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HomeMy WebLinkAbout1982 BENCH MARK ASSUMED EL= 100.00 AT SEWER STREET IMPROVEMENT PLAN MANHOLE IN CENTERLINE OF ALTA BASELINE CUESTA DR P/L P/L 100 100 TA CUESTA — ---- — — P / ( XISTING) RBPBSEB CD J F � Fl Owl INE — �� u �s — — -- - - - - - - - — �J �q 99 - 99 Q J Q PROJECT SITE 98 98 KEY MAP NO SCALE D CD CD CD c ON O of m n `0 0� O GE ERAL NOTES �Q PROFILE 1 I HORIZONTAL SCALE 1'=5' 2�2 VERTICAL SCALE, 2'=1• 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARDS Imo. AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION-CURRENT EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR WIT AND SHALL BE RESPONSIBLE FOR ADHERENCE I TO THESE STANDARDS AND SPECIFICATIONS. ,. 102.468 AC I 2. ALL PIPLINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWERPOLES, WATER METERS, VALVES, FIRE 103.058 D/W 090 DGE OF PAVEMENT CONSTRUCTION NOTES HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT OF WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, REPLACED, RELOCATED, OR PROTECTED IN WEXISTINJ,' Q I Q CONSTRUCT CURB AND GUTTER PER CITY STD 104 PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. 6 GIN EXISTING CH125.6 AC CURB © CONSTRUCT DRIVEWAY APPROACH PER C1TY STD 101 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL inn 44 0 BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS 4 © REMOVE AND REPLACE 2 FEET OF AC PAVING BEYOND OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. DENSE VELI T AT ON . I 5r6lb CONSTRUCTION. 3" AC OVER 4" BASE. 4. A PIERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, ENGINEERING DEPARTMENT A 1.0% PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA EASEMENT OR 1#� 101,651 3 ( ® REMOVE EXISTING AC CURB RIGHT-OF-WAY. 1+10 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE SET AT ALL I HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB GRADE ELEVATION AND AT NOT MORE THAN h0�` A- 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED �p D I z� CENTERLINE OR VERTICAL CURVE AREAS. It 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE, OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS SHALL BE —4120�O OF STREET CONSTRUCTED PRIOR TO PAVING. 3 CAR—GARAGE 7.00' .8 4 D N S, 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND AND ALL F F=1 O 2,6 O (7 I (,j SUBGRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH 2 24' 0 4' I' THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT I �/lt301 % ' OF BASE MATERIALS AND/OR SURFACING. 102.784 101.638 0 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER, LISTING 102.453 ,� D I SLOPE=t�4• Fool ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT �G tj °�• LEVEL LINE PAVING. 2 ��3 140 6� 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. °� LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFYi R-VALUE, SIEVE ANALYSIS, AND SAND EQUIVALENT OF AGGREGATE BASE. HOUSE 100.662 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE, AND PAVEMENT TESTS TAKEN TO DETERMINE FF=103,10 4• 101.746 CD 4 1 STRUCTURAL SECTIONS. PAD=102.6 0 REE 1 50 AGG BASE 3 AC PAVEMENT 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, THE 752 5 0 SUBGRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE TEH SUBGRADE AND ALL VOIDS ! ��' TYPICAL S TR : E T CROSS - SECTION OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE p Q MATERIAL. 2.917 0co NO S 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUBGRADE, A SOILS STERILANT REGISTERED BY THE EPA FOR 1IN SCALE 00.902 DGE PAVE NT USE UNDER AC AND PCC SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURE'S RECOMENDED RATE FOR THE FULL BEGIN STING 4 PAVEI�NT WIDTH PRIOR TO PAVING. CURB I 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVIENENCE OF THE DEVELOPER, 3 LEGEND DESCRIPTION OF REVISION � THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. jOf 101.758 GRAY L 1+70 - MIV �vn QUANTITIEANY ITEM S[IF REQUIRED BY BE CONSIDERED ASE PLANS INCLUDEDINCH THESNOT❑THERSITEMSICALLY OF WORKSTED IN THE ESTIMATE OF A eo,�.0 D/w 1 � 37,E� CITY ❑F RANCHO C U C A M Q N A 01o2.68e h I REMOVAL AREA _ G 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BE CONSTRUCTED AT EACH 1,0% I PLAN AND PROFILE INTER4ECTION. 101.385 9 ' 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF 0.11. 80 + T �' EXISTING IMPROVEMENTS STREET IMPROVEMENT PLAN ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL 6 118,74' I MATCH I ,�2$ FOR 7506 ALTA CUESTA DR BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. CONC �3 EXISTING ap PROPOSED IMPROVEMENTS 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, THROUGHOUT D/W �--EDG GOF PAVELNT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. ( Q 1 90 4 103.699102.794 APPROVED BY DATE 17. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. g9 C. CITY ENGINEER RCE NO 2495 I DESIGN RECOMMENDED I RW PLAN II 2100 CwL DRAWN SHEET 576 E. LAM ERT ROAD, BREA, CA 9 821 SCALE 1��10� II I `� RW TEL• (714) 671-1050 FAX: (714) 671-1090 OF 3 CHECKED DRAWING N0. '* RCE NM1982 DATE FILE NO.