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Home My WebLink About1102 BENCH MARK B.M. 163 B ELEV. 1297.297 24' EAST OF C ETIWANDA AVENUE AND 40' NORTH OF (Z. BASELINE, SET BRASS t . J GENERAL NOTES: BENCH DISC. IN TOP OF NE r, 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE.PLANS, THE CITY OF RANCHO END OF A 4'x2' CONCRETE Z3 CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS BOX CULVERT }' CONSTRUCTION - CURRENT EDITION. o -�• nom• 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER o.7 0 METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN HIGHLAND O ? Q PAINIT'STOP, 12 iNtD'E. AVENUE � � THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS STOP BAR ARROW'S. V W W Q TO BE DONE SHALL BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED a-u- Q AT NO COST TO THE CITY OF RANCHO CUCAMONGA. 22d ,A'3rti�.LT .f. tC N w 3. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING 1p _ T _ I DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF ' RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. �- lu 4. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MANS, �- �r �— �! �- J� �- �� - —� - _�_ J OR CROSSINGS SHALL BE COIySTRUCTED PRIOR TO PAVING. -1 S. COMPACTION TESTS OF EMBA ,IKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING AVE ORIGINAL GROUND•AND ALL �UB-GRADES SHALL BE PERFORMED AT NO COST TO THE .. CITY OF RANCHO CUCAMOr,,IGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS -`- - �' -"`` -`��" -" -� -77r- - _ SHALL BE SUBMITTED TO THE CITY ENGINEER, FOR APPROVAL PRIOR TO THE EDGE OF EXISTING A5PNALTIG 2I s� - TH D� CREEK PLACEMENT OF BASE MATERIALS AND/OR SURFACING. ING TO REMAIN IN PLACE. � _ - _ - - - - _ ---- OF ExlsTlr�G AsPNALT. CANNEL PROJECT 6. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER, LISING ALL TESTS OR DETERMINATIONS COMPLETED VERIFY: ST. (A) STABILITY, OIL CONTENT AND GRADATION OF ASPHALT SURFACING. 7. WHEN IMPROVEMENTS; ARE TO BE PLACED ON NATIVE SOILS WHICH CONSISTS OF A , ,�.. ,..: >. s --- -- - -- ROCKY MATERIAL, THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED - - -� --~ - �•''' r--.- STOP s, r - - - - - -- 5M PACIFIC- R/R a WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE SOIL. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBLITY �� (� 1O '�• 6 y FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. /3\ 54 L� Ate: UPON REQUEST, HE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED FUTURE V �=�► A TO THE CITY ENGINEER FOR APPROVAL. SIDEWALK t FUTURt: GI�R64GUTTER !. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, IiAZARO FREE, ' 9 ( I ' I ( 7 3 8` r ORDERLY STATE THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON 90 TRANSITION N 100 RIGHT TURN LANE � 1 I Io' 10 ( 100 !STAKING �--•� I U DI5TAµCE z - N REQUEST OF THE INSPECTOR. 1i #1 91 N VICINITY MAP 10. THE RESPONSIBILITY OF ADJUSTING MANHOLE OR VALVE COVERS, PAVING REPAIR 33o' "TR^v4srri0N TO EXt5T1NG J t AND PAVING REPLACEMENT IN CONNECTION WITH SEWER AND WATER, GAS, PHONE, 8'rR1PrkG FAIRMONT WAY j Z 0 d?NO SCALE ELECTRIC OR ANY OTHER UTILITY LINE INSTALLATIONS WILL BE THE RESPOSNISLITY OF THE OWNER, AND SHALL BE ACCOMPLISHED IN COMPLIANCE WITH APPURTENANT :1,0 e3 �SPFt^L.r .