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f GENERAL NOTES 1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH. THESE PLANS, THE ITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CON- STRUCTION - CURRENT;EDITION.• CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERANCE TO THESE STANDARDS AND SPECIFICATIONS. - --� 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 t� =_ - } WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK ;{ IS TO BE DONE SHALL BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED 0. / / , _ TYP/CAG LGL')9T/ON OFS/IJEKiAL AT NO COST TO THE CITY OF RANCHO CUCAMONGA. ETf MATE OF QV ANT/TI�S _ �_� NORTH s/oE OFti1.4NZ,lN/Til EA5r SiOE OFG, ZA4r4, W/L S ON A VE. _ # ✓iLCA, AND ACAM. 3. ,THE RESPONSIBILITIY OF ADJUSTING MANHOLE OR VALVE COVERS, PAVING REPAIR AND ,3EE d"EET 2 r +� TRACT 9441 'PAVING REPLACEMENT IN CO'iNECTION WITH SEWER AND WATER, GAS, PHONE, ELECTRIC ITEM DESCRIPTION QUANTITY UNIT REMARKS OR OTHER UTILITY LINE INSTALLATIONS WILL BE THE RESPONSIBLITY OF THE OWNER, AND SHALL BE ACCOMPLISHED IN COMPLIANCE WITH APPURTENANT ORDINANCES AND 6 7 /p 1 . 8 Curb & Gutter 8,029 L.F. Per Std 302 / 30' 30' STANDARDS. i (j 2. 8" Curb Only (Curb Returns) 266 L.F. Per Std 301 / ' / /a' /2' 3 TRA C T 111609 Q 4. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH 2 5 8 3. Conc. Cross Gutter 2,912 S.F. Per Std 308 9' 9' THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES 2 15 8 n 4. 0.25' A.C. Pavement (2 6a9 tons? 143,416 S.F. I RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH I P N A S � '� I FACILITIES ARE SHOWN ON THESE PLANS, 9 /2 I 5. 0.50' Base 143,416 S.F. �./ 8'C.F. 8'C.F. 3 4 5/0,0e: 5. SHADING ON STREET PLANS INDICATE A. C, PAVEMENT, DETERMINED BY STRUCTURAL 6. Subgrade Preparation 143,416 S.F. i�" fi:min. " 7. Sidewalk I4,�0o S,F, �, 4�" � e n " SECTION, BE INSTALLED. 45 63 8, Drive Approach 23, 000 S,F, Per Std 305 -~ 0.29 °��" o.�- 4 6. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING DE- 44 �� PARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO 6'4 ¢3 46 6/ W 9• Street Lights 32 EA, Const. A.C. paYevr> ^,' over base CUCAMONGA EASEMENT OR RIGHT-OF WAY, 10. Stop Signs 3 EA, 7. ALL REQUIRED STAKES SHALL BE SET BY THE PRIVATE ENGINEER. 42 W 47 60 65 11 11 . Street Name Signs 4 EA, Per Std 401 TYP/CA L �G CT/Om_ 8, THE STRUCTURAL SECTIONS SHOWN ARE MINIMUM. AT THE COMPLETION OF ROUGH GRADING, . PITA d E 2 `4 SOILS TESTS, INCLUDING "R" VALUES, SHALL BE TAKEN AND A MATERIAL REPORT SHALL 9/ 918 59 66 (J �� TRACT 11609 ALL. STREETS EXCEPT W/GSO/V - T/. =5 BE PREPARED BY A QUALIFIED SOILS ENGINEER, THE REPORT SHALL CONTAIN A PRO- PHASE 7a SCALE POSED STRUCTURAL SECTION AND SHALL BE SUBMITTED TO THE CITY ENGINEER FOR HIS PHASE �5 ¢ Q � 1 . 8" Curb & Gutter 1 ,962 L.F . Per Std 302 REVIEW AND EVALUATION. APPROVAL WILL BE GIVEN WHEN ALL STRUCTURAL SECTION 40 0 49 67 2. 8" Curb Only (Curb Returns) 220 L,F, Per Std 301 REQUIREMENTS HAVE BEEN MET. W I iI, 3. 8" A.C. Berm 88 L.F. Per Std 313 s8' 1, 9. SUB-GRADE STAKES, DRIVEN TO THE PAVEMENT SUB-GRADE ELEVATION, SHALL BE SET BY ,fig 50 57 Q 68 I 4. Conc. Cross Gutter 2,272 S.F. Per Std 308 � `�¢ THE CONTRACTOR OR ENGINEER. THE STAKES SHALL BE SET AT ALL HINGE POINTS, N 5. 