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Home My WebLink About1187.. -. _. .:. ._.. <.. ._. .... ... :.... ...> .... _.... .. .... ._ - ...... ... __}. _... .. .. ... .. ._ ... .. .. .. ... _.. .. trvC/INttKING UtYAK 1 NItN 1 rKIUK 1U ANY tNGKUACHMLN 1 UK CUNSTKUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT OF WAY. S. ALL PAVINGADE STAKES STAKES SHALLALL BE SET BY BE SET AT ALLTHE HINGEOPON S, R OREDGE ENR. EE . M .. N EDGE O PAVE ENT POINTS WITHIN 0.01 FOOT OF SUB - GRADE ELEVATION AND AT NOT MORE THAN # x 50 FOOTNTERVALS ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY I a ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS A L S 1N I I L E ER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, t MAINS ORS N : CROS 1 GS SHALL BE CONSTRUCTED PRIOR TO PAVING. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, 2-1 f ZZ I r Z3 Z4 7. COMPACTING ORIGINAL GROUND AND ALL SUB -GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT SWITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER 0 j) Ol '�J'� Y �y r Y 0 CONTACT ALL UTILITY COMPANIES AS REQUIRED 48 HOURS PRIOR TO EXCAVATION FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR 4• 0, � •� c 1 ) K j SURFACING. �` x h 0 lA 4 '( l y ® �1 SOUTHERN CALIFORNIA GAS COMPANY METROPOLITAN WATER DISTRICT %A ) `�, •� 2191 E. BIRCH STREET P.O. BOX 54153 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED (� h BREA, CA 92621 LOS ANGELES, CA 90054 TO THE CITY ENGINEER, LISTING ALL TESTS OR DETERMINATIONS COMPLETED u U 0 VI l \ 3 1. PH. 714/529-2889 714/529-7070 PH. 714/593-7474 TO VERIFY STABILITY, OIL CONTENT AND GRADATION OF ASPHALT PAVING. ? O n l `�!Q O `� �` 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE •� N SOUTHERN CALIFORNIA EDISON CO. GENERAL TELEPHONE CO. OF CALIF. VI 0 ) �1 t x 1351 FRANCIS STREET PH. 800/422-4132 SUBMITTED TO THE CITY ENGINEER, LISTING ALL TESTS OR DETERMINATIONS �' �n i % •} f' QQ Q i Q i '4'0 ONTARIO, CA 91761 COMPLETED TO VERIFY: .4-vu/vG SIEVE ANALYSIS AND SAND EQUIVALENT �� 1, PH. 714/986-5861 PACIFIC TELEPHONE COMPANY OF AGGREGATE BASE. CUCAMONGA COUNTY (NATER DISTRICT PH. 714/999-5639 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R -VALUE AND PAVEMENT 8 N N •� Q C %41 SAN BERNARDINO ROAD TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS (PRIOR TO FINAL PLAN RANCHO CUCAMONGA, CA 91730 APPROVAL) PH. 714/987-2591 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, THE SUB -GRADE SHALL BE PREPARED BY REMOVING ALL i;AA 0 ROCKS WHICH PROTRUDE ABOVE THE SUB -GRADE AND ALL VOIDS OR DEPRES- ¢ SIGNS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER Q 5`N I n THAN THE NATIVE MATERIAL. 