The URL can be used to link to this page

Home My WebLink About1.1-6536 Ph1 & 2 Revisions (2)STANDARD NOTES (CONT.) 28. SUBGRADE PREPARATION: THE CONTRACTOR SHALL FINE GRADE AND COMPACT STREET SUBGRADE IN ACCORDANCE WITH THE CONTRACT PLANS, CITY REQUIREMENTS AND STANDARD SPECIFICATIONS. SUBGRADE SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. 29. INSTALL BLUE MARKERS IN THE STREET AT THE FIRE HYDRANTS PER THE FIRE DEPARTMENT REQUIREMENTS. 30. ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIR AND/OR UPGRADING AS PER CITY ENGINEER. 31. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL BE 4:1; EXCEPT FOR TWO FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 27o. ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. 32. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING 33. DUST CON11RQL CONTRACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL PLAN (DCP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES. FOR THE DURATION OF CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH THE PROVISIONS OF SAID PLAN. 34. STORM WATER POLLUTION PREVENTION CONTRACTOR SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES. FOR THE DURATION OF CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH THE PROVISIONS OF SAID PLAN. 35. CONSTRUCTION OPERATIONS SHALL BE ACTIVELY IN PROGRESS ONLY BETWEEN THE HOURS OF 8:30 A.M. - 4:00 P.M., MONDAY THROUGH FRIDAY, EXCEPT LEGAL HOLIDAYS. WHERE CONSTRUCTION OPERATIONS ARE ACTIVELY IN PROGRESS, A MINIMUM OF ONE TRAFFIC LANE, NOT LESS THAN TWELVE FEET IN WIDTH, SHALL BE OPEN FOR USE BY PUBLIC TRAFFIC. WHERE CONSTRUCTION OPERATIONS ARE NOT ACTIVELY IN PROGRESS, NOT LESS THAN TWO SUCH LANES SHALL BE OPEN FOR USE BY PUBLIC TRAFFIC. PUBLIC TRAFFIC MAY BE PERMITTED TO USE THE SHOULDERS AND, IF HALF -WIDTH CONSTRUCTION METHODS ARE USED, MAY ALSO BE PERMITTED TO USE THE SIDE OF THE ROADBED OPPOSITE TO THE ONE UNDER CONSTRUCTION. NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY SHAPING OF SHOULDERS NECESSARY FOR THE ACCOMMODATION OF PUBLIC TRAFFIC THEREON DURING PAVING OPERATIONS. IN ORDER TO EXPEDITE THE PASSAGE OF PUBLIC TRAFFIC THROUGH OR AROUND THE WORK AND WHERE ORDERED BY THE ENGINEER, THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, FURNISH, INSTALL, AND MAINTAIN CONSTRUCTION AREA SIGNS, LIGHTS, FLARES, TEMPORARY RAILING (TYPE K), BARRICADES, AND OTHER FACILITIES FOR THE SOLE CONVENIENCE AND DIRECTION OF PUBLIC TRAFFIC. ALSO, WHERE DIRECTED BY THE ENGINEER, THE CONTRACTOR SHALL FURNISH COMPETENT FLAGMEN WHOSE SOLE DUTIES SHALL CONSIST OF DIRECTING THE MOVEMENT OF PUBLIC TRAFFIC THROUGH OR AROUND THE WORK. 36. TRAFFIC STRIPES AND PAVEMENT MARKINGS TO BE REMOVED WILL BE AS SHOWN ON PLANS AND AS DESIGNATED BY THE ENGINEER. TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL BE REMOVED TO THE FULLEST EXTENT POSSIBLE FROM THE PAVEMENT BY ANY METHOD THAT DOES NOT MATERIALLY DAMAGE THE SURFACE OR TEXTURE OF THE PAVEMENT OR SURFACING. WHERE BLAST CLEANING IS USED FOR THE REMOVAL OF PAINTED TRAFFIC STRIPES AND PAVEMENT MARKINGS, THE AREA SHALL BE SHIELDED SO THAT NO MATERIAL FROM THE BLASTING OPERATION IS ALLOWED TO ENTER THE AREA THAT IS OPEN TO THE PUBLIC TRAFFIC. SAND OR OTHER MATERIAL DEPOSITED ON THE PAVEMENT AS A RESULT OF REMOVING TRAFFIC STRIPES AND MARKINGS SHALL BE REMOVED AS THE WORK PROGRESSES. ACCUMULATIONS OF SAND OR OTHER MATERIAL WHICH MIGHT INTERFERE WITH DRAINAGE OR MIGHT CONSTITUTE A HAZARD TO TRAFFIC WILL NOT BE PERMITTED. TRAFFIC STRIPES SHALL BE REMOVED BEFORE ANY CHANGE IS MADE IN THE TRAFFIC PATTERN. BLAST CLEANING FOR REMOVAL OF TRAFFIC STRIPES SHALL BE FEATHERED OUT TO IRREGULAR AND VARYING WIDTHS. PAVEMENT MARKINGS SHALL BE REMOVED BY BLAST CLEANING A RECTANGULAR AREA, RATHER THAN JUST LETTERING OR MARKINGS, SO THE OLD MESSAGE CANNOT BE IDENTIFIED. AFTER REMOVAL OF TRAFFIC STRIPES AND PAVEMENT MARKINGS, A FOG SEAL COAT SHALL BE APPLIED IN CONFORMANCE WITH THE PROVISIONS IN SECTION 37, BITUMINOUS SEALS", OF THE STANDARD SPECIFICATIONS AND THE FOLLOWING: IN TRAFFIC STRIPE REMOVAL AREAS, THE FOG SEAL COAT SHALL BE APPLIED OVER THE TRAFFIC STRIPE REMOVAL AREA AND TO IRREGULAR AND VARYING WIDTHS WITH AN AVERAGE WIDTH OF 2 FEET ON EACH SIDE OF THE BLAST CLEANED TRAFFIC STRIPE REMOVAL AREA. IN PAVEMENT MARKING REMOVAL AREAS, THE FOG SEAL COAT SHALL BE APPLIED TO THE BLAST CLEANED RECTANGULAR AREA. FULL COMPENSATION FOR FURNISHING AND APPLYING FOG SEAL AS SPECIFIED HEREIN SHALL BE CONSIDERED AS INCLUDED IN THE CONTRACT PRICE PAID PER SQUARE FOOT FOR REMOVAL OF TRAFFIC STRIPE AND PAVEMENT MARKING AND NO SEPARATE PAYMENT WILL BE MADE THEREFORE, NOTHING IN THESE SPECIAL PROVISIONS SHALL RELIEVE THE CONTRACTOR FROM HIS RESPONSIBILITIES AS PROVIDED IN SECTION 7-1.09, "PUBLIC SAFETY," OF THE STANDARD SPECIFICATIONS. TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC AND SHALL CONFORM TO SECTION 84-2, "THERMOPLASTIC TRAFFIC STRIPES AND PAVEMENT MARKINGS," OF THE STANDARD SPECIFICATIONS. PAVEMENT MARKERS SHALL CONFORM TO SECTION 85 "PAVEMENT MARKERS" OF THE STANDARD SPECIFICATIONS. IMMEDIATELY AFTER ANY CONSTRUCTION OPERATIONS WHERE TRAFFIC DELINEATION IS OBLITERATED OR WHEN DIRECTED BY THE ENGINEER, THE CONTRACTOR SHALL REPLACE ALL OBLITERATED PAVEMENT DELINEATION WITH TEMPORARY DELINEATION DURING THE SAME WORK PERIOD, AND IN NO CASE LATER THAN 7:30 A.M. FOLLOWING SUCH WORK PERIOD. TEMPORARY DEUNEA11ON CONSISTS OF REFLECTIVE TRAFFIC UNE TAPE APPLIED IN PIECES NOT LESS THAN 4 INCHES LONG NOR LESS THAN 4 INCHES WIDE, SPACED NO MORE THAN 20 FEET APART ON TANGENTS AND NO MORE THAN 10 FEET APART ON CURVES. APPLY REFLECTIVE TRAFFIC LINE TAPE IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. TEMPORARY DELINEATION MUST BE THE SAME COLOR AS THE PERMANENT DELINEATION. REMOVE TEMPORARY DEUNEA11ON APPLIED TO ASPHALT CONCRETE PATCHES IMMEDIATELY PRIOR TO APPLYING ASPHALTIC EMULSION TACKCOAT FOR ASPHALT CONCRETE OVERLAY. TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL CONFORM TO SECTION 84, "TRAFFIC STRIPES & PAVEMENT MARKINGS," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. TRAFFIC STRIPES AND PAVEMENT MARKINGS SHAD_ BE THERMOPLASTIC AND SHAD. CONFORM TO SEC11ON 84-2, "THERMOPLASTIC TRAFFIC STRIPES AND PAVEMENT MARKINGS". PAVEMENT MARKERS SHALL CONFORM TO SECTION 85 "PAVEMENT MARKERS," AND THESE SPECIAL PROVISIONS. PAVEMENT MARKERS SHALL BE PLACED WITH RAPID SET EPDXY PER SEC11ON 95-2.04 OF THE STANDARD SPECIFICATIONS. 37. ANY WORK CONNECTING TO EXISTING PUBLIC FACILITIES FROM PRIVATE PROPERTY WILL REQUIRE AN ENGINEER'S ESTIMATE FOR THE WORK IN THE EXISTING PUBLIC RIGHT-OF-WAY TO ESTABLISH THE NECESSARY DEPOSIT FOR A STREET PERMIT. (FOR TRACTS WITH PRIVATE STREETS, PARCEL MAP IMPROVEMENTS, OR PUBLIC TRACTS WITHOUT RECORDED MAPS) 38. BEARING SOL SHALL BE COMPACTED TO 95% OF MAXIMUM DRY DENSITY AS DETERMINED BY A.S.T.M. D-1557 TO A DEPTH OF 1.0' BELOW CROSS GUTTER AND 1.0' TO EACH SIDE OF THE CROSS GUTTER AND COMMERCIAL DRIVE APPROACHES PER C.O.B. STD. DET. ST -9. 39. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. 40. MEDIAN HARDSCAPE IMPROVEMENTS SHOWN HEREIN ARE FOR INFORMATIONAL PURPOSES ONLY. ACTUAL LAYOUT, COLOR, AND TEXTURE PATTERN SHALL BE APPROVED ON THE LANDSCAPE PLANS BY THE RECREATION & PARKS DEPARTMENT ASPHALT CONCRETE PAVING NOTES: 1. ASPHALT CONCRETE SHALL BE TYPE 'A' (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS AND TYPE B (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN SECTION 39, "ASPHALT CONCRETE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. 2. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE A (MODIFIED) OR TYPE B MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS. FOR 3/4" MAXIMUM, MEDIUM GRADING. 3. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. ASPHALT BINDER FOR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR "STEAM -REFINED PAVING ASPHALTS," IN SECTION 92-1.02, "GRADES," OF THE STANDARD SPECIFICATIONS. 4. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED BY THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE ENGINEER. 5. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE CITY ENGINEER'S REVIEW AND APPROVAL: A. A LIST OF AGGREGATE AND ASPHALT SOURCES. B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST RESULTS SHALL BE NO OLDER THAN ONE (1) YEAR. C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367. LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX DESIGN ALONG WITH THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS DETERMINED BY ASTM D2041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD. THE CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. 6. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING PAVEMENT SHALL BE SAW CUT IN A NEAT STRAIGHT UNE, EITHER PARALLEL OR PERPENDICULAR TO THE CENTERLINE OF THE STREET, AND AT A MINIMUM DISTANCE OF ONE (1) FOOT FROM THE EXISTING EDGE OF PAVEMENT. 7. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT CONCRETE. HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39-4.01, "SUBGRADE," OF THE STANDARD SPECIFICATIONS SHALL BE MET. 8. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE LIMITS OF CONSTRUCTION. 9. PAVING SEAMS SHALL BE LOCATED TO MATCH DESIGNED TRAFFIC LANE STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE CITY ENGINEER. 10. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE CITY ENGINEER. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES WHERE SHOWN ON THE PLANS AND AS DIRECTED BY THE CITY ENGINEER AND SHALL BE HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. 11. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES IS NOT GREATER THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 12. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SWILL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 13. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL DENSITY AS DETERMINED BY ASTM D-2041 IN-PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375. 14. IF THE IN-PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR BOTH, IF NEEDED, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATIONS SHALL. NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEETS THE IN-PLACE DENSITY REQUIREMENTS. 15. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS EITHER LESS THAN 9071, OR MORE THAN 967., THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT DOES MEET THE IN-PLACE DENSITY REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 16. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY BE SUBSTITUTED WITH PARAFFIN. C. IN CASE OF DISPUTE, METHOD B ABOVE SHALL BE USED. 17. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: A. ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES, B. REMOVAL AND REPLACEMENT, OR C. PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. 18. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES. ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE LONGITUDINAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE NEAREST LANE UNE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE APPEARANCE. ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF SECTION 42-2.02, "CONSTRUCTION" OF THE STANDARD SPECIFICATIONS. A FOG SEAL COAT SHALL. BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE DEVELOPER'S EXPENSE. THE FOG SEAL COAT SHALL BE EITHER REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE CITY ENGINEER. 19. ARTERIAL AND COLLECTOR STREET BASE MATERIAL SHAD. BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO SECTION 200-2.2 OF THE "GREENBOOK". BASE MATERIAL FOR LOCAL STREETS SHALL. BE CAB OR FINE GRADATION CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE "GREENBOOK' :.......WHICH ALLOWS UP TO 50% OF THE VOLUME TO BE RECLAIMED ASPHALT CONCRETE PORTLAND CEMENT CONCRETE, LEAN CONCRETE BASE, CEMENT TREATED BASE OR A COMBINATION OF THESE MATERIALS. OTHER RECYCLED BASES SHALL NOT BE ALLOWED. AGGREGATE BASE SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY. 20. IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL. THERON, THE GRADING PLANE SHALL CONFORM TO THE FOLLOWING: A. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACED ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. B. WHEN THE SUBBASE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE BASE) IS TO BE PLACED ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. TRENCHING NOTES: 1. THE EXCAVATION OF TRENCHES FOR PIPING LAID IN THE GROUND SHALL BE IN OPEN -CUT FROM THE SURFACE OF THE GROUND EXCEPT WHERE BORING IS REQUIRED. THE TRENCHES SHALL .BE OF WIDTH AS SHOWN ON STANDARD S-39 AND DETAILED SECTIONS ON THE PLANS FOR PROPER PIPE INSTALLATION. THE HOLES FOR BELLS AND FITTINGS SHALL BE EXCAVATED BY HAND, TO A WIDTH PROVIDING UNIFORM BEARING ALONG THE LENGTH OF THE PIPE. IT IS THE INTENTION OF THESE REQUIREMENTS TO PROVIDE FIRM, UNIFORM BEARING FOR THE PIPE. CONTRACTOR SHALL PROVIDE TRENCHING IN ACCORDANCE LITH THE DETAILED SECTIONS PROVIDED IN THE PLANS. SELECTION OF TRENCH TYPES WILL BE AS REQUIRED BY THE TYPES OF PIPE SELECTED FOR CONSTRUCTION. STORM DRAIN AND UTILITY CONDUIT INSTALLATIONS SHALL MEET CITY STANDARD S-39. TRENCH LINES SHALL MEET ALL FEDERAL AND STATE SAFETY REQUIREMENTS. 2. BRACING AND SHORING EXCAVATION SHALL BE SUPPORTED AS SET FORTH IN THE RULES, ORDERS, AND REGULATIONS OF THE STATE DIVISION OF INDUSTRIAL SAFETY. IF THE CONTRACTOR DESIRES TO DEVIATE FROM THE SAFETY ORDERS, HE SHALL SUBMIT DATA BY A REGISTERED CIVIL ENGINEER TO THE STATE DIVISION OF INDUSTRIAL SAFETY, JUSTIFYING THE ALTERNATE PROCEDURES TO BE USED. FAILURE TO COMPLY WITH ANY OF THESE RULES, ORDERS AND REGULATIONS SHALL BE SUFFICIENT CAUSE FOR THE STATE DIVISION TO IMMEDIATELY SUSPEND ALL WORK. COMPENSATION FOR LOSSES INCURRED BY THE CONTRACTOR BY SUCH AN EMERGENCY SUSPENSION SHALL NOT BE ALLOWED. DURING BACKFILLING, THE BOTTOM OF THE SHORING SHALL BE KEPT ABOVE THE LEVEL OF THE BACKFILL AT ALL TIMES. SECTION 6422 OF THE CALIFORNIA LABOR CODE REQUIRES THE CONTRACTOR TO SUBMIT TO THE ENGINEER A DETAILED PLAN, DRAWING THE DESIGN OF SHORING, BRACING, SLOPING OR OTHER PROVISIONS TO BE MADE BY THE CONTRACTOR FOR THE PURPOSE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF TRENCHES NECESSARY FOR THE CONSTRUCTION OF THE PROJECT. IF SUCH PLAN VARIES FROM THE SHORING SYSTEM STANDARD ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, THE PLANS SHALL BE PREPARED AND CERTIFIED BY A REGISTERED CIVIL OR STRUCTURAL ENGINEER; HOWEVER, USE OF SYSTEMS THAT ARE LESS EFFECTIVE THEN THOSE REQUIRED BY THE CONSTRUCTION SAFETY ORDERS IS PROHIBITED ON THIS PROJECT. 3. TRENCHCA KFILL TRENCHES SHALL NOT BE LEFT OPEN FARTHER THAN THREE HUNDRED (300) FEET IN ADVANCE OF PIPE LAYING OPERATIONS OR TWO HUNDRED (200) FEET TO THE REAR THEREOF, UNLESS OTHERWISE PERMITTED BY THE ENGINEER. ALL WORK SHALL CONFORM TO THE APPLICABLE SECTIONS OF THE STANDARD SPECIFICATIONS, DATED JULY, 1992. BEDDING CLASS SHALL BE AS SPECIFIED IN THE PIPE OPTIONS. STORM DRAIN AND UTILITY CONDUIT INSTALLATIONS SHALL BE IN ACCORDANCE WITH CITY STANDARD S-39, EXCEPT THAT COMPACTION SHALL BE NO LESS THAN NINETY PERCENT 90%) UP TO THIRTY INCHES (30") FROM FINISHED GRADE BACKFILL MATERIALS IN THE PIPE ZONE SHALL BE PLACED IN LAYERS NOT TO EXCEED TWELVE (12) INCHES SIMULTANEOUSLY, ON EACH SIDE OF THE PIPE, IN SUCH A MANNER AS NOT TO DAMAGE OR DISTURB THE PIPE OR ITS ALIGNMENT AND GRADE. BACKFILL MATERIAL ABOVE THE PIPE ZONE SHALL BE FREE OF DELETERIOUS MATERIALS AND LUMPS OR STONES EXCEEDING THREE (3) INCHES IN GREATEST DIMENSION AND SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES. EACH LAYER SHALL BE THOROUGHLY COMPACTED BY VIBRATORY OR MECHANICAL TAMPING, OR BY A COMBINATION OF THESE METHODS. FLOODING AND JETTING SHALL NOT BE ALLOWED. THERE MUST BE AT LEAST ONE FOOT OF COVER OVER THE PIPE BEFORE COMPACTION ABOVE THE PIPE ZONE WILL BE ALLOWED. IMPORTED BEDDING AND BACKFILL MATERIAL SHALL BE OBTAINED, AND ANY EXCESS BEDDING AND BACKFILL MATERIAL SHALL BE DISPOSED OF, BY ANY LEGAL MEANS AT THE EXPENSE OF THE CONTRACTOR. THE CONTRACTOR MAY SUBMIT TO THE ENGINEER SIEVE ANALYSIS FOR UTILIZATION OF IN-SITU MATERIALS. ACHIEVING FIRM BEDDING BELOW PIPE SPRINGLINE CONTRACTOR SHALL PROVIDE "FIRM BEDDING" SUPPORT FOR THE PIPE BELOW THE SPRINGLINE. FIRM BEDDING MEANS THAT THE PIPE MUST REST ON THE GRANULAR MATERIAL SPECIFIED PREVIOUSLY IN THE SPECIFICATIONS. BEH _ OR COUPLING HOLES SHALL BE CAREFULLY EXCAVATED AT PROPER INTERVALS, SO THAT NO PART OF THE LOAD IS SUPPORTED BY THE BELLS OR COUPLINGS. DURING BEDDING AND BACKFILLING, CONSOLIDATION OF MATERIAL AROUND AND UNDER BELLS AND COUPLINGS SHALL BE AVOIDED. CONTRACTOR SHALL SHOVEL -SLICE OR HAND TAMP BEDDING IN THE HAUNCH AREAS, AS THIS WILL MINIMIZE VOIDS BENEATH THE PIPE AND IN THE HAUNCH AREAS. SHOVEL -SLICING OR HAND TAMPING SHALL BE DONE BEFORE THE BEDDING IS BROUGHT UP TO THE QUARTER POINT OF THE PIPE. INITIAL BACKFILL "BEDDING MATERIAL" AS SPECIFIED BY ASTM 2321-8 SHALL BE USED IN THE PIPE ZONE FOR INITIAL BACKFILL. AFTER THE PIPE HAS BEEN PROPERLY LAID AND INSPECTED, INITIAL BACKFILL SHALL BE PLACED ON BOTH SIDES AND OVER THE PIPE TO SUCH A DEPTH THAT, AFTER THOROUGH CONSOLIDATION, THE FINAL DEPTH SHALL BE AT LEAST TO THE ELEVATION SHOWN ON THE PLANS. THE MATERIAL SHALL BE CONSOLIDATED BY VIBRATORY OR MECHANICAL TAMPING AND THE EQUIPMENT AND MANNER OF TAMPING MUST BE APPROVED IN WRITING BY THE ENGINEER PRIOR TO COMMENCING OPERATION. IMPACT EQUIPMENT MAY BE ALLOWED UNDER THE DIRECTION OF THE ENGINEER. HOWEVER, THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE RESULTING FROM THE USE OF THIS EQUIPMENT. HYDRA -HAMMER WILL NOT BE PERMITTED. SUBSEQUENT BACKFILL ABOVE THE LEVEL OF INITIAL BACKFILL, THE TRENCH MAY BE BACKFILLED WITH NA11VE MATERIAL RESULTING FROM TRENCH EXCAVATION, OR AT THE OPTION OF THE CONTRACTOR, SELECT IMPORTED MATERIALS MAY BE USED. NATIVE MATERIAL OR IMPORTED MATERIAL MAY BE COMPACTED BY TAMPING AND/OR ROLLING, USING EQUIPMENT AND METHODS APPROVED BY THE ENGINEER. WHEN THE CONTRACTOR COMPACTS BY TAMPING AND/OR ROLLING, THE BACKFILL MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES IN LOOSE DEPTH, EACH LAYER BEING THOROUGHLY COMPACTED BY TAMPING AND/OR ROLLING BEFORE SUCCEEDING LAYERS ARE PLACED. COMPACTION OF SUBSEQUENT BACKFILL WITHIN TWO AND ONE-HALF (2-1/2) FEET OF FINISHED PERMANENT SURFACING GRADE SHALL BE ACCOMPLISHED BY TAMPING AND/OR ROLLING AS SPECIFIED ABOVE. WHERE THE TRENCH IS WITHIN THE PAVEMENT ON STREETS, THE BACKFILL WITHIN TWO AND ONE-HALF (2-1/2) FEET OF FINISHED PERMANENT GRADE SHALL BE COMPACTED TO NINETY PERCENT (90%) RELATIVE COMPACTION. SUBSEQUENT BACKFILL PLACED BY TAMPING AND/OR ROLLING SHALL BE FREE FROM STONES OR LUMPS EXCEEDING THREE (3) INCHES IN GREATEST DIMENSIONS, VEGETABLE MATTER, OR OTHER UNSATISFACTORY MATERIALS. IN NO CASE SHALL JETTING BE ALLOWED FOR BACKFILL COMPACTION WITHIN THE STREET. WHEN APPROVED BY THE ENGINEER, JETTING MAY BE USED IN NON -STREET AREAS. BACKFILL TESTING AND COMPACTION TESTING OF BACKFILL MATERIALS AND COMPACTION SHALL BE IN ACCORDANCE WITH SECTION 19, "EARTHWORK" AND SECTION 6-3, "TESTING", OF THE STANDARD SPECIFICATIONS, STATE OF CALIFORNIA, DEPARTMENT OF PUBLIC WORKS, DIVISION OF HIGHWAYS. EACH LAYER OF BACKFILL MATERIAL SHALL MEET THE COMPACTION, SAND EQUIVALENT, AND GRADATION REQUIREMENTS BEFORE THE NEXT LAYER IS PLACED. EACH LAYER OF BACKFILL SHALL BE THOROUGHLY COMPACTED TO THE RELATIVE COMPACTION OF NOT LESS THAN IS SHOWN ON CITY OF. BAKERSFIELD STANDARD S-39 AS MODIFIED ON THE CONTRACT PLANS, EXCEPT THAT COMPAC11ON WITHIN THE ROADWAY STRUCTURAL SECTION SHALL BE NO LESS THAN NINETY PERCENT (90%) RELATIVE COMPACTION FOR THE TOP FINISHED 30", AND SHALL BE DETERMINED BY CALIFORNIA TEST METHODS 216 OR 231, OR ASTM (CURRENT EDITION) D1557 AND ONE OF THE FOLLOWING D2922 OR D1556. IF THE RELATIVE COMPACTION, AS DETERMINED BY TESTING, FAILS TO MEET THE SPECIFIED PERCENTAGE, THE TRENCH SHALL BE RE -EXCAVATED AND RE -COMPACTED. COMPACTION TESTS WILL BE THE SUBDIVIDERS RESPONSIBILITY. THE NUMBER AND LOCATIONS OF THE TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 4. ALL MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWINGS S-7, S-8, AND S-21 AND SECTIONS 70-1.02H AND 71-.1.07 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CURRENT EDITION. ALL CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING S-20. MANHOLES SHALL BE TYPE "A" FOR PIPES UNDER 48" IN DIAMETER AND TYPE "B" FOR PIPES 48" IN DIAMETER OR LARGER. UNLESS NOTED OTHERWISE. THE BOTTOM MANHOLE BARREL AT THE MANHOLE FOUNDATION SHALL BE SET ON A 2" MORTAR BED OR SET ON KENT -SEAL, IN A GROOVED FOUNDATION. STORM DRAIN NOTES: 1. STORM DRAIN PIPE CONTRACTOR SHALL UTILIZE RCP PIPE, CLASS ill WITH RUBBER GASKET JOINTS PER ASTM SPECIFICATION C-76, UNLESS OTHERWISE NOTED ON THE CONTRACT PLANS. REINFORCED CONCRETE PIPE. REINFORCED CONCRETE PIPE SHALL CONFORM TO THE PROVISIONS IN SECTION 65, "REINFORCED CONCRETE PIPE", OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. EXCEPT AS OTHERWISE DESIGNATED BY CLASSIFICATION ON THE PLANS OR IN THE SPECIFICATIONS, JOINTS FOR CULVERT AND DRAINAGE PIPES SHALL CONFORM TO THE PLANS OR SPECIFICATIONS FOR STANDARD JOINTS. HYDROSTATIC TESTS SPECIFIED BY SECTION 65-1.08 "LAYING SIPHON AND PRESSURE PIPE", OF THE STANDARD SPECIFICATIONS WILL NOT BE REQUIRED. REINFORCED CONCRETE PIPE SHALL HAVE RUBBER GASKETED JOINTS CONFORMING TO SECTION 65-1.06B, "RUBBER GASKETED JOINTS", OF THE STANDARD SPECIFICATIONS. HANDLING OF MATERIALS. ALL PIPE, FITTINGS, SPECIALS AND CASTINGS MUST BE CAREFULLY HANDLED AT ALL TIMES. ONLY SUITABLE AND PROPER EQUIPMENT AND APPLIANCES SHALL BE USED FOR THE SAFE LOADING, HAULING, UNLOADING, HANDLING AND PLACING OF MATERIALS, SPECIAL CARE SHALL BE EXERCISED SO THAT PREFORMED RESILIENT JOINTS ON PIPE AND FITTINGS WILL NOT BE DAMAGED. ANY PIPE OR FITTING WITH A JOINT DAMAGED OR FLATTENED WILL CAUSE THAT PIPE OR FITTING TO BE REJECTED. PIPE LAYING. NO PIPE SHALL BE LAID UNTIL THE ENGINEER INSPECTS AND APPROVES THE CONDITION OF THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. PIPE LAYING SHALL BEGIN FROM THE DOWNSTREAM END OF THE STORM DRAIN OR AS DIRECTED BY THE ENGINEER. PIPE LAYING SHALL PROCEED WITH EACH PIECE LAID TRUE TO LINE AND GRADE, AND IN SUCH A MANNER AS TO FORM A CLOSE CONCENTRIC JOINT WITH THE ADJOINING PIPE AND TO PREVENT SUDDEN OFFSETS IN THE FLOW LINE. AS THE WORK PROGRESSES, THE INTERIOR OF THE PIPE SHALL BE CLEARED OF ALL DIRT AND DEBRIS OF EVERY DESCRIPTION. PIPE SHALL NOT BE LAID WHEN THE CONDITION OF THE TRENCH OR THE WEATHER IS UNSUITABLE. AT TIMES WHEN WORK IS NOT IN PROGRESS, OPEN ENDS OF PIPE AND FITTINGS SHALL BE CLOSED. WITH BELLED END PIPE, BELL HOLES SHALL THEN BE EXCAVATED AT EACH JOINT TO FACILITATE THE JOINT OPERATIONS, AND SHALL BE ONLY OF SUFFICIENT SIZE FOR THAT PURPOSE. IN ORDER THAT BELL HOLES MAY BE PROPERLY LOCATED, NOT MORE THAN SIX (6) HOLES SHALL BE EXCAVATED AHEAD OF ACTUAL PIPE LAYING, ON ACCOUNT OF THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS. THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING FOREIGN MATERIAL FROM BEING FLUSHED INTO AN EXISTING STORM DRAIN LINE. CUTTING PIPE. THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE AND SPECIAL CASTING NECESSARY TO THE ASSEMBLY, ERECTION, AND COMPLETION OF THE WORK. ALL PIPE SHALL BE CUT TO FIT ACCURATELY, WITH SMOOTH EDGES AND FACES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF CUTTING AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED OR INCORRECTLY CUT. 2. BORED JACKLD PIPE CASING OR SMOOTH OUTSIDE WALLED PIPE FOR BORED/JACKED PIPE SHALL BE INSTALLED. IT SHALL HAVE EVEN BEARING THROUGHOUT ITS LENGTH AND SHALL SLOPE TOWARD ONE END. SPACE BETWEEN CASING AND PIPELINE SHALL BE BACKFILLED WITH SAND. IF THE PIPE AND CASING ARE INSTALLED BY BORING, THE SPACE AROUND THE CASING ALSO SHALL BE BACKFILLED WITH GROUT OR SAND. THE ENDS OF SPACE BETWEEN THE CASING AND THE PIPE SHALL BE SEALED WITH GROUT. THE STRENGTH OF PIPE DESIGNATED IN THE PLANS OR SPECIFICATIONS IS DETERMINED FOR VERTICAL LOAD ONLY ANY ADDITIONAL STRENGTH REQUIRED BY BORING/JACKING OPERATIONS SHALL BE FURNISHED AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL ALL PLANS OF BORING/JACKING OPERATIONS PRIOR TO BORING OR JACKING. BORING/JACKING OPERATIONS SHALL BE CONDUCTED IN A SAFE AND EFFICIENT MANNER, CONSISTENT WITH CURRENT ACCEPTED PROCEDURES. WATER BORING SHALL NOT BE PERMITTED. THE CASING PIPE SHALL BE JACKED WITH SUCH PRECISION THAT WILL ALLOW THE REPLACEMENT OF THE PIPELINE TO THE LINE AND GRADE AS INDICATED ON THE PLANS. UPON COMPLETION OF THE INSTALLATION OF THE CASING AND INSTALLATION OF THE PIPELINE TO GRADE, THE VOID BETWEEN THE CASING OR RC PIPE AND THE EXCAVATION SHALL BE COMPLETELY FILLED WITH SAND, COMPACTED BY THE USE OF AIR -BLOWING SAND EQUIPMENT OR ANY OTHER MEANS ACCEPTABLE TO THE ENGINEER UPON HIS APPROVAL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN A SAFE OPERATION AT ALL TIMES. SHOULD THE TUNNEL HEADING OPERATIONS RESULT IN DANGEROUS OR UNREASONABLE SLOUGHING OF MATERIAL WHICH MAY JEOPARDIZE THE SAFETY OF WORKERS OR THE STABILITY OF THE SOIL AND ROADWAY ABOVE, THE CONTRACTOR SHALL FURNISH AND INSTALL BREASTBOARDING AND/OR FACE CLOSURE WITH SUFFICIENT JACKS TO INHIBIT THE SLOUGHING AND/OR CLOSING THE WORK FACE. THE CONTRACTOR, BEFORE RESUMING WORK, SHALL FURNISH THE ENGINEER WITH A DETAILED PLAN OF PRECEDING WITH THE WORK, FOR HIS REVIEW AND APPROVAL. ANY AND ALL EXPENSES THEREFORE WILL BE CONSIDERED AS INCLUDED IN THE BID PRICE AND NO ADDITIONAL COMPENSATION WILL BE MADE THEREFORE. 3. MINOR STRUCTURES MINOR STRUCTURES. PORTLAND CEMENT CONCRETE MINOR STRUCTURES SHALL CONFORM, IN DESIGN, MATERIALS, AND CONSTRUCTION, TO THE PROVISIONS OF SECTIONS 70-1.02 H OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MANHOLES SHALL CONFORM TO THE CITY OF BAKERSFIELD STANDARDS S-7 AND S-8. DROP INLETS SHALL CONFORM TO THE CITY OF BAKERSFIELD STANDARD S-12. TEMPORARY INLET GRATES SHALL CONFORM TO DETAILS ON THE PLANS. THE PRECAST CYLINDER, TAPER, AND ECCENTRIC FLAT TOP SECTIONS SHALL MEET THE STRENGTH REQUIREMENT OF ASST. C-478. EACH SUCCESSIVE MANHOLE SECTION SHALL BE SET ON A BED OF PORTLAND CEMENT GROUT OR "KENT SEAL" TO MAKE A WATERTIGHT JOINT, SHALL BE NEATLY POINTED ON THE INSIDE, AND SHALL BE SET PLUMB. 4. ADJUST SURVEY MONUMENT ENCASEMENTS SURVEY MONUMENT AND FRAME AND COVER WITH ENCASEMENTS SHALL BE ADJUSTED OR INSTALLED. NEW TO FINISH GRADE AT THE LOCATIONS SHOWN ON THE PLANS, IN ACCORDANCE WITH THESE SPECIAL PROVISIONS, AND CITY STANDARD S-29. THE SURFACE OF THE CONCRETE SHALL BE PROTECTED FROM PUBLIC TRAFFIC FOR A MINIMUM OF THREE DAYS. AT THE OPTION OF THE CONTRACTOR, MINOR CONCRETE CONTAINING A MINIMUM OF SEVEN SACKS OF CEMENT PER CUBIC YARD MAY BE USED AND THE TIME REQUIRED FOR PROTECTION OF THE CONCRETE SURFACE FROM PUBLIC TRAFFIC SHALL BE REDUCED TO A MINIMUM OF ONE DAY. THE MONUMENT WILL BE SET BY THE OTHERS. THE OWNER WILL PROVIDE SURVEYS. CONTRACTOR SHALL GIVE THE OWNER 24 HOURS NOTICE WHEN SURVEYS ARE REQUIRED. ANY MONUMENT FRAME OR COVER DAMAGED BY THE CONTRACTOR OR HIS OPERATIONS SHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO THE OWNER. 11 @IIIIIIIII FORT HENRY WAY SEE SHEET 4 j 1 j 11 -i 4 ti ti u: ti: 0: I CW c% c%l rnc e,ro8mci t °' 7 t° c° a o l 5 4 1 2 w 4: W 488vAWA9 3 + C) TRACT 6824 cq + 0 _j,- w , W. 8 Ir- w v- - %- Lo ClMo: 0: ce a: 0: 0: oz 0: oQ I 0 . I in I in cQ ca ci + 1 co cn cn ...1 cn 1 cn I I ...j I 1 d- cn o u: LZ u: I :I u:1 cn I 5 8 00 20'rn coo 0 + tV .-930` co 1 1 Lo 1 +i + M 1 I 4 30 30! c/) / to 3 1_cn _) IV EEC- 7 Poo 6 _ o 0 30 un f ; 10+00 - a ' 11+00 12+00 S 89.06'17' E 546_44' 13+00 14+00 15+00 t_bW POINT - ----1- - - -i- - -1- - - ( i- - --} - - --}- - - -I - - { - os t 4 STA. 9+06.00 C.L. o . Tiss8" SEWER S S S 8" SEWER S ) STA. 8+73.83 F.L. Lo `" R=42' -- -- _-- - - -- -- - 3 u Q M +- /W LA. L II I F' rn MI cool NI co IM 1 o1111Il01og +l + + '+ + c^o + cs too cn 1 TEMPORARY SUMP TO TEMPORARY TURNAROUND N ' = ^ 5' I i BE PRIVATELY MAINTAINED DESIGNED PER CITY OF v,;3 „ -4 -j - La-- j g;I I I - ,QI I, LL: - j I v,,: 1 DIMENSIONS: 93x94'x1.5' 13AKERSFIELD PLATE T-14 ,w, N, Q ''= _ cnt _ 1 I i • NI N IN - cn I I 20' 20' DOCUMENT # 0214136996 d°'.,°'. z $ 1 r 1 0 11 ,. }. . 