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GENERAL NOTES: 1 . ALL WORK SHALL BE DONE Ill ACCORDANCE WITH THESE PLANS, THE CITY OF Proposed Foothill Freeway RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION. CONTRACTOR SHALL BE FAMILIAR WITH 3. AND SHALL BE RESPONSIBLE FOR ADHERANCE TO THESE STANDARDS AND SPECIFICA- 18 TRA _ «• . TIONS. Highland Avenue C 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 IMPROVE- IN MPROVE- I N THE CITY OF RANCHO CUCAMONGA RELOCATED OR PROTECTED IN 30 e MENT WORK IS TO DONE SHALL BE REMOVED, w C < PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. c ; w 3. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF W W MID PONT f RETURN RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. IMAs. j� 4. THE STRUCTURAL SECTIONS SHOWN ARE MINIMUM. AT THE COMPLETION OF ROUGH VYLiP GRADING, SOILS TESTS, INCLUDING "R" VALUES, SHALL BE - TAKEN AND A Base_ Line �s SEE SHEET l FOR STORM ORA MATERIAL REPORT SHALL BE PREPARED BY A QUALIFIED SOILS ENGINEER. THE �' �•� s �'�' __ _ pN� REPORT SHALL CONTAIN A PROPOSED STRUCTURAL SECTION AND SHALL BE SUBMIT- R TED TO THE CITY ENGINEER FOR HIS REVIEW AND EVALUATION. APPROVAL WILL BE GIVEN WHEN ALL STRUCTURAL SECTION REQUIREMENTS HAVE BEEN MET. 0 3S. $ �•`� 3S' _ VICTORIA PARK 5.5. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, Project t OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. ?s 23 6. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ;� +� ?s �S Ce ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE ee ? •6 -- SEE SHE'E'N CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS Et s a �' N I I +�_ r 22 24 SHALL BE SUBMITTED TO THE CITY ENGINEER, FOR APPROVAL PRIOR TO THE +oto a J Z 10 11 N PLACEMENT OF BASE MATERIALS AND/OR SURFACING. ,�� VARIES 0� 21 I� 7. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO 12 9 25 THE CITY ENGINEER, LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO 2 20 7 VERIFY: Foothill Boulevard 1 313 8 26 (A) R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. (B) STABILITY, OIL CONTENT AND SIEVE ANALYSIS OF ASPHALT SURFACING. 4 T 14 19 F- N 2T 8. WHEN ASPHALT CONCRETE IS PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY VICINITY MAP 5• a-5-, s• la W MATERIAL, THE SUB GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH J PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE 0.5 6 tl► 1S Q FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE Not to Scale •• •• 0 17 > J MATERIAL. TYPICAL HANDICAP RAMP TYPICAL HANDICAP RAMP 5 ? 16 9. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSI- 4V W INTERSECTING 46' RI�W 46' INTERSECTI NG 60' RLW 43 sti EET BILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING 'l� "/" app�GON S�TR Np.2 CONSTRUCTION. UPON REQUEST, THE REQUIRED PLAN REVISIONS SHALL BE PROMPT- 42 SEE SNEER � LY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 10. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD-FREE, 41 40 31 30 29 0 ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON 33 32 aD REQUEST OF THE INSPECTOR. CONSTRUCTION NOTES STORM DRAiN QUANTITIES 38 37 36 35 D 11 . THE RESPONSIBILITY OF ADJUSTING MANHOLE OR VALVE COVERS, PAVING REPAIR 10--CONSTRUCT A.C.OVER A.B. PAVEMENT. 1IS,348 S.F. ®--CONSTRUCT CATCH BASIN NO.IPE�t CITY OF RANCHO AND PAVING REPLACEMENT IN CONNECTION WITH SEWER AND WATER, GAS, PHONE, CUCAMONGA STD. 602. Cw = 4'7 T EA• 2o-CONSTRUCT A.C. A.B. PAVEMENT. 'Z3,326 S.F. ELECTRIC OR OTHER UTILITY LINE INSTALLATIONS WILL BE THE RESPONSIBILITY 3o--CONSTRUCT 6"CURB Wf2lI"GUTT1rR PER CITY OF RANCHO CUCAMONGA STD. 303 . S,935 L.F. 3i CONSTRUCT 18" R.C.P. (1250-D) 192 L.F. 44 45 t3� 58 OF THE OWNER, AND SHALL 8E ACCOMPLISHED IN COMPLIANCE WITH APPURTENANT 4 CONSTRUCT 6"CURB ONLY PER CITY OF RANCHO CUCAMONGA STD. 301 . 357 LF. �-REMO'VE EXIST. CATH BASIN. ( EA. 47 Q r 57 sg � W ORDINANCES AND STANDARDS. �-REMOVE EXIST. 30"RC.P. 9 L.F. 4S 49 50 51 52 W S3 54 55 56 Z 12. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF 5�-CONST RUCT 6' WiDE CONC. CROS GUTTER PER CITY OF RANCHO CUCAMONGA STD. 308. 3,644 S.F. W Q WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING 6&-CONSTRUCT ROLLED CURB PER DETAIL SHEET NO. I . 21181 L.F. (9.-REMOVE EXIST. IKL.ET. I EA. S � FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS WHETHER -1 CONSTRUCT 4' WIDE SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. 310 t 31 1 . 20, 156 ST __ -CONS-T. TYPE 'B' MANHOLE PER STD. SI 1. 2 EA. fA Q OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 8 COi�1STRUCT G WIDE SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. 310 # 31 1 . 13,290 S.F. -INSTALL 24" R.C.P. ( 1500-D) SSG L.F. _ ZN 13. SHADING ON STREET PLANS INDICATE A.C. PAVEMENT, DETERMINED BY STRUCTURAL �-CONSTRUCT SIDEWALK ACCESS RAMP PER CiTY OF RANCHO CUCAMONGA STD. 310. 22 EA. 1 --INSTALL 2111R.C.P. (1500- D) 51 L.F LILY COURT SECTION, BE INSTALLED. i70 L.F INSTALL 03NC. COLLAR 1 EA. SEE SMEET NO. 4 14. ALL REQUIRED STAKES SHALL BE SET BY THE PRIVATE ENGINEER. 10 CONSTRUCT 6" TO 8" CURB ONLY TRANSITION . 60 , 11 CONSTRUCT G" CZNC. DRIVEWAY APPROACH ( 12' WIDE) PER CITY OF RANCHO CUCAMONGA STD. 305.- 1,512 S.F. �-INSTALL 24"C.M.P. 5p L.F. 11T 1 I 1 65 15. ALL CURB AND GUTTER, WHERE GRADE IS LESS THAN 0.40 PERCENT, SHALL BE CONSTRUCT 6" CONC. DRIVEWAY APPROACH C 1Co' WIDE) PER CITY OF RANCHO CUCAMONGA STD. 30S._ 4, 104 ST §-CONST. C.M.P. RISER PER DETAIL; SHEET -1. 1 EA. 116 115 114 61 �� STAKED WITH 3' OFFSETS AT 12.5' INTERVALS. PLACE 3/4" DOWEL PINS AT ALL CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONOA STD. 518. 2 EA 41 CONST. GUN ITE SPILLWAY PER DETAiL,SNEETZ. 290 $�f 113 112 110 66 64 � 0 EXPANSION JOINTS. 14 INSTALL STREET NAME SIGN PER CITY OF RANCHO CUCAMONGA STD. 40% .4 402. 