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E571MATE of QUAD TITLES GENERAL NOTES ARROW ROUTE A.C. PAVEMENT - 327 834 SQ. FT. i. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLAIDS, THE CITY Of RAVM CUCAMONGA STANDARDS AND THE STANDARD -- __ 8' CURB 6 GUTTER. - 2,032 L. FT. SPECIFICATIONS FOR PUBLIC WORKS CGNSTRUCTION - CURRENT EDITION. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERANCE TO THESE STANDARDS AND SPECIFICATIONS. SHEET No. -r �! 8' C.& G. TO 6' CA G TRANSITION - 135 L. FT. t. ALL PIPELINES OR SUBSTRUCTURES OF ANY HHUD, TELEPHONE OR POWER POLES, HATER METERS, VALVES, FiRE HYDRANTS, ETC. 1 C9055 GUTTER - 1,925 SQ. FT. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT- OF- NAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT ' SIDEWALK - T,T1T SQ. FT. WORK 15 TO BE DONE SHALL BE REMOVED , RELOCATED OR PROTECTED iN PLACE AS REQUIRED AT NO COST TO THE CITY OF I / RANCHO CUCAMONGA, ' t VAR. A.C. OVERLAY - 21, 486 3Q. FT. S. THE RESPONSIBILITY OF ADJUSTING MANHOLES OR VALVE COVERS , PAVING REPAIR AND PAVING REPLACEMENT IN CONNECTION Q~ i PAVEMENT REMOVAL - 12, 454 SQ. FT. WITH SEWER AND WATER, GAS , PHONE ELECTRIC OR OTHER UTILITY LINE INSTALLATIONS WILL 15E THE RESPONSIBILITY OF THE Q! 42 41 40 39 36 37 36 95 34 33 32 '31 30 t9 CURB i GUTTER REMOVAL/ - t 4 5 L. FT. OWNER, AND SHALL BE ACCOMPLISHES' IN COMPLIANCE WITH APPURTENANT ORDINANCES AND STANDARDS. It /14. ANY CONTRACTOR PERFORMiNG WORK ON THiS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND 69ALL BE SOLELY ,` SIDEWALK REMOVAL - 300 SQ. FT. RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INOIRECTLY FROM HiS OPERATIONS, WHETHER I5,_ _ _ _ �; OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. I A.C. DERM REMOVAL - 555 L. FT. SHADING ON STREET PLANS INDICATE A.C. PAVEMENT DETERMINED BY STRUCTURAL 'S'ECTION TO BE INSTALLED. L_77 i ROCK WALL REMOVAL - 110 L. FT. � TA ED. t` ( - 1 EA. 6. A PERMIT SHALL BE OBTAINED FROM THE CiTY OF RANCHO CUCAMONGA ENGINEERING DEPARTMENT PRiOR TO ANY ENCROACM - -_ -- 28 / UNDER SIDEWALK DRAIN MENT OR CONSTRUCTION PYITHIIU CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF -WAY. 43 44 15 46 F(r ST S>l 27 CURD OUTLET = 2 EA. T ALL REQUIRED STAKES SHALL BE SET BY THE PRiIVATE ENGINEER . M� al b0 STREET TREES S7 EA. B. TOE STRUCTURAL SECTIONS 3NO111M ARE MINIMUM . AT THE COMPLETION OF ROUGH GRADiUG SOiLS TESTS INCLUDING 'R'VALUES 5900 L STREET LITE - 7 EA. SHALL BE TAKEN ARID A MATERIAL REPORT SHALL BE PREPARED BY A QUALIFIED SOILS ENGINEER . THE REPORT SHALL CONTAIN ' ( W 82 T9 4T 54 g9 26 9500 L STREET LITE - 3 EA. A PROPOSED STRUCTURAL SECTION AND SHALL BE SU15MiTTED TO THE CITY ENGINEER FOR HIS REVIEW AND EVALUATION. APPROVAL 0 ii11LL DE GIVEN WHEN ALL STRUCTURAL SECTION REQUIREMENTS HAVE BEEN MET. z I Q bg TO 48 53 60 25 U 9. -ALL SEWER , WATER , ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS,MAINS,OR CROSSINGS SHALL BE CONSTRUCTED PRiOR TO PAYNG T7 4552 61 ' 10. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION TRENCR BACKFILL ,COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL 50 24 d W I BE PERFORMED AT NO COST TQ THE CITY OF RANCHO CUCAMONGA . A WRITTEN REPORT WITH THESE COMPACTION TEST SHALL BE 51 62Q SUBMITTED TO THE CITY ENGINEER, FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND /OR SURFACING . N b5 76 23 I I1. AT 711E COMPLETION OF PAVING ,A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR o 86 T5 I DETERMINATIONS COMPLETED TO VERIFY: (81 R-VALUE , SIEVE ANALYSIS AND SAND EQUIVALENT Of AGGREGATE BASE. bT 74 I ( b) STABILITY, Olt CONTENT AND SIEVE ANALYSIS OF ASPHALT SURFACING. I � BFRwt It. WHEN ASPHALT CONCRETE 15 PLACED ON NATIVE SOiL WHiCH CONSISTS OF A ROCKY MATERIAL. T14E SUEZ -GRADE SHALL BE 73 6 so= PREPARED BY REMOVING ALL ROCKS WHICH PROTURCE ABOVE THE SUB- GRADE AND ALL VOiDS OR DEPRESSIONS SHALL BE z• I W' $pTO 69 66 6T 64 50' R/M i FiLLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. ]C tl NORTH R/W 1' 14 L' I 59 72 65 =W 30' 36' 14' \ i3. IF THE ASPHALT CONCRETE 13 TO DE PLACED ON SUB- GRADE, A SOiL $TE RILANT REGISTERED BY THE E.P•A. FOR USE U11DER A.C.AND _-i 90 71 C3 L1' 12' 12' 10' 2-(SEE STD. 304) P.C.C. SMALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING . __ 66 (9 F d 14. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER TILE CONTRACTOR SHALL w C) EXIST. PVMT MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY ' _ ( 2' 1b' S' 4' VAR THESE PLAN5 WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES 311ALL BE CONSIDERED AS INCLUDED �, IN I MIN. \ THE OTHER ITEMS OF WORK. 10 FEAMEN rVM*T 15. CITY APPROVAL DOES NOT INCLUDE MATER OR SEWER SYSTEM AND ESTIMATE OF QUANTITIES. FF1 T N 12 IS. STREET MARKERS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 401 &402 SHALL BE CONSTRUCTED AT EACH INTERSECTION. 14 17 le I S IS 16 = o , Y D CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR AUD OMISSION DISCOVERED DURING CONSTRUCTION . UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY �~ SUBMITTED TO TWE CITY ENGINEER FOR APPROVAL. w co I � " m BLOCK MALL PER 15. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT CLEAN, HAZARD FREE ORDERLY STATE THROUGHOUT / CONSTRUCTION . SITE SHALL BE CLEANEO UPON RE UESf OF THE INSPECTOR � {GRADING PLAN � . 20 1 S H L ET NO EXIST, A.C. BERM O or . s Q I HWO D LVE _ L � , !k/R• •- _- MAX CONTACT THE FOLL.OI MG , AS REQUIRED , 48 HOURS PRiOR TO EXCAVATION: I I r t \`'-------- - - - �.