0.33' A.C. Pavement (6oitons) 24,043 S.F. Wilson Ave. �Y 33' 3z' rz' EDGE OF PAVEMENT POINTS WITHIN 0,01 FOOT OF SUB-GRADE ELEVATION AND AT NOT ® I s/ 69 � \ MORE THAN 50 FOOT INTERVALS, ADDITIONAL STAKES MAY BE NEEDED AT WARPED OR I 6. 0.25 A.C. Pavement (ala to^s) 22,300 S.F. VERTICAL CURVE AREAS, SUB-GRADE STAKES SHALL BE IN PLACE PRIOR TO PAVING TO 7. 1 .00' Base (Class II.) 24,043 S.F. Wilson Ave. PERMIT SPOT CHECKING OF SUB-GRADE BY INSPECTION PERSONNEL. I 8. 0.50' Base (Class IL) 22,300 S.F. CO 10. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR TRA C T 44 I Ex/st S Pe CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. I za 1� 9. Feather A.C. & Join, 7,193 S.F. w f�Y��ent .� o.�s' a3g' y4• ftmn 10. Guide Markers 10 EA, Per Std 401 _ _ -- - 52 53 54 ss �O 7/ 2 �� - 11 . COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING (;•• _ ! i AN A N/TA OR/ 11 . Remove Pavement 18 112 S.F. J ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY �,� �4.5'f Cost I A.C. �aveine✓�f OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TEST SHALL BE, 35 5 ¢ 3 2 / I 12. Pavement Transition 723 S.F , over boss. SUBMITTED TO THE CITY ENGINEER, FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE I o 13. Sidewalk 19so S.F. 6 Exit �e Ewst,o�avement MATERIALS AND/OR SURFACING. 34 14. Drive Approach 4,000 S.F. Per Std 305 �/ ��^T/O w, 12. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE I 1 Q 7 15. Street Lights G EA, T/ RAC (r ,Y CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: 33 J cJ 16. Stop Signs 2 EA. W/L.SON A VE/VUE - Tl '8 (a) R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. P N A E 3 <�� scA4;E I �j� 8 �V 17. Street Name Signs 2 EA, Per Std 401 �j q, /g,-OO 7V /,gfgM (b) STABILITY, OIL CONTENT AND SIEVE ANALYSIS OF ASPHALT SURFACING, �I. s I `�. 18. Street Trees 35 EA. Per Std 601 & NOTA. F�i�klvo�r trees �`o be Cb///steirx� �Citri�us /4 B (LBol q( 6rushJ Size- 2=4 Cc�25'oC. 13. WHEN ASPHALT CONCRETE IS PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY 9 I � _ 602 3/ �r Sfz� 60/ x" 602. MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PRO- _v ��, 19. 2X4 REDWOOD HEADER 525 L.F. /3 TRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH 30 /0 kco A FINE GRADE MATERIAL OF A QUANTITY BETTER THAN THE NATIVE MATERIAL. 14. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURERS RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH W/1-JO/V A VE. PRIOR TO PAVING, 80 9449 4f"ZAN?A OR/YE 15. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE A OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUC- STREET Q COCA STREET TION PLANSQWHICHTISSNOTFORE SSPECIFICALLYNG A LISTEDDIN THE ESTNY rIMATE OFOF KREQUIRED QUANTITIEESBTHESE SHALL BE e3 22 Z/ th cST. CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. °o �Y `��/ �` I STO.PM DiQA/N QUsINT/T/ES - Ti?ACT 99�/ cS'/TE W 16. CITY APPROVAL DOES NOT INCLUDE WATER OR SEWER SYSTEM AND ESTIMATE OF QUANTITIES. BASEL/NE AVE. 17. STREET MARKERS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 401 AND 402 SHALL BE CONSTRUCTED AT EACH INTERSECTION. 