t BASE NE RQ/ D w I - ' iF - _ I � Z c % L I E A� I ___ 9 A E N R B � � I F i W � r _�'_ ,� , I L / it. Fo VESTING TRAC NO 15766 - r CURVE TABLE U} # A R L T J 157°32 '22' 1 . 00 ' 2 . 75 ' 5 . 11 ' APPROVED BY : DATE: � CO A 90° 00 ' 00' 25 . 00 ' 39 . 27 ' 25 . 00 ' K 3°44 ' 08' 1803 . 00 ' 117 . 55 ' 66 . 03 ' CITY ENGINEER _ RCE NO 24953 B 2° 04 '35' 1858 , 00 ' 67 . 33 ' 33 . 67 ' L 12°4 0 '49' 2 05 . 0 0 ' 45 . 37 ' 22 . 78 ' ��e 'o VE 5��4,g1 DESIGN _ RECOMME DED � C 24° 02 '44' 68 : 00 ' 28 . 54 ' 14 : 48 ' R 21 °47 ' 04 ' 84 57 ' 32 . 15 ' 16 : 27 ' �� Pia �F �y CITY OF RANCHO CUCAMONGA - •'` u oz.dli,IAr. Y/ w�. o 26 . 57 ' 13 : 46 ' S 19°48 '54 ` 84 . 57 ' 29 . 25 ' 14 : 77 ' �_ BENCHMARK NUMBER loos, (1sa� LEVEUNc) R C „ DO r IC M �.;�.� 9261. _ r Z ELEVATION: , Foie°:949 +-e51 -No. 052496 m *r `t s c u E r z FAX v�azs sle E 93 28 2 0 35 : 0 0 57 : 1 0 37 . 19 T 03 01 '44 1742 . 0 0 92 . 09 ' 46 : 06 ,,, ,,, r BRASS DISK IN CONC. cuRe STAMPED *CITY of DRAWN /` SHEET oc Exp. 12-31-02 RANCHO CUCAMONGA BM 10051 1987' AT THE �O F 83° 02 '31 ' 35 : 00 ' 50 . 73 ' 30 . 99 ' X 0°57 '59' 1753 . 00 ' 2957 ' 14 . 78 ' * * NORTHWEST CORNER OF BASELINE ROAD AND D.L. P ANaNE s ENGINIERS SURVEYOR�\ 4d U J'� Clm �P SWANSON PLACE 0.25 MILES WEST OF ETiWANDA AVE. - _ H 3°24 '57' 1807 , 00 ' 1 07 , 73 ' 61 , 13 ' Y 9 0°5 0 ' 14' 8 . 00 , 12 . 68 ' 8 . 12 ' 9lF F AT SOUTHERLY END OF CATCH BASIN, 2 FT. NOM-H CHECKED DRAWING N0. I 22°46 '48' 27 : 0 0 ' 1 0 . 73 ' 5 , 44 ' Z 5°55 ' 17 ' 1753 - 00 ' 181 . 1 7 ' 90 , 66 ' OF CAI. OF BEGINNING OF CURB RETURN. 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I I , ; rn 1 A' IoM I , OO p pp i p M M I S .. __-. m._.�--_ _a..,._�- .,_.._,....,.,. ._,.,.._�.,e._�-...i-._.-..a,-.__-F_.._,.. _ .._�--.._�_._.-.._._._v.-__ __d.. v, �-. -� -.. .�, r..�_ sem. .,+�.. _.... .,.�..,_:. __ _ _ __ _ �._ � _ _ _ -_.._.-_..._:�_... _-_i____._>__..-._:.__..._,s_-�.ma�_._M. .-..,e:_�_i.._._,._..a._.._,..._--__-._i._T .,_.._...-_.-.,...._.-.,.,_�,>....._ ✓A` - .r. -.__..._e_�__..,r.,_.._..x�_..._ _..._._-_,.,..,s-__..__,...__.