��R ORDINANCES AND STANDARDS. (STN 61DES h41GML f t AVE.) 11. ANY CONTRACTOR PERFORMING WORK ON HIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLEY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 12. SHADING ON STREET PLANS INDICATES A.C. PAVEMENT, DETERMINED BY STRUCTURAL SECTION TO BE INSTALLED. 13. ALL REQUIRED STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. . SUB-GRADE STAKES, DRIVEN TO NOTE: 14 SET BY HE CONTRACTOR OR ENG NEER v THE STAKES HALL BE SET PAMENT SUB-GRADEELEVATI AT, ALL HINSHALL GE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATIONS Il CONTRAlcim 5$4ALL REMOVIE ALL "STING AND NOT MORE THAN 50' INTERVALS. ADDITIONAL STAKES MAY BE REQUIRED BY CITY CONFLICTING. STRIPiMG WITI-414 LIMI75 OF ENGINEER AS NEEDED AT WARPED OR VERTICAL AREAS. CONSTRUCTION. 1S. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT 4, ALL EXISTING 5IGN5 IF REMOVED OR REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY DAMAGED MUST 5E 4EPLACED IW KINO APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT 6Y 744E COt4TRAGT0R AT NO C-05T TO CALTRAVIS WIDTH PRIOR TO PAVING. 31 ALL CONSTRucmow 5v4AL.L. bE. AT NO COST To 16. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR HE CONVENIENCE TIAE STATE. OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH 15 NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 17. CONTACT ALL UTILITY COMPANIES AS REQUIRED 48 HOURS PRIOR TO EXCAVATION. 18. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER, LISTING ALL TESTS OR DETERMINATION COMPLETED TO VERIFY: SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. NORTH � �r5� 9,/w I(e-�' v�•R«6 IG'- 3Z'V�*Ft�EB EXIST. CRoSSFALL VARIES E1157. CROSSFALL VARIES 4 1 FROM 1.3 %TO 3.0 % � FROM 3.9% To 6.1 % _ CONSTRUCTION NOTES: r!'t1tffY CONTACT_ EXISTING IGS EX15TiNG O-w 5 ® REMOVE DOUBLE YELLOW LW4F- FROM STA.15*W.i.'J TO STA.Z6+91.G't CONTACT THEEXCFOL IOPI�. AS �. #0 HO URS PAVEMENT. PAVEMENT. PAINT DOUISLE YELLOW LINE GENERAL TELEPHONE COMPANY: (WWI 422-4132 CITY 0'- 4' VARES APPROVED IM 2110 SOUTH LOCUST, DESCRIPTION OF REVISION GATE ® PAINT b WHITE LANE LINE P.O. BOX 2920 HIGHLAND AVENUE ® P&IMT 4" WMiTE EDGE LNVE POMONA. CALIFORNIA 911M CITY OF RANCHO CUCAMONGA ® CONSTRUCT AG PAVING OWL-4. CALIFORMA OAS CO: (71111529-21770 2191 EAST BIRCH STREET X141 529-2Mg INTERIM HIGHLAND AVENUE AND TYPICAL SECTION mlw w>•trm ARROW BREA. CALIFORNIA 92621 NOT TO SC.A1_E . W45-TALL 'STOP SIGN. (CALTRA4R15 R I) CUCAMONGA MATER OtST171CT: (7141 91 7-2301 " 9641 SAN BERNARDINO ROAD FAIRMONT DRIVE, ACCESS ® PAINT 4 WI.111TE LANE LINE RANCHO CUCAMONGA. CALIFORNIA •1730 ® PAINT 4' `{ELLOW LIRE941-IFUS!o RESTRIPING AND PAVEMENT PLAN E 14r ,y APPROVED BY: DATE: / ® INSTAL IC16MT LANtE MUST TURN RIGHT cS�6tV �t�1LTR,�N3 RI$� h l m CITY ENGINEER RC.E. NO. �z Cr; Exµ DESIGN RECOMMENDED iR DEE hfORSE COME&7'ING GROUP `�� ►� � � �jE �F CAUF�A� DRAWN SHEET PLAN G LANDSCAPE ARCHITECT URE AK I OF 4860 IRVINE BOULEVARD,SUITE*201 CHECKED ' DRAWING NO. - IRVINE, CALIFORNIA 92720-1999 t R.C.E.fmcowm (714)730 71171102. �W DATE FILE NO i