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB -GRADE, A SOIL STERILANT G• �r�,3•�ir,9 cora curb � �a �Exid•�ir,� ce�-,c X �" V. ccirb V• Q i 4�_ e. x� a G4�I,r° L p N 24 L-Tf)b tlk 1 14 um mliI V -1Z• /G"e e %oee-- ,G 7 f_s Pcr- 4",_ EsciJ�ir+� �C.f.. at�rb JI 7 aw am Ilk '� ��• `• � of II U7 , 0 • ry o ; r. r. _ � c -sem Com- v� . /009, YPICAL SECTION - ETIWANDA AVENUE RIVERS'DE BLUEPR NT - RIVERSIDE. CALIF >• i3 t!! .9 0 CONSTRUCTION NOTES \f —CONSTRUCT CURB & GUTTER (8" C.F. W/24" GUTTER) PER CITY STD NO. 303 2�-CONSTRUCT DRIVE APPROACH PER CITY STD. NO. 305 (W=20', X=31 3�--CONSTRUCT SIDEWALK PER CITY $TD. NO. 304 (4' WIDE CURVILINEAR) (i)—CONSTRUCT A.C. BERM PER CITY STD. NO. 313 &__ CONSTRUCT PAVEMENT TRANSITION PFR rITY STr). NO. 406 6O ---CONSTRUCT 0.34' A.C. PAVEMENT OVER 0.72' BASE (R=53 PER DRWG. NO. 1099) a—CONSTRUCT VARIABLE THICKNESS A.C. PAVEMENT 8a--2 is s1lc+/! >t d4. �i".s<a Aaeale►!C &� R ✓. G. 1r�. r. �e.�� Y`htoci7h a�.rb. 9a—COLD PLANE EXISTING A.C. PAVEMENT A MIN. OF 0.1' TO CREATE A BUTT JOINT AT MATCH POINTS ESTIMATE OF QUANTITIES 8" P.C.C. CURB 6 GUTTER P.C.C. DRIVE APPROACH P.C.C. SIDEWALK A.C. BERM 0.34' A.C. PAVEMENT 0.72' CLASS II AGREGATE BASE VARIABLE THICKNESS A.C. OVERLAY STREET LIGHT TYPE "L" MARKERS W-81 SIGN REMOVE P.C.C. CURB REMOVE BUSHES RELOCATE POLE REMOVE WATER METER REMOVE WATER VALVE 100 L.F. 207 S. F. 400 S. F. 95 L. F. 1700 S. F. 1700 S. F. 4000 S. F. 7e t=r 1 EA. 4 EA. 1 EA. 183 L. F. 3 EA. 1 EA. 1 EA. 1 EA.- NOTE: A: NOTE: THESE QUANTITIES ARE FOR THE SOLE USE OF THE CITY OF RANCHO CUCAMONGA FOR DETERMINING PERMIT FEES AND PLAN CHECK FEES ONLY. THE CONTRACTOR SHALL BE RE- SPONSIBLE FOR DETERMINING HIS OWN QUANTITIES. REGISTERED BY THE E.P.A. 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. 13. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPON- SIBILITY FOR THE CORRECTION OF ERROR OR OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 14. 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 INSPECTOR. 15. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUB- MITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. UNAUTHORIZED CHANGES & USES: The engineer preparing Cdifomio Cou xi these plans will not be responsible for, or liable for, unauthorized ofChiilEn inmu changes to or uses of these plans. All changes to the plans must be �Land Wi in writing and must be approved by the preparer of these plans. Construction contractor agrees that in accordance with generally accepted construction practices, construction contractor will be required to assume sole and complete responsibility for job site conditions during the course of construction of the project, including safetyof all persons CoM mio CoLnd and property. that this requirement shall be made to apply continuously and not be limited to normal working hours, and construction contractor further agrees to defend, indemnify and hold &CMEngineerl design professional harmless from any and all liabilit.•, real or alleged, in connection with the 8eklndSUrVewr! performance of work on this project, excepting liabilit.• arising from the sole negligence of design professional. r CITY OF RANCHO CUCAMONGA PLAN AND PROFILE ; FROM t OF ARROW ROUTE DEVELOPMENT REVIEW NO. 87-18 .. -. _. .:. ._.. <.. ._. .... ... :.... ...