-N _ 76 �� 7 79 80 °° 00 Go 82 83 84 CONSTRUCTION NOTES PLAN SCALE 1` -40' L=14.53' L=59.01' 50' VC O.C. O.C. PI=308.20 O2 CONSTRUCT A2-8 CURB do GUTTER PER CITY STD. PL. 104. NOTE: O3 CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL. 103. DAY CREEK B 0 U LE V A R D 1. BASELINE ROAD CONSTRUCTION SHALL BE PHASED TO PROVIDE A MINIMUM ® CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 & 103. 16' WIDE ACCESS TO THE STORAGE FACILITY DURING BUSINESS HOUR�ANK ' Lv �"'f _. { i ` �, t - s O5 CONSTRUCT 8" TO 6` CF CURB 3C GUTTER _ 2. PAVING, UTILITIES, LANDSCAPING, FENCING, GRADING, ETC. DISTURBED , ..1,_i t �- "' `"" . 4 , I i WITEtIN THE 20' RADIUS OF CONSTRUCTION ACTIVITIES SHALL BE RESTORED '" '` `� "' I 1 cn 1 10 INSTALL 5800 LUMENS HPSV STREET LIGHTS BY SCE PAID k COORDINATED BY DEVELOPER r ; 1 THE THE SATISFACTION OF CITY INSPECTORS W ` - I -1 t p� 2 31� G i I V IFN O�Uln1 �LK�� a ,' ¢ • ; s ' ` ' t„ _,^,j - f"�. :.J. I '-' WffH 8' MAST ARM, AS NOTED --_-_ } 2 �nf1 I nI ! r A i S t j ' s .A 4 ! NN I a n I ��nQ�2 Z , , % t ,,, _ 11 SAWCUT k REMOVE EXIST. AC PAVEMENT - 1 0 0 o r I �: I p��p (�� J I 13 CONSTRUCT -� AC OVER 6' AB. (BASELINE RD.) MINIMUM I �M11I1C ��CL�C� ��o I�� J W N 1 , - r e ,, 14 CONSTRUCT 8" CURB ONLY PER CITY STD. PL. 104 w .��j. 1 t . .. . ., m� ��, f 314.8 i a z�o 10 1 I -1 I- - -- , � v` . 1 � - " 15 CONSTRUCT AC OVERLAY OVER EXIST. PAVEMENT (0.1' MIN. THICK.) Q_ I f I 314.6 � > oQ o :. . - 3 . `` 1t i i j 314.8 10� 10 M � 8 6 � � x � � ' a, � 16 FEATHER TO JOIN EXIST. AC PAVEMENT 0 CD I N r --21 a.:. � w � Qj p�, r Z. 1 O Y �'� . z I ,5p3 I ` ,ri U 21 w 9 Z_ o + m l ROPOSED R Q, - - -; - - w I I � 17 REMOVE EXISTING AC BERM X I Iry ' + ao Q r 0 w � xrn v, PER TR. 157 t + P SED 19 EXIST. POWER POLES TO BE RELOCATED BY OTHERS ,�, ---- ` _ ---- - - r- oa- IST R r 3 ,� Q -< ___ r•- r- 49 N - ----a - TR- �5�6 , EX /�� - -- -- __. _ FT - n__. w N I r �� , ._ -- - �>, \ - f _ .11 w X r _ - - .. _ _ r r IN PLACE) L-] _ - --'- --�- - 0 EXIST M H. F.H. STREET LIGHTS VAULTS ETC (PROTECT E v 31 �G a -�_ -- -._ ro 3 B _. ._ C 11ir 4' 4T __ ,_ - ADJUST TO GRADE , _. EXIST. WATER VALVE, METER, HYDRANT . ij . L • • • 21 �: + m':� N a 0 i 49 �` - - _ 1 c,� �c, EXIST. MANHOLE- ADJUST TO GRADE \ to1 --L-------- --_ - -- ----- -- / (�.