�� i'1:yrNRs;°� toyy'ur. FOR UNDERGROUND E A. GENERAL TELEPHONE ( 800) 422 - 4132 11 ( G OUND S RViCE C H UR rH' _ _ � I - 3 SOUTHERN CALIFORNIA�'`� 8- �EXiSMNG PAVEMENT c D. T N CAL GAS COMPANY ( 714 ) M - 1889 T r� ��� �\�J, JJ J 1191 E. BIRCH STREET ( 114 ) b29 - 7070 1 6 . /� �i- BREA , CA. 92 521 7 1 PER STD. SO4 .' INDEX MAP CONSTRUCT 4"A.C. OVER 4"AGGR. BASE Brim C. CUCAMONGA COUNTY WATER DISTRICT (714) 557- 2991 5641 SAN BERIUARDINO ROAD SCALE 1"•80' ARROW ROUTE PLAN VIEW OF PARKWAY MAIUC40 CUCAMONGA , CA. 91730 - - -- -- - -- NO SCALE STA. 12+06.00 To STA. 18+50-00 I • . I. =9.0 R = 7i WEST It/" PRIVATE ENGINEER' S NOTES TO CONTRACTOR 1. TTIE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PiPES, CONDUITS OR STRUCTURES S14OU ON THESE PLANS ARE � 30' OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT HEST RJR Ells? R� I2' 18' 18' 12' AS SHOWN ON THESE PLANS . THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY b6' LINES SHOWN ON THESE DRAWINGS . THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY gs, 0.5 4' 2' G' 10 10' 6' 2' ' PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. L CONTRACTOR AGREES THAT HE SHALL A55UME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SiM CONDITIONS DURING THE II' 22' 22' II' COURSE OF CONSTRUCTION OF THIS PROJECT , INCLUDING SAFETY OF ALL PERSOUS AND PROPERTY ; THAT THIS REQUIREMENT 10' 10' 2' 4' 1 0.5' SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS ; AND THAT CONTRACTOR SHALL DEFENDr 05' 4 INOEMUIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY ANO ALL LIABILITY , REAL OR ALLEGED, 2 FEATHtR PVMT. 5 IN CONNECTION WITH THE PERFORMANCE OF (YORK ON THiS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE 1 NEGLIGENCE OF THE OWNER OR THE ENGINEER. QS2' O.R' 0.32' v "R _ LEVEL LWE - le � � BENCH MARK CiTY Of RANCHO CUCAMONGA Bf1UCH MARK NO. t-B .�, vie P.- ... 3 �.•^ CONCRETE NAIL WITH COUAITf SURVEYOR TAG 2 FT. SOUTH OF SOUTH END OF CURB RETURN AT SOUTHEAST CORNER OF 8T" STREET AND BAKER AVENUE. ELEV. = 1131.735 S 2 T CON5TRUCT 3"A.C. DYER 4" AGGR. BASE 7 YA R(7•S'->r) MADRONE AVENUE EXi5T1UG CONSTRUCTION NOTES IMPROVE MEATS PVMT. _ i STA. 20+ 0.71 TO STA.224 55.49 CONSTRUCT 3"A.0 OVER 4" AGGR. BASE .T. • = 5.O R= 75 EAST R/M © CONSTRUCT A.C. PAVEMENT PER TYPICAL SECTION. BAKER AVENUEad i _ _ ® CONSTRUCT d CONCRETE CURB B GUTTER PER STO. NO. 303. STA. 6+62.53 To STA. II+ 13.21 30 ¢ 30' O CONSTRUCT CONCRETE SIDEWALK PER STD. NO. 310 . ' T. 1.- 6.0 R = 79 12 ls' EXISTIPVM'T• ® CONSTRUCT WHEELCHAIR RAMP PER =. 20. 910 . O.l3 4' t G 101 .2'FEATHER 1'VM7 O CONSTRUCT CONCRETE CROSS GUTTER PER STD. NO. 508. i © CONSTRUCT VAR. A.C. OVERLAY. 0.10' MIN. THICKNESS) ` REVI5ED SECTIONS ALONG MADRONE 5-25-55 1144 sDilETx11iR/W TR.BDRY RN/WH �' O REMOVE EXISTING PAVEMENT DESCRIPTION OF REVISION DATE CITY �• - APPROVED b' o O RELOCATE EXISTING POWER POLE . EXISTING IMPROVEMENTS PER TR. ALO• 56 O CITY O F RANCHO CUCAMONGA IS' IB' 12' fVARiABLE SLOPE I J INSTALL STREET NAME SIGN PER STD. N0. 