12 13 >. co r '. 1 4 1 }. `t: r' d' 1 6 1VOLUMEREQUIRED: 0.28 AC -FT oo co g o a ,, a a;o a o a ^o a ,, a,,, a 9 `9 I VOLUME PROVIDED: 0.28 AC -FT FLOWAGE AND rn 0) m++ 3 3 3+ 3 .. 3 3 3 3 uj Q DRAINAGE EASEMENT f-- '' I ? 1 `" 1 '- I '- 1 I '- ^ I o v o 1 o I © I o 1 c 1 p I o t o C3 I + DOCUMENT # 0214136997 u; (n cn a aFi a 1 ¢ a a a a ¢ a W N N icncncn 1 I I I i i 1 I I R/W I o FORT HENRY WAY MURFREESBORO DRIVE SEE SHEET 4 R/W I 2.03„ -z-o% 2.0x _Z07, I I 0.20` A.C. PAVAN I COMBINATION 0.W AGG. BASE COMBINATION SIDEWALK SIDEWALK 0.50' COMPACTED O.G. TO PROPOSED PROPOSED TYPE "B' 95% RELATIVE DENSITY CURB do GUTTER CURB & GUTTER A LOCAL STREET SECTION 3 SCALE: 1 ;10' HORIZONTAL 1 =5 VERTICAL Ti = 4.5 R=16 362 360 358 356 354 352 350 348 346 344 362 360 358 356 354 352 350 348 346 344 STA. 10+00.00 TO 15+46.44) SCALE: 1" = 50' HORIZONTAL 9+00 10+00 11+00 12+00 13+00 14+00 STA. 10+00.00 TO 15+46.44) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 15+00 CONSTRUCTION NOTES: LEGEND. R1-1 CONSTRUCT TYPE 'B" CURB & GUTTER PER C.O.B. STD. ST -1. ABBREVIATIONS i FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: 2 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION O CONSTRUCT 5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. MPOR LRY TURN AROUNDN STOP WI -7' - DOUBLE ARROW STORM DRAIN UNE 24 O CONSTRUCT HANDICAP RAMP PER CALTRANS WO -REVISEDFLFLOWUNEPOVCPOINTONVERTICALCURVER6-1" ONE WAY W1-6" - SINGLE ARROW STANDARD PLAN R.S.P. A88A-CASE A - DETAIL B. CL CENTERUNE BVC BEGIN VERTICAL CURVE R5-1" DO NOT ENTER N SEE SEWER AND STORM DRAIN PLANS, STORM DRAIN MANHOLE PAINT 12" LIMIT UNE USING THERMOPLASTIC PAINT PER CALTRANS ELEV ELEVATION EVC END VERTICAL CURVE O NO PARKING W3-3' - SIGNAL AHEAD STANDARD SPECIFICATION PTH-02ALKYD. BCR BEGIN CURB RETURN PI POINT OF INTERSECTION R3 -5R" R4-7* RIGHT TURN ONLY W3-1" - STOP AHEAD SEE SEWER AND STORM DRAIN PLANS, CATCH BASIN 5 CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. COMPACT SUBGRADE ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE M t - END SCHOOL. ZONE TO 95% OF MAX. TO 12" BEYOND GUTTER UP TO A DEPTH OF 12". M BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE R81(CA) BIKE LANE S5 S4-2 - WHEN CHILDREN ARE PRESENT S SANITARY SEWER UNE INSTALL W-31(CA) SIGN WITH X14-3 MARKER AT PHASE BOUNDARY PIVC POINT OF INTERSECTION TC TOP OF CURB W31(CA}" END- S4-3"- SCHOOL SEE SEWER AND STORM DRAIN PLANS, SEWER MANHOLE RETRACT IF ADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY OF VERTICAL CURVE TP TOP OF PAVEMENT WI4-1" DEAD END R2-1' - SPEED LIMIT 20 n IU4 d, STORM DRAIN MANHOLE FC FINISH CONCRETE WI4-2" NO OUTLET SEE SEWER AND STORM DRAIN PLANS, SEWER CLEANOUT O INSTALL END -OF -STREET STANDARD TYPE ill BARRICADE PER CALTRANS A73C INV G.B. INVERT RCP GRADE BREAK RGJ REINFORCED CONCRETE PIPE RUBBER GASKETED JOINT s FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS CONSTRUCT 6' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. Lq M W Z O PER C.O.B. SID. ST -7 {SEE DETAIL ON SHEET 4}. j Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. IRFURNISH INSTALL IRRIGATION CONDUIT PHASE. BOUNDARY NOTES1CFURNISHdoINSTALLINTERCONNECTCONDUIT W co co EXISTING SURVEY MONUMENT Z W rd V Li 8 FURNISH &INSTALL SPLICE BOX FOR INTERCONNECT TR3--NO. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE PROPOSED EDGE OF PAVEMENT 2. LOCAL STREETS -PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.80' AGGREGATE FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. z SECTION DESIGNATION: BASE OVER 0.50 COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY Lo V- FURNISH & INSTALL METRO STREET CR O CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB Z N CO PER C.O.B. STD. ST -9. B' OLD RIVER ROAD - PAVEMENT TO BE 0.45' TYPE A.C. OVER 1.65' AGGREGATE O TAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB OR Cn BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY 25 0 50 100 cam- FURNISH &INSTALL STREET LIGHT -5800 LUMEN PER C.Q.B. STD. ST -14. ITEM OF WORK - SEE SCHEDULE_ Moo A PER C.O.B. STD. ST -9. O SECTION LINE 4 PANAMA LANE - PAVEMENT TO BE 0.45' TYPE "B" A.C. OVER 1.65' AGGREGATEDFURNISH & INSTALL STREET UGHT-9500 a KiGo o 0 0 = BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY 50 12.5 STING GROUND PER C.O.B. STD. ST -9. o SHEET SECTION IS LOCATED Z^ cn 4i n Km cn UNLESS NOTED OTHERWISE. 6. ALL STRIPING AND PAVEMENT MARKING MALL BE THERMOPLASTIC PAINT PER 1 1-6536 P 1 2 STING GR UND S=0.25% PROPOSED SOUTH FLOWLI E PROPOSED NORTH FLOVUNEJ 9+00 10+00 11+00 12+00 13+00 14+00 STA. 10+00.00 TO 15+46.44) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 15+00 9+00 10+00 11+00 12+00 13+00 14+00 STA. 10+00.00 TO 15+46.44) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 15+00 362 360 358 356 354 352 350 348 346 344 362 360 358 356 354 352 350 348 346 344 W CONSTRUCTION NOTES: LEGEND. R1-1 CONSTRUCT TYPE 'B" CURB & GUTTER PER C.O.B. STD. ST -1. ABBREVIATIONS i FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: 2 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION O CONSTRUCT 5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. TEMPORARY TURN AROUND STOP WI -7' - DOUBLE ARROW STORM DRAIN UNE 24 O CONSTRUCT HANDICAP RAMP PER CALTRANS WO -REVISEDFLFLOWUNEPOVCPOINTONVERTICALCURVER6-1" ONE WAY W1-6" - SINGLE ARROW STANDARD PLAN R.S.P. A88A-CASE A - DETAIL B. CL CENTERUNE BVC BEGIN VERTICAL CURVE R5-1" DO NOT ENTER N SEE SEWER AND STORM DRAIN PLANS, STORM DRAIN MANHOLE PAINT 12" LIMIT UNE USING THERMOPLASTIC PAINT PER CALTRANS ELEV ELEVATION EVC END VERTICAL CURVE R26(CA)" NO PARKING W3-3' - SIGNAL AHEAD STANDARD SPECIFICATION PTH-02ALKYD. BCR BEGIN CURB RETURN PI POINT OF INTERSECTION R3 -5R" R4-7* RIGHT TURN ONLY W3-1" - STOP AHEAD SEE SEWER AND STORM DRAIN PLANS, CATCH BASIN 5 CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. COMPACT SUBGRADE ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE KEEP RIGHT t - END SCHOOL. ZONE TO 95% OF MAX. TO 12" BEYOND GUTTER UP TO A DEPTH OF 12". M BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE R81(CA) BIKE LANE S5 S4-2 - WHEN CHILDREN ARE PRESENT S SANITARY SEWER UNE INSTALL W-31(CA) SIGN WITH X14-3 MARKER AT PHASE BOUNDARY PIVC POINT OF INTERSECTION TC TOP OF CURB W31(CA}" END- S4-3"- SCHOOL SEE SEWER AND STORM DRAIN PLANS, SEWER MANHOLE RETRACT IF ADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY OF VERTICAL CURVE TP TOP OF PAVEMENT WI4-1" DEAD END R2-1' - SPEED LIMIT 20 IU4 d, STORM DRAIN MANHOLE FC FINISH CONCRETE WI4-2" NO OUTLET SEE SEWER AND STORM DRAIN PLANS, SEWER CLEANOUT O INSTALL END -OF -STREET STANDARD TYPE ill BARRICADE PER CALTRANS A73C INV G.B. INVERT RCP GRADE BREAK RGJ REINFORCED CONCRETE PIPE RUBBER GASKETED JOINT s FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS CONSTRUCT 6' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. W r7 PER C.O.B. SID. ST -7 {SEE DETAIL ON SHEET 4}. j Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. IRFURNISH INSTALL IRRIGATION CONDUIT PHASE. BOUNDARY NOTES1CFURNISHdoINSTALLINTERCONNECTCONDUIT co co EXISTING SURVEY MONUMENT Z W rd V Li 8 FURNISH &INSTALL SPLICE BOX FOR INTERCONNECT TR3--NO. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE PROPOSED EDGE OF PAVEMENT 2. LOCAL STREETS -PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.80' AGGREGATE FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. SECTION DESIGNATION: BASE OVER 0.50 COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY Lo V- FURNISH & INSTALL METRO STREET CR O CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB Z N CO PER C.O.B. STD. ST -9. B' OLD RIVER ROAD - PAVEMENT TO BE 0.45' TYPE A.C. OVER 1.65' AGGREGATE O TAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB Cn BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY 25 0 50 100 cam- FURNISH &INSTALL STREET LIGHT -5800 LUMEN PER C.Q.B. STD. ST -14. ITEM OF WORK - SEE SCHEDULE_ Moo A PER C.O.B. STD. ST -9. O SECTION LINE 4 PANAMA LANE - PAVEMENT TO BE 0.45' TYPE "B" A.C. OVER 1.65' AGGREGATEDFURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14. O a+o 0 = BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY 50 12.5 STING GROUND PER C.O.B. STD. ST -9. SHEET SECTION IS LOCATED a cn 4i n Km cn UNLESS NOTED OTHERWISE. 