�3) ,-LINE B" : ` �V r r r�l/' - �� rJ 6 �� - 1 - oh o TC D o �, 13 .moo � TYP. 30 SEE SHT. 7 - INE �C' � Q i , to 13 +�' `` �' S SEE SHT. 6 4 EXIST .EDISON AULEXISTING TAdc VENTSIN LINK N ADJUST TO GRADE 11 EXISTING IMPROVEIu1ENTS��, 2 ~� l i / t "� �o°' W �..'. PER MADOLE PLANS �, A`, � �' O i l � W ,..J 25 REMOVE EXIST WALL - -"�'' - 16 16 rn a w .�� ' J'S��o _ _ ..- -- - _ - - r - �' ' -- _� _ i - -- _ _ © REMOVE EXIST. CURB do GUTTER T ---- - - ---- - --- 0 1 - - 1{ �� / / /' O V 28 INSTALL 2" X 4" REDWOOD HEADER ", 1 _ - i, % j"� �/" / /; / �4 //, o�oo i / % / O Q 29 INSTALL GUIDE MARKER CL N v 15 d -- 7; �y t /� '''+ O / / 13 / . � / `J CC 6 + ti`'�0 - �, 11� �� / r j / 21 t t / �,��`` / ,�8>r! ` 30 INSTALL STREET TREES, 15 GALLON PER STREET TREE SCHEDULE AND - � -• + O° R i + / 11 + o c `TOS 21 � � 21 /> c 00 STREET TREE'S CONST. NOTE ON SHT. 1 �' i _ - �o ® N�� N/ �o ¢o� �e��Tc 1 - FQ- 49 REMOVE EXISTING SIDEWALK Z FQ.. ( W� .�U \ ai .� `l. lC, •Op> 1� 0 6'/�///zzL�� _ _. - - - - - t'c'= 1._L- .__ _L�1__! t.r"o !" _. �. _� 1 _ _ ,^ - __ _._. _.__ _ __ _ W `nom - _ ! °D 1 '-..-------I.,- - -11_i L 1 - 00 tt1/L111 ---- ; 1 1 , 9 "� O �' O c) o ,o S 73.33, � `'�� lc 16 0 �` "3 �.o _ - - + 0` 'r w `''� !'rte w 13 CJ - - _ DESCRIPTION OF REVISION DATE X + x 23 + N o w I 86.24 '� C'r- -- - _ o ---- --- A ��w� 8 ,� __ ---- - - - - - -- - -- L 0 N -}I O • O N n NI I - - --- � r-,, - O < sL � ac, - EDGE OF _ _ _ __ _ - - - 41 . "' = APPROVED: : co CITY OF RANCHO CUCAMONGA °C cn _ __ '1 m (0 o � ? Z 10 R.D.A.I� LJ 10 1h pQ PAVEMENT ✓ _ _, �, + g _ - - - - - - 1 �� QQ _ - - _ J J + a + o t o 10 I Vi�I�G��Y ®l�l�[01 � - -- __ - - --- - -_ _ _ --- x o°' - - EXIST. RAW DAYLIGHT m 0 41 PLS -1 0 0 I a h 4 4 4 _ 'K FILL it > oo 1 F I J o� _ 1 ' � .�' rvl C" 2:1 IMAX to � � - o� � to CURVE TABES STREE MPROVEMENT PLAN OR ,, ( 0 -o- 10 Z R L TI I I . I 9 , BAS LINE RO w �� 1 A 94 08 51 35 , 11 57 , 68 37 , 74 W t , ! °��° ��Q�� B - 14° 16_33' 193 35 ' 48 : 18 ' 24 : 21 ' I C 12°41 '24 ' 193 : 35 ' 42 . 82 ' 21 . 50 ' BASE LINE ROAD VESTING TRA T N0 . 15766iI , �- o C ^ ' 1 ; r D 2 14 23 7547 : 00 29 . 00 147 , 5 . 