401 . 0.61 4, �, ', ', 2. 2. 1 SEE GRADING PLAN 10 INSTALL STOP SIGN PER STD. N0. 402. -�, o.�t-oss ojorr.0.10 TITLE SHEET 11 CONSTRUCT CURB OUTLET PER STD. N0. 506. 14. FT• LEVEL LANE I O CONSTRUCT UNDER SIDEWALK ORAN PER STD. N0. 507. CONSTRUCT PAVEMENT TRANSITION PER STD. NO. 406 . 1 OxyO.IT' 0.1v 1 3 •:r: C� J~`N4..�oe 14 RELOCATE EXIST. STOP SIGN PER STD. NO. 402 lk� 6 7 15 INSTALL 5800 L STREET LITE TRACT N0. 12621 L ' _ _T LEYIL EXI3Tt4 PVMT Q INSTALL 9500 L STREET LITE ' �SIDEw�LK �� �� -���� I I) I 1 INSTALL A.C. BERM PER STD 313 APPROVED BY PATE It,rf��� j TJX CITY ENGINEER R.C.E. No 23889 r EXM. A.C. PAVEME]UT _/ CONSTRUCT 3"A.C. QUER 4"AGGR. BASE _. . DESIGN RECOMMENDED lla EXiST. a•CuS cur" M CC U TC H A N CO. 114C. EX15T. 8"CURD i GUTTER PER $IO. MO. 303 MADRONE AVENUEC.A.. 265 N. SAN GABRIEL BLVD. V" t of PER STD. NO. sos CONSTRUCT YM. OVER 4"AMM. BASE DRAWN PASADENA CA. SHEET NO { (818) 795- 162 I I STA. 18+00.00 TO STA. 20+70.71 RICHWOOD DRiVE _ c G Z. K. OF T. 1 • = 5.0 R - 75 CHECKED DRAWING N0. slat. Q+ 45.03 TO SU. t?+O'S.o4 ��� STA IG+��0.00 Tb STA• t1a+p0.00 - R.C.E N0. 14375 REMOVE EXIST. PAVEMENT AND REPLACE ' T. 1. DATE �-�8-s FILE N0. 909 - 5.0 R 79 W/3"AC. a116R 4" AGGR. 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L O � iE \ __ o • o • �tiGF i-r 18+92. 13 11.C.R. +75. .V. ; . 18475.00 18+75. . -m 18+75.00 GR BRK 6 N 179.76 _ (1179.57) 1179.67 E, 1 Il79.76 I + o N N eo R / „ m O , 18+92.19 Z __., 19+00, w _.-._ �3 _ .__ _� ., 1180 43^-1�l "G.F r D - _ m (180 38 0 N o ,1 Al � � D � -v _. .. � . o � � 4 1180,72 _ _ e 1 u 89.57'49"E D I 1.0 "' y' G.F 70 z RI m � 19+ 5 Y.0 19+25,00 19+25,00 G d. � � `" 0 t� 1180.g4 1180.69) I 180.83 I 50- F ,+ s E.G.R. 6"G w Z 1181.43 G! 40Q 0 1181.47 G yE"C.F J 19+75.13 D.C.R o _ c C 15+76.50 E CURB OUTLET V g :::,,. ✓ . 181.52 7,•G F. A I _ PER STD. DWC, 50r, I A-6-25' c, o,=1s �. � t9+75.00 E.Y.C. 19+'1500 19+75. Gt3. 1+8162 7yt&CF E-F= 5' w=�' 1181.86 z 11 81.71) 1101.90.. , 19+75.14 D.CR:` 1181.56-8"C.F SEE GRADING PLAN o- AN61 x 70 A p r \ r RIL 1.140ON TA 20+25.00 BV.C• 20+25.00 20+25.00 EUCAG.5. 20425-00 W.C. t I') N {182 GG (1182.62 1182.72 � 1182.66 v, s . 20+5000"' 1183.12 _ 20+ 50.00 20+5000 20+70.71 D.C. s �� •c BEGIN CURD e� I 1183.08 _ 1183.12 a?s , -v 20+70.00 B.C. 20+-77 OLC. 9.6. 9' l` _ BEC, RB-1183.58 t 1163.50 =0 1183.58 '' o, Arft PER ST T pwY - \ < +7 PV.C• 2 +75. P.V.0 w cE°w" 70 \ _ro - o+ N ;. w ^ 1183.71 _. ` 1183.59 n o 1183-f w � C. Oryx.73 aST L � RR. C. /\ w I� fu' 2 +00.0(5 _ _ _ . _ _.. 2 + 21+00.00 e _ ... I� N � - 1 184.4 184.2 6 � 1184.42 D ssle� �, ca _ e co rn 2 I 20}25. 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