9 EA. ®--INSTALL RIP-RAP (NO.'Z BACKING) PER STD. SI?._ 160 ST I 1 O .p 16. SUB-GRADE STAKES, DRIVEN TO THE PAVEMENT SUB-GRADE ELEVATION, SHALL BE 109 O 61 SET BY THE CONTRACTOR OR ENGINEER. THE STAKES SHALL BE SET AT ALL HINGE INSTALL STOP SIGN PER CITY OF RANCHO CUCAMONGA. STD. 401 4 402. 2 EA. 0 POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION 16 INSTALL STREET LIGHTS. 30 EA. 76 TT AND AT NOT MORE THAN 50' INTERVALS. ADDITIONAL STAKES MAY BE NEEDED AT 11 T REMOVE 8" CURB * GUTER .4 I' (ONE FOOT)OF EXISTING AC.(SAW CUT ). 228 LA ' t LOCA-M EXISTING STREET LIGHT I EA. 100 108 ip 68 jS WARPED OR VERTICAL CURVE AREAS, SUB-GRADE STAKES SHALL BE IN PLACE PRIOR 18 REMOVE PAVEMENT. 580 S.F. - Z -GONS'TRUCT UNDERWALK AREA DRAiN 101 107 1P 14 TO PAVING TO PERMIT SPOT CHECKING OF SUB GRADE BY INSPECTION PERSONNEL. 11 EA. '" PEV4S`TR AIL SHEET I . 102 103 0 Q 69 j3 17. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB GRADE, A SOILS STERILANT �-ADJUST MANHOLE TO GRADE . T EA. 104 72 REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE ®--ADJUST WATER VALVE COVER TO GRADE . 13 EA. 106 TO UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL Y 1 CONSTRUCT UNDER SIDEWALK DRAiN PER CITOF RANCHO CUCAMONGA STD. 5CST. 2 EA. ry PAVEMENT WIDTH PRIOR TO PAVING. STREET TREES (SEE LANDSCAPE PLAN). 299 EA. 105 ` T1 .10% 78 18. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVE- --OONSTRUCTDETAIL , S Blq v� NIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION MAILBOX SIDEWALK FLARE PER HEREON. PCC.EQUESTRIAN RAILINGE>: ZING -� GO 19 OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK 2 INSTALL W-21 R WARNING SIGN- ��. 1 EA. moo. PER STD. DWG. NO. 1010 PREFERRED LOCATION AT R. 97 STAR .. 00 REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE MUST BE CLEAR OF CLOSEST 96 SHED NO.'S al OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. S' 36' S' PARIES 2 VARIES 22' VARIES DRIVEWAY, FIRE HYD. 4 STREET 95 19. CITY APPROVAL DOES NOT INCLUDE WATER OR SEWER SYSTEM AND ESTIMATE OF O. 4' 10:71 5.35 S.35: lo:l' 4' r V4' 14' B' LIGHT BY 5.5' 94 93 a3 82 QUANTITIES. 191KE PATH � ' 2 BIKE PAiN O. O' 92 85 84 20. STREET MARKERS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS.401 AND 402 ' VARIES 10015' � 91 90 � o.► O ff, o.ls' 0.20' O2� R rN I 0.1M; .8"X IJ" P.C.C.MOW SHALL BE CONSTRUCTED AT EACH INTERSECTION. LEVEL JC FT. LIN I5%- W.. FT. I LEVEL L**--,. - � � ROWN LEVEL LiM STRIP PER LAND- SCAPE -� 1 S•/. .c SUGAR GUM SSR _- - - - 3• 4' 3' � T. 1 . = 5.0 R-VALUE- .7 ,Z, ,Z, 3.5' WIDE PUBLIC UTILITY, G 7 3 I 3 •7 8 G 2 6G 2 6 SIDEWALK * TREE MAIN- CIVIL ENGINEERS NOTE TO CONTRACTOR: R-VALUE = rzo COMPACTED NATIVE 501E TENANCE EASEMENT. TYPICAL SECTION VICTORIA PARK LANE EQUESTRIAN TRAIL _ -- �� DG ORFWJW CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, _ _ BASSWOOD PLACE HOME* FOR EXACT LOCATION OF SIDEWALKS, MOW NUMBER OF MAILSOIKES i INDEX MAP INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL VIOLET COURT STRIPS 4 WIDTHS OF EQUESTRIAN TRAILS 2 X =22" APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE RfWa6' WITHIN PARKWAY, SEE LANDSCAPE PLANS. 