1 _ 0) I i % _-. _ -- o i w ' I I ' E 157 16 11 1 , 00 ' 2 . 74 ' 4 , 98 APPROVED BY DATE:1 (G F 12°40 '51 " 180 00 ' 39 : 84 ' 20 : 00 ' � .�,, - co CITY ENGINEER 24953 _-_ __ RCE N 0 G 14 - 16 , 00, 180 , 00 ' 44 : 82 22 . 53 FESS QRS �N DESIGN 5I Iva .,,af,„,A,n. ._ RECOMMEN D H 2- 14 '23' 75 07 . 0 0 ' 293 : 43 ' 146 74 ' I ,/ ��o �0 q�F CITY OF RANCHO CUCAMONGA E '` � 5 r, lrn 1 3°4 9 ' 31 ' 7 5 0 0 . 00 ' 5 0 0 : 73 ' 2 5 0 , 4 6 ' C U R V E T A B E S ," QIP �y� 2� BENCHMARK NUMBER 10051 (1987 LEVELING) R C w u v I 1 t N a.:M. ,. P _ t � y - ELEVATION: y . 1 V.k. 94925 821 -- J 2- 46 '44_' _7493 00 ' _363 . 42 '_ 181 : 74 ' # ° R L T CD No. 052496 m 7 BRASS DISK IN CONC. CURB STAMPED 'CITY OF DRAWN - � l ICNULII Fuc: viv-251-0 SHEET I K 2°39 '48' 2500 00 ' 116 : 21 58 , 11 ' lj f' RANCHO CUCAMONGA 8M 1S W T OF AT THE vio+. , R5 cr, c iNE!■ s sufRvsrofts L �a 0 0° 19 '41 ' 2537 , 0 0 ' 14 , 53 ' 7 , 26 ' * Exp. 12-31-02 * NORTHWEST CORNER OF BASELINE ROAD AND D.L. 5 I J O U L 1 °37 ' 01 ' 2500 : 00 ' 70 . 55 ' 35 : 28 ' P _1022 '2g• 2460 , 00 ' 59 , O1 ' 29 . 51 ' J']. cim �P AT SOUTHERLY PUCE 0.25 MILES WEST OF EFT. NA AVE. _ OF - qJ. � AT SOUTHERLY END OF CATCH BASIN, 2 FT. NORTH CHECKED DRAWING N 0. Q SCALE 1"=40' M 22-37 ' 12' 27 : 00 ' 10 : 66 ' 5 : 40 ' Q 2°46 '44' 7453 , 00 ' 361 . 48 ' 180 , 77 ' , CA OF BEGINNING OF CURB RETURN. _- _ RCE N0052496 E.J.L. DATE ___ oo FILE NO /7�6 � PROJECT SHEET N0. OF ,:�j99000VPLANsvSJPO0 4-04-2009 i i i I 1 1 � I � � I• , ! ,.- �, TANK 1 1 # } W { _ 1 - V�,CTORIA SEL •` x _ _ ` ` `' € • o?E_ 1 m I 1 ��° �� °�� ®Q� STORAGE -fix Q //(,�` Y 1 I - � '- t r . . � `./� w I1 1 SUMMERFWLD YR. 15675-1i a _ ---- -------------- - 1 A — — _ • • WIND EROSION CONTROL NOTES: 1IrI -- -- �,�-- i. ES AND PAD ) WILL BE SPRAYED Wn A y� I 3 ALL UNPLANTED GRADED AREAS (SLOP S \� --- - - - - -- -- -- -- - 1u1 J POLYMER COATING WITH GREEN DYE LI- - - - 2 SO AS TO REMAIN UNDISTURBED TO POLYMER COATED AREAS WILL BE PROTECTED A Z MAINTAIN THE INTEGRITY OF THE COATING / a W _ Y Y TYP. Lj 3. , THIS SHEET AND WILL REM IN CONSTRUCTED TO OPERM PERMANENT LANDASCAPING�ISI INSTALLED. iWIND p = 4. COATING WILL BE INSPECTED AFTER EACH MAJOR RAINFALL AND THE POLYMER p V - - REAPPLIED AS NECESSARY. 