6. ALL STRIPING AND PAVEMENT MARKING MALL BE THERMOPLASTIC PAINT PER 1 1-6536 P 1 2CALTRANSSTANDARDSPECIFICATIONPTH-02ALKYD UNLESS OTHERWISE NOTED. S=0.25% PROPOSED SOUTH FLOWLI E 9+00 10+00 11+00 12+00 13+00 14+00 STA. 10+00.00 TO 15+46.44) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 15+00 362 360 358 356 354 352 350 348 346 344 362 360 358 356 354 352 350 348 346 344 W CONSTRUCTION NOTES: LEGEND. R1-1 CONSTRUCT TYPE 'B" CURB & GUTTER PER C.O.B. STD. ST -1. ABBREVIATIONS i FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: 2 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION O CONSTRUCT 5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. Rt -1" STOP WI -7' - DOUBLE ARROW STORM DRAIN UNE 24 O CONSTRUCT HANDICAP RAMP PER CALTRANS WO -REVISEDFLFLOWUNEPOVCPOINTONVERTICALCURVER6-1" ONE WAY W1-6" - SINGLE ARROW STANDARD PLAN R.S.P. A88A-CASE A - DETAIL B. CL CENTERUNE BVC BEGIN VERTICAL CURVE R5-1" DO NOT ENTER WI -1" - CURVE ARROW SEE SEWER AND STORM DRAIN PLANS, STORM DRAIN MANHOLE PAINT 12" LIMIT UNE USING THERMOPLASTIC PAINT PER CALTRANS ELEV ELEVATION EVC END VERTICAL CURVE R26(CA)" NO PARKING W3-3' - SIGNAL AHEAD STANDARD SPECIFICATION PTH-02ALKYD. BCR BEGIN CURB RETURN PI POINT OF INTERSECTION R3 -5R" R4-7* RIGHT TURN ONLY W3-1" - STOP AHEAD SEE SEWER AND STORM DRAIN PLANS, CATCH BASIN 5 CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. COMPACT SUBGRADE ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE KEEP RIGHT t - END SCHOOL. ZONE TO 95% OF MAX. TO 12" BEYOND GUTTER UP TO A DEPTH OF 12". BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE R81(CA) BIKE LANE S5 S4-2 - WHEN CHILDREN ARE PRESENT S SANITARY SEWER UNE INSTALL W-31(CA) SIGN WITH X14-3 MARKER AT PHASE BOUNDARY PIVC POINT OF INTERSECTION TC TOP OF CURB W31(CA}" END- S4-3"- SCHOOL SEE SEWER AND STORM DRAIN PLANS, SEWER MANHOLE RETRACT IF ADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY OF VERTICAL CURVE TP TOP OF PAVEMENT WI4-1" DEAD END R2-1' - SPEED LIMIT 20 REMOVE AND SALVAGE SIGN WITH CONSRUCTION OF ADJACENT PHASE SDMH STORM DRAIN MANHOLE FC FINISH CONCRETE WI4-2" NO OUTLET SEE SEWER AND STORM DRAIN PLANS, SEWER CLEANOUT O INSTALL END -OF -STREET STANDARD TYPE ill BARRICADE PER CALTRANS A73C INV G.B. INVERT RCP GRADE BREAK RGJ REINFORCED CONCRETE PIPE RUBBER GASKETED JOINT s FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS CONSTRUCT 6' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. PER C.O.B. SID. ST -7 {SEE DETAIL ON SHEET 4}. Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. IRFURNISH INSTALL IRRIGATION CONDUIT PHASE. BOUNDARY NOTES1CFURNISHdoINSTALLINTERCONNECTCONDUIT EXISTING SURVEY MONUMENT TRACT BOUNDARY 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND DRAIN PLANS AND DETAILS. FURNISH &INSTALL SPLICE BOX FOR INTERCONNECT TR3--NO. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE PROPOSED EDGE OF PAVEMENT 2. LOCAL STREETS -PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.80' AGGREGATE FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. SECTION DESIGNATION: BASE OVER 0.50 COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY SCALE: 1 =50 FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. O CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB PER C.O.B. STD. ST -9. B' OLD RIVER ROAD - PAVEMENT TO BE 0.45' TYPE A.C. OVER 1.65' AGGREGATE O TAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB SECTION LETTER BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY 25 0 50 100 cam- FURNISH &INSTALL STREET LIGHT -5800 LUMEN PER C.Q.B. STD. ST -14. ITEM OF WORK - SEE SCHEDULE_ A PER C.O.B. STD. ST -9. O SECTION LINE 4 PANAMA LANE - PAVEMENT TO BE 0.45' TYPE "B" A.C. OVER 1.65' AGGREGATEDFURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14. BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY 50 12.5 PER C.O.B. STD. ST -9. SHEET SECTION IS LOCATED 5. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. SID. D-14, UNLESS NOTED OTHERWISE. 6. ALL STRIPING AND PAVEMENT MARKING MALL BE THERMOPLASTIC PAINT PER 1 1-6536 P 1 2CALTRANSSTANDARDSPECIFICATIONPTH-02ALKYD UNLESS OTHERWISE NOTED. @IIIIIIIII I- Adpdor 41ro* somwirlimb for MLwdepthofwroxt *4 I =wk -209mat" armL to .9 SEC77ON 'A -A WN mommm khrm* ad vs *#cw 17 ft aivagbw. v 104 % 4 45 jp. I we DAVIS BRIDGE AVENUE MURFREESBORO DRIVE TANGENT SEE SHEET 5 20.00' SEE SHEET 20.00' ttraalp4J R/W t 66' R/I I R/W t le 8 R/Wr C3 120.' if _j 18 15 cii 11 C12 11 c$ u: ff 2 I 6- 4 a 6 ul 1-i a 3 1.: 30' !301' 8 c; 2a' 20' o 6" - SINGLE ARROW Z ui ul C9 r... + 30' CENTERLINE BVC N+. DO NOT ENTER r +I 0 SEE SEWER AND STORM DRAIN PLANS, STORM DRAIN MANHOLE 4 LANE ELEVATION EVC C3 R26(CA)" NO PARKING wW3-3' - SIGNAL MEAD z 3:lM I 8 cn 8cQ BCR Lq POINT OF INTERSECTION a r-uxw U) L0 c; SEE SEWER AND STORM DRAIN PLANSCATCH BASIN rj CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. COMPACT SUBGRADE 17 16 04 r w z I- cn Cl OD C) N z 106 cn cn cn Lo (n 1 32 blA. lUtUU.UU L;.L Mill MINK WAT = STA. 14+90.30 C.L. DAVIS BRIDGE AVENUE 362 360 358 356 354 352 350 348 346 u D11+00- - _D Q S 0Z3'43* W 310.00' C*4 N ' /W C27N ___ 7 18" DRAIN 3 VIII j L 0 T A NOTA FART) ucl to 14+00- N 0!5343' E 236.48 7;/-W Ci u: 8 FORT HENRY WAY STA. 10+00.00 TO 15+46.48) 1 SCALE: 1" = 50' HORIZONTAL 021, co SEE SHEET 9 LENGTH TANGENT o+ cl 20.00' I'd, 20.00' ttraalp4J 66' LJ u: 8 OCL cu! t le 8 cs3w 1 FURNISH & INSTALL TRAFFIC C3 g m Go Q o Z ci F= 6- 4 a W Qlg oz A o+ co Lo ONE WAY 6" - SINGLE ARROW Z I CL CENTERLINE BVC C)l R5-1* 7;/-W Ci u: 8 FORT HENRY WAY STA. 10+00.00 TO 15+46.48) 1 SCALE: 1" = 50' HORIZONTAL 021, 362 360 358 356 354 352 350 348 11+00 12+00 13+00 STA. 10+00.00 TO 15+46.48) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 14+00 LANE SEE SHEET 9 LENGTH TANGENT o+ cl 20.00' I'd, 20.00' 39.4! 599 66' I OCL 75! 1 FURNISH & INSTALL TRAFFIC I N Go Q o Z ci Rl -1 " R6-1' bo STORM DRAIN LINE o+ co Lo ONE WAY 6" - SINGLE ARROW rz4cn cn I CL CENTERLINE BVC C)l R5-1* DO NOT ENTER r +I 0 SEE SEWER AND STORM DRAIN PLANS, STORM DRAIN MANHOLE PANAMA LANE ELEVATION EVC SEE SHEET 9 R26(CA)" NO PARKING wW3-3' - SIGNAL MEAD STANDARD SPECIFICATION PTH-02ALKYD. BCR Lq POINT OF INTERSECTION R3 -5R' RIGHT TURN ONLY W3-1' - STOP MEAD SEE SEWER AND STORM DRAIN PLANSCATCH BASIN rj CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. COMPACT SUBGRADE ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE R4-7'- KEEP RIGHT S5--2'- END SCHOOL ZONE TO 95% OF MAX. TO 12' BEYOND GUTTER UP TO A DEPTH OF 12'. BC PIVC BEGIN CURVE PCC POINT' OF INTERSECTION TC POINT OF COMPOUND CURVATURE TOP OF CURB R8l(CA)* W31(CA)- BIKE LANE S4-2* - MEN CHILDREN ARE PRESENT S4-3* S_ SANITARY SEWER LINE INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY wi END SCHOOLOF SEE SEWER AND STORM DRAIN PLANS, SEWER MANHOLE TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY OF VERTICAL CURVE TP TOP OF PAVEMENT W14-1' Lu R2-1" - SPEED LIMIT 20 REMOVE AND SALVAGE SIGN WITH CONSRUCTION OF ADJACENT PHASE SDMH 4NC b FINISH CONCRETE WI4-2* NO OUTLET 0 to O INSTALL END -OF -STREET STANDARD TYPE III BARRICADE PER CALTRANS A73C INV G.B. W 9 Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT OEM= cd co CONSTRUCT 6' COMBINATION SIDEWALK PER C.O.B. SM. ST -3. PER C.O.B. STD. ST -7 (SEE DETAIL ON SHEET 4). W 8 FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. IR FURNISH & INSTALL IRRIGATION CONDUIT PHASE BOUNDARY NOTES: ic La co FURNISH & INSTALL INTERCONNECT CONDUIT fn @ TR3 TR5 BOUNDARY 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND DRAIN PLANS AND DETAILS. C ul cn FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3=NO. 3 1/2 SIZE TR5--NO. 5 SIZE TR6=NO. 6 SIZE Q PROPOSED EDGE OF PAVEMENT 2. LOCAL STREETS - PAVEMENT TO BE 0.20! TYPE *B* A.C. OVER 0.8Q'AGGREGATE FURNISH & INSTALL STREET SIGN PER Q in EXISTING' GROUND PROP ED 0 INE ISTING GROUND c3cd 42! CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB D,51X PER C.O.B. SM. ST -9. SCALE: 1" 50' a PROPOSED LOWLINE A % 11-7.1% U mwwmm-www OVER 0.50 COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY 25 0 50 100 uj iz, 5=0.75% wom---ow" It": K 1.) SECTION LINE S, PROPOSED FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. SM. ST -14. PROPOSED EAST FLOWLINE WEST FLOWLINE PER C.O.B. STD. ST -9. SHEET SECTION IS LOCATED 5. ALL CATCH BASINS TO BE TYPE "A' WITH 3.5' OPENINGS PER C.O.B. STD. D-14, J* C UNLESS NOTED OTHERWISE. 6. ALL STRIPING AND PAVEMENT MARKINGS SHAM BE THERMOPLASTIC PANT PER iIj uj CALTRANS STANDARD sPEancAlloN PTH-02ALK*M UNLESS OTHERWISE NOTED. 1.1- 6 5 3 6 P h 1 2 362 360 358 356 354 352 350 348 11+00 12+00 13+00 STA. 10+00.00 TO 15+46.48) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 14+00 11+00 12+00 13+00 STA. 10+00.00 TO 15+46.48) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 14+00 PANAMA LANE SEE SHEET 9 LENGTH TANGENT o+ cl 20.00' I'd, 20.00' 39.4! 599 66' I OCL 75! 