3 X - 16° pix v x I - CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER 5' 3�' 5' 4 X =22" •••••••• INDICATES NUISANCE FLOWS ONLY HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE / DESIGN STORMS WILL FLAW THROUGH PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE ON 4' I0:T' lo:�' log' 4' ' o.s' t'-s•' SX = 31" - SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. (5.35') { GROW N -FACE OF CURB n I 0.38' VEL LINE 0.11' DRIVE 'X' I 4y / \ 23 CONST. NOTE T.I. = S.O \ ROAD BED W10714T 3 3 R- VALUE s I -7 ,y ' O/ TO THIS POINT 2 INDICATES NUMBER OF MAILBOXES (TPP.) TYPICAL SECTION = N/ \ SEE PLANS 1'-tI�L'• I• MAILBOX - SIDEWALK FLARE DETAIL 3 SNAPDRAGON S7REETt3- BLAZiNG STAR COURT" � R,• 4• / 6 \ N8-LIP LEGEND LI LY COURT •. r / \ G CONTACT THE FOLLOWING, AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION: 'PvC O o/ 6" OR 8" CURB & GUTTER 6" STANDARD OR ��.e , . ROLLED CURB �'/ q R 1 NOTE ; GENERAL TELEPHONE COMPANY: (800) 422-4132 Mi" ° °:' WEAKENED PLANE A.C. PAVING OVER A.B. SouthLocust DESCRIPTION OF REVISION DATE CITY PLANE JOINTS C P.O. Box 2920 APP D. oft MAX. 10' C-C. + STREET NAME SIGN LOCATION Pomona, CA 91766 PREPARED FOR . l�BEICE 000 c. / 2-6'�2" --- STORM DRAIN LINE (SEE STORM DRAIN SOUTHERN CALIFORNIA GAS COMPANY: (714) 529-2889 CITY OF RANCHO CUCAMONGA or F�e�o> '�.Q�� ROLLED CURB DETAIL PLANS FOR CONSTRUCTION DETAILS) 2191 East Birch Street (714) 529-2070 STREET IMPROVEMENT PLANS N. D.S. - 13 AREA DRAiN 26 6 ��7 CROSS GUTTER Brea, CA 92621 CUCAMONGA CO. WATER DISTRICT: (714) 987-2591 WILLIAM TRACT BOUNDARY, SUBDIVISION BOUNDARY San Bernardino Road TITLE SHEET LYONRancho Cucamonga, CA 91730 ALL STREET LIGI-ITS * FiRE HYDRANTS STREET LIGHT 8540 ARCHIBALD AVENUE 4"BE INSTALLED BEHIND SIDEWALK q" PCC SIDEWALK ENGINEER'S NOTICE TO CONTRACTORS: TRACT NO. 12833 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES APPROVED BY , DATE SUITE B BARRICADE SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED IN THE FIELD BY THE CITY ENGINEER R.C.E. N0.23889 RANCHO CUCAMONGA, CA. 91730 TEMPORARY PAVEMENT AT END OF STREET CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR RCOIANWNDED -` GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE DESIGN PREPARED UNDER THE 1bSz (714) 980-2244 PEDESTRIAN RAMP PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES JRC SUPERVISION OF : -`�- LOCAL DEPRESSION AT CATCH BASIN NOT OF RECORD OR NOT SHOWN ON THESE PLANS. DRAWN SHEET CHARCHOLHARTMAN & ASSOC. BENCH MARK: 137 ELEV. 1319.531 SOUTHERN CALIFORNIA EDISON COMPANY: (714) 986-5861 MDS Ar jQ OF 7 PLANNING • ENGINEERING • SURVEYING R.R. SPIKE IN SOUTH SIDE OF P.P. NO. ,O� FIRE HYDRANT 1351 East Francis Street CHECKED DRAWING NO. 25201 PASEO DE ALICIA SUITE 100 1619753E ON NORTH SIDE OF BASELINE Onteri o, CA 91761 R.C.E. 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