> .... _.... .. .... ._ - ...... ... __}. _... .. .. ... .. ._ ... .. .. .. ... _.. .. trvC/INttKING UtYAK 1 NItN 1 rKIUK 1U ANY tNGKUACHMLN 1 UK CUNSTKUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT OF WAY. S. ALL PAVINGADE STAKES STAKES SHALLALL BE SET BY BE SET AT ALLTHE HINGEOPON S, R OREDGE ENR. EE . M .. N EDGE O PAVE ENT POINTS WITHIN 0.01 FOOT OF SUB - GRADE ELEVATION AND AT NOT MORE THAN # x 50 FOOTNTERVALS ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY I a ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS A L S 1N I I L E ER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, t MAINS ORS N : CROS 1 GS SHALL BE CONSTRUCTED PRIOR TO PAVING. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, 2-1 f ZZ I r Z3 Z4 7. COMPACTING ORIGINAL GROUND AND ALL SUB -GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT SWITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER 0 j) Ol '�J'� Y �y r Y 0 CONTACT ALL UTILITY COMPANIES AS REQUIRED 48 HOURS PRIOR TO EXCAVATION FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR 4• 0, � •� c 1 ) K j SURFACING. �` x h 0 lA 4 '( l y ® �1 SOUTHERN CALIFORNIA GAS COMPANY METROPOLITAN WATER DISTRICT %A ) `�, •� 2191 E. BIRCH STREET P.O. BOX 54153 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED (� h BREA, CA 92621 LOS ANGELES, CA 90054 TO THE CITY ENGINEER, LISTING ALL TESTS OR DETERMINATIONS COMPLETED u U 0 VI l \ 3 1. PH. 714/529-2889 714/529-7070 PH. 714/593-7474 TO VERIFY STABILITY, OIL CONTENT AND GRADATION OF ASPHALT PAVING. ? O n l `�!Q O `� �` 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE •� N SOUTHERN CALIFORNIA EDISON CO. GENERAL TELEPHONE CO. OF CALIF. VI 0 ) �1 t x 1351 FRANCIS STREET PH. 800/422-4132 SUBMITTED TO THE CITY ENGINEER, LISTING ALL TESTS OR DETERMINATIONS �' �n i % •} f' QQ Q i Q i '4'0 ONTARIO, CA 91761 COMPLETED TO VERIFY: .4-vu/vG SIEVE ANALYSIS AND SAND EQUIVALENT �� 1, PH. 714/986-5861 PACIFIC TELEPHONE COMPANY OF AGGREGATE BASE. CUCAMONGA COUNTY (NATER DISTRICT PH. 714/999-5639 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R -VALUE AND PAVEMENT 8 N N •� Q C %41 SAN BERNARDINO ROAD TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS (PRIOR TO FINAL PLAN RANCHO CUCAMONGA, CA 91730 APPROVAL) PH. 714/987-2591 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, THE SUB -GRADE SHALL BE PREPARED BY REMOVING ALL i;AA 0 ROCKS WHICH PROTRUDE ABOVE THE SUB -GRADE AND ALL VOIDS OR DEPRES- ¢ SIGNS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER Q 5`N I n THAN THE NATIVE MATERIAL. 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB -GRADE, A SOIL STERILANT G• �r�,3•�ir,9 cora curb � �a �Exid•�ir,� ce�-,c X �" V. ccirb V• Q i 4�_ e. x� a G4�I,r° L p N 24 L-Tf)b tlk 1 14 um mliI V -1Z• /G"e e %oee-- ,G 7 f_s Pcr- 4",_ EsciJ�ir+� �C.f.. at�rb JI 7 aw am Ilk '� ��• `• � of II U7 , 0 • ry o ; r. r. _ � c -sem Com- v� . /009, YPICAL SECTION - ETIWANDA AVENUE RIVERS'DE BLUEPR NT - RIVERSIDE. CALIF >• i3 t!! .9 0 CONSTRUCTION NOTES \f —CONSTRUCT CURB & GUTTER (8" C.F. W/24" GUTTER) PER CITY STD NO. 303 2�-CONSTRUCT DRIVE APPROACH PER CITY STD. NO. 305 (W=20', X=31 3�--CONSTRUCT SIDEWALK PER CITY $TD. NO. 304 (4' WIDE CURVILINEAR) (i)—CONSTRUCT A.C. BERM PER CITY STD. NO. 313 &__ CONSTRUCT PAVEMENT TRANSITION PFR rITY STr). NO. 406 6O ---CONSTRUCT 0.34' A.C. PAVEMENT OVER 0.72' BASE (R=53 PER DRWG. NO. 1099) a—CONSTRUCT VARIABLE THICKNESS A.C. PAVEMENT 8a--2 is s1lc+/! >t d4. �i".s<a Aaeale►!C &� R ✓. G. 1r�. r. �e.