1 FURNISH & INSTALL TRAFFIC I N Go Q o Z ci Rl -1 " R6-1' 0: STORM DRAIN LINE o+ co Lo ONE WAY 6" - SINGLE ARROW rz4cn cn I CL CENTERLINE BVC C)l R5-1* DO NOT ENTER r +I 0 SEE SEWER AND STORM DRAIN PLANS, STORM DRAIN MANHOLE PANAMA LANE ELEVATION EVC SEE SHEET 9 R26(CA)" NO PARKING wW3-3' - SIGNAL MEAD STANDARD SPECIFICATION PTH-02ALKYD. BCR BEGIN CURB RETURN PI POINT OF INTERSECTION R3 -5R' RIGHT TURN ONLY W3-1' - STOP MEAD SEE SEWER AND STORM DRAIN PLANSCATCH BASIN rj CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. COMPACT SUBGRADE ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE R4-7'- KEEP RIGHT S5--2'- END SCHOOL ZONE TO 95% OF MAX. TO 12' BEYOND GUTTER UP TO A DEPTH OF 12'. BC PIVC BEGIN CURVE PCC POINT' OF INTERSECTION TC POINT OF COMPOUND CURVATURE TOP OF CURB R8l(CA)* W31(CA)- BIKE LANE S4-2* - MEN CHILDREN ARE PRESENT S4-3* S_ SANITARY SEWER LINE INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY wi END SCHOOLOFSEESEWERANDSTORMDRAINPLANS, SEWER MANHOLE TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY OF VERTICAL CURVE TP TOP OF PAVEMENT W14-1' Lu R2-1" - SPEED LIMIT 20 REMOVE AND SALVAGE SIGN WITH CONSRUCTION OF ADJACENT PHASE SDMH LL FINISH CONCRETE WI4-2* NO OUTLET 0 SEE SEWER AND STORM DRAIN PLANS, SEWER CLEANOUT O INSTALL END -OF -STREET STANDARD TYPE III BARRICADE PER CALTRANS A73C INV G.B. W 9 Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT OEM= cd co CONSTRUCT 6' COMBINATION SIDEWALK PER C.O.B. SM. ST -3. PER C.O.B. STD. ST -7 (SEE DETAIL ON SHEET 4). W 8 FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. IR FURNISH & INSTALL IRRIGATION CONDUIT PHASE BOUNDARY NOTES: ic La co FURNISH & INSTALL INTERCONNECT CONDUIT gx m W @ EXISTING SURVEY MONUMENTTRACTTR3TR5 BOUNDARY 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND DRAIN PLANS AND DETAILS. lw" fl% FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3=NO. 3 1/2 SIZE TR5--NO. 5 SIZE TR6=NO. 6 SIZE Q PROPOSED EDGE OF PAVEMENT 2. LOCAL STREETS - PAVEMENT TO BE 0.20! TYPE *B* A.C. OVER 0.8Q'AGGREGATE FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. in ISTING GROUND 0 CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB SEC71ON DESIGNATION: PER C.O.B. SM. ST -9. SCALE: 1" 50' PROPOSED LOWLINE TAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB OVER 0.50 COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY 25 0 50 100 uj iz, ITEM OF WORK - SEE SCHEDULE PER C.O.B. STD. ST -9. SECTION LINE S, 0.75% FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. SM. ST -14. PROPOSED EAST FLOWLINE 11+00 12+00 13+00 STA. 10+00.00 TO 15+46.48) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 14+00 PANAMA LANE SEE SHEET 9 LENGTH TANGENT o+ cl 20.00' I'd, 20.00' 39.4! 599 66' I OCL 75! 1 FURNISH & INSTALL TRAFFIC I N Go Q o Z z Rl -1 " R6-1' 0: STORM DRAIN LINE o+ co Lo D-ID-tVO) 362 360 358 35565 354 352 350 348 346 362 360 358 356 354 352 350 348 CURVE TABLE CURVE fl w LENGTH TANGENT DELTA cl 20.00' zw 20.00' RI Z I OCL cr- 1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: N Go CONSTRUCT 5' COMBINA71ON SIDEWALK PER C.O.oSTD. 5T-3. ABBREVIATIONS POVC POINT ON VERTICAL CURVE Rl -1 " R6-1' STOP WI -7' -DOUBLE ARROW WI STORM DRAIN LINE CONSTRUCT HANDICAP RAMP PER CALTRANS -220048 Lo to FLOWLINE ONE WAY 6" - SINGLE ARROW rz4cn cn I CL CENTERLINE BVC C)l R5-1* DO NOT ENTER r +I 0 SEE SEWER AND STORM DRAIN PLANS, STORM DRAIN MANHOLE PANAMA LANE ELEVATION EVC SEE SHEET 9 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA cl 20.00' 31.42' 20.00' 90000100* CONSTRUCTION NOTES: TES LEGEND: RI D CONSTRUCT TYPE "Bm CURB & GUTTER PER C.O.B. STD. ST -1. 1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: T . 2 0 a" TOP OF MANHOLE/TOP OF CLEANOUT ELEVA71ON CONSTRUCT 5' COMBINA71ON SIDEWALK PER C.O.oSTD. 5T-3. ABBREVIATIONS POVC POINT ON VERTICAL CURVE Rl -1 " R6-1' STOP WI -7' -DOUBLE ARROW WI STORM DRAIN LINE CONSTRUCT HANDICAP RAMP PER CALTRANS -220048 FL, FLOWLINE ONE WAY 6" - SINGLE ARROW STANDARD PLAN R.S.P. A88A-CASE A - DETAIL B. CL CENTERLINE BVC BEGIN VERTICAL CURVE R5-1* DO NOT ENTER WI -1" - CURVE ARROW 0 SEE SEWER AND STORM DRAIN PLANS, STORM DRAIN MANHOLE PAINT 12' LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS ELEV ELEVATION EVC END VERTICAL CURVE R26(CA)" NO PARKING wW3-3' - SIGNAL MEAD STANDARD SPECIFICATION PTH-02ALKYD. BCR BEGIN CURB RETURN PI POINT OF INTERSECTION R3 -5R' RIGHT TURN ONLY W3-1' - STOP MEAD SEE SEWER AND STORM DRAIN PLANSCATCH BASIN rj CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. COMPACT SUBGRADE ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE R4-7'- KEEP RIGHT S5--2'- END SCHOOL ZONE TO 95% OF MAX. TO 12' BEYOND GUTTER UP TO A DEPTH OF 12'. BC PIVC BEGIN CURVE PCC POINT' OF INTERSECTION TC POINT OF COMPOUND CURVATURE TOP OF CURB R8l(CA)* W31(CA)- BIKE LANE S4-2* - MEN CHILDREN ARE PRESENT S4-3* S_ SANITARY SEWER LINE INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY END SCHOOLOFSEESEWERANDSTORMDRAINPLANS, SEWER MANHOLE TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY OF VERTICAL CURVE TP TOP OF PAVEMENT W14-1' DEAD END R2-1" - SPEED LIMIT 20 REMOVE AND SALVAGE SIGN WITH CONSRUCTION OF ADJACENT PHASE SDMH STORM DRAIN MANHOLE FC FINISH CONCRETE WI4-2* NO OUTLET 0 SEE SEWER AND STORM DRAIN PLANS, SEWER CLEANOUT O INSTALL END -OF -STREET STANDARD TYPE III BARRICADE PER CALTRANS A73C INV G.B. INVERT RCP GRADE BREAK RGJ REINFORCED CONCRETE PIPE RUBBER GASKETED JOINT Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT OEM= CONSTRUCT IW BOTTOM WIDTH DRIVEWAY W/3' WINGS CONSTRUCT 6' COMBINATION SIDEWALK PER C.O.B. SM. ST -3. PER C.O.B. STD. ST -7 (SEE DETAIL ON SHEET 4). FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. IR FURNISH & INSTALL IRRIGATION CONDUIT PHASE BOUNDARY NOTES: ic FURNISH & INSTALL INTERCONNECT CONDUIT @ EXISTING SURVEY MONUMENTTRACTTR3TR5 BOUNDARY 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND DRAIN PLANS AND DETAILS. FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3=NO. 3 1/2 SIZE TR5--NO. 5 SIZE TR6=NO. 6 SIZE PROPOSED EDGE OF PAVEMENT 2. LOCAL STREETS - PAVEMENT TO BE 0.20! TYPE *B* A.C. OVER 0.8Q'AGGREGATE FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY FURNISH INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB SEC71ON DESIGNATION: PER C.O.B. SM. ST -9. SCALE: 1" 50' SECTION LETTER 3. BASE B.'VERFURNISHTAPERNUMBERFORTAPERDESCRIPTIONALONGCURBOVER0.50 COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY 25 0 50 100 INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STD. ST -14. ITEM OF WORK - SEE SCHEDULE PER C.O.B. STD. ST -9. SECTION LINE 4. PANAMA LANE - PAVEMENT TO BE 0.45! TYPE *B* A.C. OVER 1.65! AGGREGATEFURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. SM. ST -14. BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY 50 12.5 PER C.O.B. STD. ST -9. SHEET SECTION IS LOCATED 5. ALL CATCH BASINS TO BE TYPE "A' WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 6. ALL STRIPING AND PAVEMENT MARKINGS SHAM BE THERMOPLASTIC PANT PER CALTRANS STANDARD sPEancAlloN PTH-02ALK*M UNLESS OTHERWISE NOTED. 1.1- 6 5 3 6 P h 1 2 IIIII III CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA c1 20.00' 31.42' 20.00' 90roo'ool C2 35.00' 27.13' 14.29' 4474'55" C3 42.00' 197.06' 42.87' 268'49'50 C4 35.00' 13.70' 6.94' 22"25'35' C5 84.00' 197.70' 202.06' 134'51'11' C6 35.00' 54.98' 35.00' 90'00'00" u CC) 362 360 358 356 354 352 350 348 346 344 360 358 356 354 352 350 348 346 344 342 P-4 LECEN D: 13+00 FORT HENRY WA1 N 2 w v M I Cl SEE SHEET 4 CL CENTERLINE BVC BEGIN VERTICAL CURVE I 1 BCR N 00 1 II tl -j 1 OW w 0 OOR to 0cq BC i ci 0 C4 +2 M -- LL_ La Iz moM 4 - 2 2 o z o a a 12 i 1 20' 20' cj a 1 cj d oo c M Nom+ i W Q 21 1 M N W co 195c o mq 1 SIGN PER C.O.B. STD. T-1. co cam- MN M G] Z La.' 11 Tsoi ct Q II o - r-1 M O O d' FURNISH &INSTALL IRRIGATION CONDUIT to e[ Q N cn Cl I N W ' N Z cC ij Q o '` 27 Cn Li' N N 1 I=MO. 1 LL: ` I 1 2 3 1 SECTION DESIGNATION: OTAPER 1 M A NNC)lN O N IIIIIIIIII O+ c; CO o NI NI C3 La_ liJ a C3 6". SEWER + 8" SEINER .13+00--c" S 89*06'17" E 200.00'„ i S 89061' 7 290.30 o + p- T 10+00 .o 9 3 11+00 12+00 + ; n 3 0 0 2e DRAIN 14+00 Q . LECEN D: 13+00 FORT HENRY WA1 N 2 w v M I Cl SEE SHEET 4 CL CENTERLINE BVC BEGIN VERTICAL CURVE I i BCR J- 1 II tl -j 1 14: 14 END CURB RETURN PRC mLL: BC i ci I F Le. LL_ La Iz moM J o z o guMi o0 I 1 20' 20' 0 Co oo c M Nom+ i W Q 21 1 aN± 1 20o0-' C4195c o mq 1 SIGN PER C.O.B. STD. T-1. co cam- MN M G] Z La.' 1 171i Ts M N Ts Q II Q QLL o - w ;7cM M cn IR FURNISH &INSTALL IRRIGATION CONDUIT Li Co 0) rN t_% z 0r e[ Q N cn Cl I N W ' Ir Z U Q o '` 27 r- Li' N r ` 24' I=MO. O LL: ` DRAIN O c C SECTION DESIGNATION: OTAPER W M A NNC)lNO N IIIIIIIIII O+ c; CO o NI NI C3 La_ liJ I i R/W U LL J Lz -'. U Li N J W N`n 1? cn LZ W Z M W Ofli01 Mn WOOOag>_cm }d- O `t • Q QM M r 00'100) N CO Q 0i 0i M M I W Ne a C3 6". SEWER + 8" SEINER .13+00--c" S 89*06'17" E 200.00'„ i S 89061' 7 290.30 o + p- T 10+00 .o 9 3 11+00 12+00 + ; n 3 0 0 2e DRAIN 14+00 Q . LECEN D: 13+00 FORT HENRY WA1 N 2 1 M I Cl SEE SHEET 4 CL CENTERLINE BVC BEGIN VERTICAL CURVE I Q -i( BCR J- 1 II tl -j1 ECR END CURB RETURN PRC mLL: BC i ci I F Le. LL_ 5 ao -jaw _j m J o SDMH o guMi o0 I 1 20' 20' 18 1 1 c M Nom+ i i , Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. C4Q o N C.> CV SIGN PER C.O.B. STD. T-1. co cam- MN M G] Z La.' 1 171i Ts M I M Ts II II o - w ;7cM M Lo IR FURNISH &INSTALL IRRIGATION CONDUIT Li Co 0) rN t_% z 0r e[ Q N cn Cl I N 11 11 Ir 25 01 c' Cl Q o '` 27 r- Q 28 0 '' 29 1 ,^ co Cl 24' TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE --- C6 DRAIN NUMBER FOR CURVE DESCRIPTION ALONG CURB SECTION DESIGNATION: OTAPER C4 SECTION LETTER A ITEM OF WORK - SEE SCHEDULE N IIIIIIIIII N a C3 6". SEWER + 8" SEINER .13+00--c" S 89*06'17" E 200.00'„ i S 89061' 7 290.30 o + p- T 10+00 .o 9 3 11+00 12+00 + ; n 3 0 0 2e DRAIN 14+00 Q . LECEN D: 13+00 C2 N 2 1 M I Cl POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR m9[__7u POINT OF INTERSECTION ECR END CURB RETURN PRC mLL: BC eh POINT OF COMPOUND CURVATURE F Le. LL_ 5 u: 61 J d' SDMH STORM DRAIN MANHOLE FC FINISH CONCRETE N i` h REINFORCED CONCRETE PIPE G.B. GRADE BREAK RGJ RUBBER GASKETED JOINT Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. 61 461 10 o N FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. co cam- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. 