3 -100 saiRE Z7-7 18. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY n A 27" P/PE 1 FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. /N D EX MA 3/2 L.F. O� UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO cSCALE" : /" = ZOO' S 24 �P/PE ZO2 Z..,= /=00774//_L a4 VD. THE CITY ENGINEER FOR APPROVAL. "° 19. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY (0 2/" Rlvoe /27 STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE �. NORTH INSPECTOR. WIC 7 PE 36 L.F. ARROW "Wy SPECIAL NOTE FROM PRIVATE ENGINEER TO CONTRACTOR 8 IWA11/01-E 14X 3 EA. ISA NC CUC A MONGA CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY " ¢4' 9 Z EA. FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT,, fzT/TUBE /MPROI�E�IENT Fes? , /2, 4t-4 QST. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL rr,Pica� sa-rio�v� /O ti7UNGT/GYV STiPGCTI.i�E C / EA. APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS: AND THAT kI i-4 �'' THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGI- �1 ExrsTr , stiefac� z's`�xrLe�i�/rv) // C.4TC.'1 Q.4S/rV TYPE / l�J = /4' 4 EA. NEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION CATCH .8.95/N TYPE /,� /Y' 7' / e.1. WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY 8' B' 8' 8' B"C.F. /Z CATCH eA5/N Ty�E / �(J=28 ' 2 EA. SAN BERNAR /No FwY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 1-/O MAX. oq9� 0./6' 0.34' ' 1frP4Nker i . c� VErN�vr /4 rrLTET e'R1'0- )P2 EA. 2 X4 ReDWooO yEj0eR T . VICINITY MQ P wAcZ PA O�,e ,s4. /5 COL G AR 6 TO CAL-AF T/ PI fL VjEC I /4 zGL'AL 19EPRE55/01V -1 EA• DESCRII T0H OF REVISION QAT� PPR' IL NU - T/. =8 NOTE: NO STORM ORA/N ur/TN/N 72FA7 //60cj cYr.4. /0f4o M /0-,75 0 ,/t38 70 /6-100 CITY OF RANCHO CUCAMONGA MOT 70 SCA L,6 8g' FA. T THE FOLLOWING, AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION: 5TReCT AND STORM DRAIN 44' N BERnrARO//vo COUNTY FLOODIMPROVEM NT PLANONTROL A/STs?/CT 33' 32 /Z' 825 E. 7N/R0 ST. 32' -",V �BER/VARD//VO, CA. 924/5 �7.� 383-/g3¢. . . TRACT ' g441 TRACT 'A I G O 9 B. GENERAL TELEPHONE (800) 422-4132 tiiAx. '51 g', B� 8' � 8• 8' 8• a' APPF�1/ED BY GATE -Z 0,14 -016 0.08 0.0a' x6'0.14' S/o�E )9NERARED 506 BAsY43 OIC' BEAR/NGS BENC""ARK CITY ENGINEER_ RCE 2388�J /4.�. O;,?. FOR UNDERGROUND SERVICE G17ivST,�c.OAYErNFNT ot�� 1.4 sp =D THE BEAR/NG G,' /V.Gb'28' 57",E FOR C•B.M. 459 Gb/VCRETE /VA/L //V DESIGN C � , RFI�'OMMENDED K/nys/ea CoInImIlvt/es 77-/E CE/VTERL//VE CIF' ARCH/BA4D BROKEN ENO C� RUBBLE WALL C. SOUTHERN CALIFORNIA GAS COMPANY (714) 529-2889 saket �3ob5• �;�C,jin9• TYPIOA L. eSECT/ON AVENUE AS YI-IOWIV ON TRACT 9440 /vE CORNER BANYAN AND 2191 E. BIRCH STREET (714) 529-7070 - Planning.Engineering s$wveying�° =T� - 27/la OCF�N �.4.PK BClvO. S'TE. /DOS M. B. /44 3/-33 WAS USED A3 T//E ALTO" BALD. BREA, CA 29621 p SNEI=T WIL gSON AVENUE T./• -(5 6.4NTA MON/C.4 , C.4 90-aDs BASS/S OF BEAR/NGS FGY2 Tf/ESE oLA/ ELE!/. /638. 7/2 �wN SSOC1ate� (7141754 1011 9 v Inc. OF Sr,4. /O 75. 777 11-A38 D. 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