�� Y`htoci7h a�.rb. 9a—COLD PLANE EXISTING A.C. PAVEMENT A MIN. OF 0.1' TO CREATE A BUTT JOINT AT MATCH POINTS ESTIMATE OF QUANTITIES 8" P.C.C. CURB 6 GUTTER P.C.C. DRIVE APPROACH P.C.C. SIDEWALK A.C. BERM 0.34' A.C. PAVEMENT 0.72' CLASS II AGREGATE BASE VARIABLE THICKNESS A.C. OVERLAY STREET LIGHT TYPE "L" MARKERS W-81 SIGN REMOVE P.C.C. CURB REMOVE BUSHES RELOCATE POLE REMOVE WATER METER REMOVE WATER VALVE 100 L.F. 207 S. F. 400 S. F. 95 L. F. 1700 S. F. 1700 S. F. 4000 S. F. 7e t=r 1 EA. 4 EA. 1 EA. 183 L. F. 3 EA. 1 EA. 1 EA. 1 EA.- NOTE: A: NOTE: THESE QUANTITIES ARE FOR THE SOLE USE OF THE CITY OF RANCHO CUCAMONGA FOR DETERMINING PERMIT FEES AND PLAN CHECK FEES ONLY. THE CONTRACTOR SHALL BE RE- SPONSIBLE FOR DETERMINING HIS OWN QUANTITIES. REGISTERED BY THE E.P.A. 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. 13. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPON- SIBILITY FOR THE CORRECTION OF ERROR OR OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 14. 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 INSPECTOR. 15. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUB- MITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. UNAUTHORIZED CHANGES & USES: The engineer preparing Cdifomio Cou xi these plans will not be responsible for, or liable for, unauthorized ofChiilEn inmu changes to or uses of these plans. All changes to the plans must be �Land Wi in writing and must be approved by the preparer of these plans. Construction contractor agrees that in accordance with generally accepted construction practices, construction contractor will be required to assume sole and complete responsibility for job site conditions during the course of construction of the project, including safetyof all persons CoM mio CoLnd and property. that this requirement shall be made to apply continuously and not be limited to normal working hours, and construction contractor further agrees to defend, indemnify and hold &CMEngineerl design professional harmless from any and all liabilit.•, real or alleged, in connection with the 8eklndSUrVewr! performance of work on this project, excepting liabilit.• arising from the sole negligence of design professional. r CITY OF RANCHO CUCAMONGA PLAN AND PROFILE ETIWANDA AVENUE FROM APPROX. 1220 FT. TO 1320 FT. NORTH OF ARROW ROUTE DEVELOPMENT REVIEW NO. 87-18 APPROVED BY DATE CITY ENGINEER R.C.E. "'29397 DESIGN J. Ronald 4 hile . urtrrfc' 1 c: FyC/ RECQMMtNDED ,Q. AX. ]POST SURVEYING • ENGINEERING • PLAN OV! rl1{'y1LC� 1777 N ARROWHEAD AVENUE DRAWN OFFICE BOX 1187 . Z SH E E 1 M• G. SAN BERNARDINO, CALIFOR 40 PHONE 714/881-3377r 3 OF CHECKEDCh'c� DRAWING NO. .�/• c. (VATE _ 1.4.0e,, B 7 . FILE NO /,e 0 M