31 r: e}• Ts II II 11 ± w ;7cM M Lo IR FURNISH &INSTALL IRRIGATION CONDUIT Li Co 0) rN t_% z 0r III 11 11 11 et 25 01 c' Cl Q o '` 27 Q Q 28 0 '' 29 1 ,^ co Cl 0: 30 '0 TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE --- PROPOSED EDGE OF PAVEMENT OCURVE1 NUMBER FOR CURVE DESCRIPTION ALONG CURB SECTION DESIGNATION: OTAPER C4 SECTION LETTER A ITEM OF WORK - SEE SCHEDULE N IIIIIIIIII N c; CO N N N NI C3 La_ W V V- I I J-4 V LL 1 Cl 1 O ( -' -j C3 U LL J Lz -'. U Li W J W LZ W Z M W Ofli01 Mn WOOOag>_cm }d- O `t • Q QM M r t M ' `,N- , ' MM 2D 20 00'100) N CO Q 0i 0i M M I W Ne Q t03 f' N N tM to 9 to - w+-}- 3+ + i1j 3w+ OOi ¢ m++ w3+ C7 C p p Ln to MM 3 a000 00 Mi 0 0 O O C 0 0 W = > cq N +N 30' 30' M+ M s a i PP 0Q1 Q Q1 Q•c Q O Q1 s- O1cn 1 a aCnin vfQ•< w cn J t- QCOCn cvaa cSaQ mNN LaJNNLAI cir ¢ o mCnN a. u) 1 J LL I Lt. m La. W FAIR GARDEN WAY m W M w SEE SHEET 6 n OOO Li Li YO M DAVIS BRIDGE AVENUE M i0 O M WUJI Oj to Nj STA. 10+00.00 TO 14+90.30) J M tG SCALE: 1" = 50' HORIZONTAL KSS 10+00 11+00 12+00 13+00 14+00 STA. 10+00.00 TO 14+90.30) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 362 360 358 356 354 352 350 348 346 344 STA. 15+10.30 C.L. 100.40LT. _ STA. 16+15.00 F.L. P.R.C. / (MADE BREAK STA. 15+12.95 C.L. 87.05LT. _ STA. 16+01.30 F.L. 11 r 8' SEWER J J Q cnw a. U WOw dmv LECEN D: 13+00 14+00 15+00 ABBREVIATIONS STA. 10+00.00 TO 14+90.30) FL FLOWUNE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC eh POINT OF COMPOUND CURVATURE PIVC N N r R5-1" - DO NOT ENTER OF VERTICAL CURVE TP d' SDMH STORM DRAIN MANHOLE FC FINISH CONCRETE N i` h REINFORCED CONCRETE PIPE G.B. GRADE BREAK RGJ RUBBER GASKETED JOINT Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. EXISTING SURVEY MONUMENT O p a' FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. N FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. co cam- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. Wi4-2' - NO OUTLET r: e}• Ts r - CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS tt1 h PER C.O.B. STD. ST -7 (SEE DETAIL ON SHEET 4). IR FURNISH &INSTALL IRRIGATION CONDUIT PHASE BOUNDARY Ic FURNISH & INSTALL INTERCONNECT CONDUIT T63 Tg5 TR6 a e TRACT BOUNDARY FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE --- PROPOSED EDGE OF PAVEMENT OCURVE1 NUMBER FOR CURVE DESCRIPTION ALONG CURB SECTION DESIGNATION: OTAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB SECTION LETTER A ITEM OF WORK - SEE SCHEDULE A IIIIIIIIII W W W SECTION LINE SHEET SECTION IS LOCATED LL W W J W J W W W J W W W Ne W W w Y j LL: J W ti J LL LL Lt. m La. W m W M w n OOO Li Li YO M M i0 O M WUJI Oj to Nj J M tG coh o Lt. d, si. W tj N N cG I+j C7 t+0 tp M M of a SUNG OUND 0 t0 N N M ISTING OUND Q M CJ cb O m a va h N FQ-- 1'5 a.Q A cncc n Cn- Cn - C/)-- C9N m N - LAI W m W - ROPO FLOWIJJ E-- 0cn C6 v; L icn 2% S=0.46% 7S=0.757*S=-0.6 S=0.757o0.42% S- 311. 2.40' 0.46 S=0.37% PROPO SOU FLOWLI E C> 3 w L.s=o.46% PRO OSED SOUTH FLO NE M M MMM PROP SED NORTH FLOWL NE M Z W W W w W W W W W a a All 91 10+00 11+00 12+00 13+00 14+00 STA. 10+00.00 TO 14+90.30) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 362 360 358 356 354 352 350 348 346 344 STA. 15+10.30 C.L. 100.40LT. _ STA. 16+15.00 F.L. P.R.C. / (MADE BREAK STA. 15+12.95 C.L. 87.05LT. _ STA. 16+01.30 F.L. 11 r 8' SEWER J J Q cnw a. U WOw dmv 11+00 LECEN D: 13+00 14+00 15+00 ABBREVIATIONS STA. 10+00.00 TO 14+90.30) FL FLOWUNE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE PIVC N N R5-1" - DO NOT ENTER OF VERTICAL CURVE TP d' SDMH STORM DRAIN MANHOLE FC FINISH CONCRETE N i` h REINFORCED CONCRETE PIPE G.B. GRADE BREAK RGJ RUBBER GASKETED JOINT Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. EXISTING SURVEY MONUMENT O p S4-2" - WHEN CHILDREN ARE PRESENT FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. N FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. co cam- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. Wi4-2' - NO OUTLET r: e}• Ts r - CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. ST -7 (SEE DETAIL ON SHEET 4). IR FURNISH &INSTALL IRRIGATION CONDUIT PHASE BOUNDARY Ic FURNISH & INSTALL INTERCONNECT CONDUIT T63 Tg5 TR6 a e TRACT BOUNDARY FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE --- PROPOSED EDGE OF PAVEMENT OCURVE1 NUMBER FOR CURVE DESCRIPTION ALONG CURB SECTION DESIGNATION: OTAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB SECTION LETTER A ITEM OF WORK - SEE SCHEDULE A IIIIIIIIII W W W SECTION LINE SHEET SECTION IS LOCATED LL W W J W J W JW J W W W Ne W W Y j LL: U- ti J LL LL Lt. m La. m M n OOO YO M M i0 O M WUJI Oj to Nj OM tG N m d, si. CD M tj C7 t+0 t p of a SUNG OUND 0 N M ISTING OUND a va FQ-- 1'5 p_ A W n Cn- Cn - C/)-- C9N m N - LAI W m W - r S=-0 50% S=0.46% 7S=0.757*S=-0.6S= . S- 311. 2.40' 0.46 PROPO SOU FLOWLI E C> 3 L.s=o.46% PRO OSED SOUTH FLO NE MMM M M M Z W W W W W W W a a d' a Li 11+00 LECEN D: 13+00 14+00 15+00 ABBREVIATIONS STA. 10+00.00 TO 14+90.30) FL FLOWUNE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE PIVC POINT OF INTERSECTION TC TOP OF CURB R5-1" - DO NOT ENTER OF VERTICAL CURVE TP TOP OF PAVEMENT SDMH STORM DRAIN MANHOLE FC FINISH CONCRETE INV INVERT RCP REINFORCED CONCRETE PIPE G.B. GRADE BREAK RGJ RUBBER GASKETED JOINT Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. EXISTING SURVEY MONUMENT R81(CA)' - BIKE LANE S4-2" - WHEN CHILDREN ARE PRESENT FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL STREET UGIT -5800 LUMEN PER C.O.B. STD. ST -14. cam- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. 11+00 12+00 13+00 14+00 15+00 STA. 10+00.00 TO 14+90.30) SCALE: 1" = 50' HORIZONTAL SCALE: 1" 5' VERTICAL R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: 7:.M• '2 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION R1-1" _ STOP WI -7' - DOUBLE ARROW STORM DRAIN LINE R6-1' - ONE WAY WI -6" - SINGLE ARROW R5-1" - DO NOT ENTER W1-1" - CURVE ARROW SEE SEWER AND STORM DRAIN PLANS, STORM DRAIN MANHOLE R26(CA)' - No PARKING W3-3' - SIGNAL AHEAD R3 -5R" - RIGHT TURN ONLY 04' - STOP AHEAD SEE SEWER AND STORM DRAIN PLANS, CATCH BASIN R4-7' - KEEP RIGHT S5-2" - END SCHOOL ZONE R81(CA)' - BIKE LANE S4-2" - WHEN CHILDREN ARE PRESENT s SANITARY SEWER UNE W31(CA)" - END S4-3' - SCHOOL SEE SEWER AND STORM DRAIN PLANS, SEWER MANHOLE WI4-1" - DEAD END R2-1' - SPEED LIMIT 20 Wi4-2' - NO OUTLET SEE SEWER AND STORM DRAIN PLANS, SEWER CLEANOUT Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. ST -7 (SEE DETAIL ON SHEET 4). IR FURNISH &INSTALL IRRIGATION CONDUIT PHASE BOUNDARY Ic FURNISH & INSTALL INTERCONNECT CONDUIT T63 Tg5 TR6 a e TRACT BOUNDARY FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE --- PROPOSED EDGE OF PAVEMENT OCURVE1 NUMBER FOR CURVE DESCRIPTION ALONG CURB SECTION DESIGNATION: OTAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB SECTION LETTER A ITEM OF WORK - SEE SCHEDULE A IIIIIIIIII SECTION LINE SHEET SECTION IS LOCATED ii 360 358 356 354 352 350 348 346 344 342 CONSTRUCTION NOTES: r CONSTRUCT TYPE "B' CURB & GUTTER PER C.O.B. STD. ST -1. CONSTRUCT 5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. OCONSTRUCT HANDICAP RAMP PER CALTRANS z2049 -REVISED STANDARD PLAN R.S.P. A88A-CASE A - DETAIL B. PAINT 12' LIMIT UNE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. 0 CONSTRUCT 12' WIDE {MOSS GUTTER PER C.Q.B. STD. ST -17. COMPACT SUBGRADE TO 95% OF MAX. TO 12' BEYOND GUTTER UP TO A DEPTH OF W. INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY REMOVE AND SALVAGE SIGN WITH CONSRUCTION OF ADJACENT PHASE O INSTALL END -OF -STREET STANDARD TYPE Ill BARRICADE PER CALTRANS A73C CONSTRUCT 6' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND DRAIN PLANS AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B' A.C. OVER 0.80' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. OLD RIVER ROAD - PAVEMENT TO BE 045' TYPE "B' A.C. OVER 1.65' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 4 PANAMA LANE - PAVEMENT TO BE 0.45 TYPE 'B" A.C. OVER 1.65' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 5. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 6. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD UNLESS OTHERWISE NOTED. SCALE: 1"=50' 25 0 50 100 50 12.5 1. 