79 78 TYP. ' 0 Q 5. PERMANENT LANDSCAPING WILL BE INSTALLED AS SOON AS PRACTICAL. 77 A + 6. DURING GRADING OPERATIONS, AMPLE WATER TRUCKS WILL BE AVAILABLE 24 HOURS -76 I PER DAY DURING SIGNIFICANT WIND STORM EVENTS. — Fa — WATER EROSION CONTROL NOTES: 1. GRAVEL BAGS ARE ENCOURAGED OVER THE USE OF SANBAGS AND MAY BE REQUIRED IN AREAS WHICH ARE PARTICULARLY SENSITIVE TO SEDIMENT DEPOSITION. 2. REQUIREMENTS FOR AND SPACING OF VELOCITY REDUCERS FOR STREETS WITH GRADES hx ��. OF LESS THAN 4% SHALL BE AS SHOWN ON THE APPROVED EROSION CONTROL PLAN. � x I TYP. 11 +. t WINIMMY ® DING I I 3. THIS STANDARD DETAIL SWILL BE USED AS SHOWN ON THE APPROVED EROSION CONTROL 1.4 ' � I ------------- • I I i } � ` Ir _ ` ^^4 D BASE LINE ROA EROSION CONTROL CONSTRUCTION NOTE: OA CONSTRUCT SANDBAG VELOCITY REDUCER PER DETAIL HEREON 2 encs MIN. 2 eAcs MIN.yt 6 6' .., a ,y , 1' 22' 22' 11 ELx YRACT IIL15,766 EROSION CONTROL cc (A TYPICAL SECTION AND ELEVATION — I N .I.S.Q A � Ir i TYP. \��` W O I TYP. = J W w w _ _ V O 90 O cQ 0 91 `� Z ul SCALE 1"=40' zz - A L------ --- -- - - - - - -- -- - -- - --- DESCRIPTION OF REVISION DATE CITY a: APPROVED: �... I ----� CITY OF RANCHO CUCAMONGA o VVIf��P� ®�IdL�16�1C� � g � -_;__ __._ W I ,- - - ----- - zW � - ERO ION CONTROL PLA I Z j - Z cn o I - BAS LINE R D + o I 0 °° ' VESTING TR CT N0. 15766 O aC W EASE LINE ROAD APPROVED BY DATE: � - CID CITY ENGINEER __- _ RCE NO . 24953__ � QROFESS/�N DESIGN REC0 OMEN D ti CITY OF RANCHO CUCAMONGA volt `f t S'a°o•'h'"�" LO BENCHMARK NUMBER 10051 (1987 LEVELING) R.C. o o 1 i c e Ir—t 92614 cn = z ELEVATION: vc. 94 eea 1 No. 052496 m 2" BRASS DISK IN CONC. CURB STAMPED CITY OF DRAWN .s - :�M�.T: FAX 949-u 51p SHEET � EX 12-31-02 � RANCHO CUCAMONGA BM 10051 1987' AT THEI— * P * NORTHWEST CORNER OF BASELINE ROAD AND D.L. n irk s E N G I N E E R S s u R v F Y o R s SWANSON PUCE 0.25 MILES WEST OF ETIWANDA AVE. f _10- F-10 v/ AT SOUTHERLY END OF CATCH BASIN, 2 FT. NORTH CHECKED DRAWING N 0. Q F CALF OF BEGINNING OF CURB RETURN. — �_ _ CE NO 052496 E.J.L. DATE _q �� FILE NO 7c PROJECT SHEET N0. OF is\39900\IMPLANS\SIP10 4-04-2000