1-6536 Ph 1 & 2 CITY RECORDS NO: IIIIIIIIII 9W29&IQ:Ilt l W,Lm STA. 10+00.00 C.L. MOSSY CREEK WAY STA. 15+38.00 C.L. FORT SANDERS AVENUE 24" DRAIN _ i1+00 I 12+00`- p~ ' 24" i-N 0 3 43 ,E_ 310.01 _ 4 s S o 0 8" 1 3 18" DRAIN ir, N K, 1 i Q M TVW 2u1 18 .M24 2.345 1 W w ! o o coIcis.: co r Z _ I csC3 L<' M< o imv+ JN5 , o o 44 i 2Q, 20, ivtQ-tQ-• v ow 25 2213a3omZ I FORT SANDERS AVENUE SEE SHEET 8 354 352 350 348 346 344 342 354 352 350 348 346 344 342 STA. 10+00.00 TO 13+10.01) SCALE: 1" = 50' HORIZONTAL BLOUNTSVILLE DRIVE DAVIS BRIDGE AVENUE BLOUNTSVILLE DRIVE SEE SHEET 7 SEE SHEET 5 SEE SHEET 7 a ti w I a tt a36 2 8 02 n n 1 i I a: tt 1 ci 8 v: 1 "' 1 o I q-3 0 1 ^ 1 cri oo `'Jo _'aro' '__H_ I 21 Jo I T 5' i 34 pa, w o,. oo , o 0 20 2Q cnQOOptOpN AVN 20' .20' JQ 1 o j J0+ Jo__ o0 5 cn oN I CoN C> w N Cl cscnp -- -- --- C> t 1 C.J CVrl- 00C) ZOO 2O O O N N ( co' W M a I 3Q 30 - 3 5 2 9 W N 44 c 20 cr_^z 33 0:, . Ir, HI A s r RAW 2 1, H,- S rw2 3 „ o r i - a_zu.N CNI. 5 3 , " 3 I " `V s 11 +00 ' " ' 12+00 8 SEWER s 13+0018DRAIN1 _ + N O'53 4 E 310.00--_ _ _ _ _ _ l Y. IN I H A 5 r 4 5 1 , - N D -- D - 24" DRAIN D ,;, 1 1 .1IINTERSECTIONIzA2 STA. 10+00.00 C.L. FAIR GARDEN WAY = ¢ INTERSECTION iYER o , w ? uj STA. 13+10.00 C.L. FAIR GARDEN WAY = C) STA. 12+89.15 C.L. BLOUNTSVILLE DRIVE 1 r., ,,_ _, o o I U) +, INTERSECTION I o - - - - - - - I STA. 12+90.30 C.L. DAMS BRIDGE AVENUE STA. 13+10.01 C.L MOSSY CREEK WAY = _ 3 2 <C M ow -- -- -- --- i STA. 14+84.15 C.L. BLOUNTSVILLE DRIVE - Ned• N W 3cn 1 T 5' 1 24 30 $ 5' 1 oo 1 4 5 co ci , 5 18N { N 20' 20' 2 20 ,2a I N 30 30 20'2a' i --- -- - g` - __ -- -- -_-- 1 ' . , --__ 0 1--- o- -- - -- -- -- --- 0 Clo---- -- -- -- --- , + C> n 1 d" O O N N o cn o , I , d d iv~ic~n mv~iw v, i 47 33 31 1hv' i I 3 1 I 2 1 x BLOUNTSVILLE DRIVE SEE SHEET 7 BLOUNTSVILLE DRIVE DAVIS BRIDGE AVENUE SEE SHEET 7 SEE SHEET 5 10+00 11+00 12+00 STA. 10+00.00 TO 13+10.01) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL usnr N co 350 352 348 350 346 348 354 Pli 342 352ul END VERTICAL CURVE BCR BEGIN CURB RETURN Pi M ECR en POINT OF REVERSE CURVATURE 350 348 BEGIN CURVE PCC POINT OF COMPOUND CURVATURE PIVC POINT OF INTERSECTION TC 346 END OF VERTICAL CURVE TP TOP OF PAVEMENT SDMH LH FINISH CONCRETE EXISTING F_ GR ND 0 Jwu G.B. GRADE BREAK RGJ RUBBER GASKETED ANT Q co EXISTING SURVEY MONUMENT FURNISH & INSTAL_ INTERCONNECT CONDUIT O FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. o-- FURNISH & INSTALL STREET UGIT --5800 LUMEN PER C.O.B. STD. ST -14. LL O Z ww w PROPOSED OWUNE OA ITEM OF WORK - SEE SCHEDULE Cl 00 M n wcn0 o IV mm+Jc l' PRDPOSED U Q PROPOSFLO 02walot m @I w to at-Q w md Qi--O 00 0 v in Z o w 0.30% Sz0.26% la1 f- to S=-0.2577. 7PROPDSED, WET FLOWLI E N 11--Z 10+00 11+00 12+00 STA. 10+00.00 TO 13+10.01) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 354 352 350 348 346 344 342 356 usnr 354 350 352 348 350 346 348 354 Pli 342 352ul END VERTICAL CURVE BCR BEGIN CURB RETURN Pi POINT OF INTERSECTION ECR en POINT OF REVERSE CURVATURE 350 348 BEGIN CURVE PCC POINT OF COMPOUND CURVATURE PIVC POINT OF INTERSECTION TC 346 END OF VERTICAL CURVE TP TOP OF PAVEMENT SDMH 344 FINISH CONCRETE INV INVERT RCP REINFORCED CONCRETE PIPE G.B. GRADE BREAK RGJ RUBBER GASKETED ANT Q co M> II wLl EXISTING SURVEY MONUMENT FURNISH & INSTAL_ INTERCONNECT CONDUIT FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. o-- FURNISH & INSTALL STREET UGIT --5800 LUMEN PER C.O.B. STD. ST -14. LL O Z ww w PROPOSED OWUNE OA ITEM OF WORK - SEE SCHEDULE 00 M n wcn0 o I mm+Jc l' PRDPOSED FLOWLINE PROPOSFLO 02walot @Iat-Q w md Qi--O 00 0 v in Z o w 0.30% la1 f- to S=-0.2577. PROPOSED EAST FLOWLINE N 11--Z 354 352 350 348 346 344 342 356 usnr 354 350 352 348 350 346 348 354 346 342 352ul END VERTICAL CURVE BCR BEGIN CURB RETURN Pi POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE 350 348 BEGIN CURVE PCC POINT OF COMPOUND CURVATURE PIVC POINT OF INTERSECTION TC 346 END OF VERTICAL CURVE TP TOP OF PAVEMENT SDMH 344 FINISH CONCRETE INV INVERT RCP REINFORCED CONCRETE PIPE 354 356 352 354 350 352 348 350 346 348 344 346 342 344 10+00 11+00 12+00 13+00 STA. 10+00.00 TO 13+10.01) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL Ri-1LEGEND.- EGEND: ABBREVIATIONS N FURNISH & INSTALL TRAFFIC ABBREVIATIONS R1-1' FL FLOWLNE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVA11ON EVC END VERTICAL CURVE BCR BEGIN CURB RETURN Pi POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE PIVC POINT OF INTERSECTION TC TOP OF CURB END OF VERTICAL CURVE TP TOP OF PAVEMENT SDMH STORM DRAIN MANHOLE FC FINISH CONCRETE INV INVERT RCP REINFORCED CONCRETE PIPE G.B. GRADE BREAK RGJ RUBBER GASKETED ANT Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. iC EXISTING SURVEY MONUMENT FURNISH & INSTAL_ INTERCONNECT CONDUIT FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. o-- FURNISH & INSTALL STREET UGIT --5800 LUMEN PER C.O.B. STD. ST -14. cam- FURNISH & INSTALL STREET LIGHT --9500 LUMEN PER C.O.B. STD. ST -14. Ri-1 GUTTER N FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: R1-1' STOP W1-7" - DOUBLE ARROW R6-1" ONE WAY Wt -6' - SINGLE ARROW R5-1' DO NOT ENTER W1-1' - CURVE ARROW R26(CA)" NO PARKING W3-3' - SIGNAL AHEAD R3 -5R' RIGHT TURN ONLY W3-1" - STOP AHEAD R4-7" KEEP RIGHT S5-2" - END SCHOOLZONE RB1(CA)' BIKE LANE S4-2" - WHEN CHILDREN ARE PRESENT W31(CA)- END S4-3' - SCHOOL W14-1" DEAD END R2-1' - SPEED LIMIT 20 W14-2" NO OUTLET Ts W FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT IR FURNISH & INSTAL_ IRRIGATION CONDUIT iC FURNISH & INSTAL_ INTERCONNECT CONDUIT T63 TR5 T5 FURNISH & INSTAL_ SPLICE BOX FOR INTERCONNECT w TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE W O CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB OTAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB OA ITEM OF WORK - SEE SCHEDULE A A jj :4 11 STA. 10+00.00 TO 13+10.00) SCALE: 1" = 50' HORIZONTAL cRos GUTTER N STORM DRAIN UNE 0 SEE SEWER AND STORM DRAIN PLANS, STORM DRAIN MANHOLE 2 SEE SEWER AND STORM DRAIN PLANS, CATCH BASIN g SANITARY SEWER UNE t t cc w M 0 d0• lw C6 M PER C.O.B. STD. ST -7. (SEE DETAIL ON MEET 4) uj d- M PHASE BOUNDARY TRACT BOUNDARY PROPOSED EDGE OF PAVEMENT SECTION D S AT10N: CTION LETTER SECTION LINE SHEET SECTION IS LOCATED W Lq w W W 00 M n I PRDPOSED FLOWLINE PROPOSFLO NE @I la1 f- to m N 11--Z i PR POSED EAST FLOWLINE S-=0.61% S=O. PRO OSED WE ST FLOWl JNE S=0.61% 10+00 11+00 12+00 STA. 10+00.00 TO 13+10.00) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 356 354 352 350 348 346 344 13+00 13+50 10+00 11+00 12+00 STA. 10+00.00 TO 13+10.00) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL To • 363.2 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION o STORM DRAIN UNE 0 SEE SEWER AND STORM DRAIN PLANS, STORM DRAIN MANHOLE 2 SEE SEWER AND STORM DRAIN PLANS, CATCH BASIN g SANITARY SEWER UNE t t SEE SEWER AND STORM DRAIN PLANS, SEWER MANHOLE 0 SEE SEWER AND STORM DRAIN PLANS, SEWER CLEANOUT CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WtiflNGS PER C.O.B. STD. ST -7. (SEE DETAIL ON MEET 4) uj d- M PHASE BOUNDARY TRACT BOUNDARY PROPOSED EDGE OF PAVEMENT SECTION D S AT10N: CTION LETTER SECTION LINE SHEET SECTION IS LOCATED Lq W Gi 0 PRDPOSED FLOWLINE @IWi i PR POSED EAST FLOWLINE 10+00 11+00 12+00 STA. 10+00.00 TO 13+10.00) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL To • 363.2 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION STORM DRAIN UNE 0 SEE SEWER AND STORM DRAIN PLANS, STORM DRAIN MANHOLE 2 SEE SEWER AND STORM DRAIN PLANS, CATCH BASIN g SANITARY SEWER UNE t t SEE SEWER AND STORM DRAIN PLANS, SEWER MANHOLE 0 SEE SEWER AND STORM DRAIN PLANS, SEWER CLEANOUT CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WtiflNGS PER C.O.B. STD. ST -7. (SEE DETAIL ON MEET 4) PHASE BOUNDARY TRACT BOUNDARY PROPOSED EDGE OF PAVEMENT SECTION D S AT10N: CTION LETTER SECTION LINE SHEET SECTION IS LOCATED 356 354 352 350 348 346 344 13+00 13+50 CONSTRUCTION NOTES: CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. O CONSTRUCT 5' COMBINATION SIDEWALK PER O C.O.B. STD. ST -3. CONSTRUCT HANDICAP RAMP PER CALTRANSWiEVISED STANDARD PLAN R.S.P. A88A-CASE A DETAIL B. PAINT 12" LIMIT UNE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND GUTTER UP TO A DEPTH OF 12". INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY L/ OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY REMOVE AND SALVAGE SIGN WITH CONSRUCTION OF ADJACENT PHASE t! / INSTALL END -OF -STREET STANDARD TYPE III BARRICADE PER CALTRANS A73C V CONSTRUCT 6' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. NOTES.- 1. OTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND DRAIN PLANS AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE 'B' A.C. OVER 0.80' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. OLD RIVER ROAD - PAVEMENT TO BE 0.45' TYPE 'B' A.C. OVER 1.65' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 4. PANAMA LANE - PAVEMENT TO BE 0.45' TYPE *B* A.C. OVER 1.65' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 5. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. SID. D-14, UNLESS NOTED OTHERWISE. 6. ALL STRIPING AND PAVEMENT MARKINGS MALL BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD UNLESS OTHERWISE NOTED. DOW - SCALE: 1 50' 25 0 50 100 50 12.5 1. 1-6536 Ph 1 & 2 CITY RECORDS NO: @I r H A , E 2 z, Li 1oc t- `` W - `` at 1 3 1 3CURVETABLEt h m - 1 ttrWNnQNO M • Q 0'4 CURVE RADIUS LENGTH TANGENT DELTA n N + + a N + + + C1 20.00' 31.42' 20.00' 90'00'00" °' 1 J o 0 1 0 1 V. C2 35.00' 27.13' 14.29' 44*24'55" ® v' 39 W o v' 3 7 36Cf N u') C3 42.00' 197.06' 42.87' 268'49'50 cnI o + t 1QjrJ C4 30.00' 47.30' 30.17' 90'19'52" + 1 a w I Li N C5 30.00' 46.95' 29.83' 89'40'08" N I r co NN ti-cn Li 1 5 R/W cni- C3 C2 O CO B 10+00 r S 89*16'21" E 289.15' 11+00 C-4 STATION TABLE 6" SEWERS STA. "A": q INTERSECTION ® C277 STA. 12+89.15 C.L. BLOUNTSVILLE DRIVE STA. 10+00.00 C.L. FAIR GARDEN WAY -- - o U- M 2 Li /W STA. B: q INTERSECTION z 1 Q ooI STA. 14+84.15 C.L. BLOUNTSVILLE DRIVE _ D Nit w STA. 13+10.01 C.L. MOSSY CREEK WAY C,L m 41 M t- L` 11 Q + + 1-- ov g o 1 n 1 M40 N 42 43 J _J -j J J J - ULA<0LL U- 1 w 1 Zca >' 6 co r* Ki ¢ ri >- , 4 T--, 00 t ++ a+++ o+,,+ 1 zo + 00 00_ ciI ex i H A 360 358 356 354 352 350 348 346 344 360 358 356 354 352 350 348 346 344 PA R/W FAIR GARDEN WAY SEE SHEET 6 t 111 N 19 11 1 t 8 r) _r 1i A ij 17+00 _ + _ 18 00 S 89'O6'16 _E_ 779.20' _ 19+00 M055Y CREEK WAY SEE = HEBLOUNTSVILLE DRIVE STA. 10+00.00 TO 22+63.35) SCALE: t" = 50' HORIZONTAL P H A S E i 21+00 I t I Q 11 o I 0 ® m n O Q d+- II II II II• I I II II II, OLD RIVER ROAD SEE SHEET 10 111 I I r I C I 1 W TRACT m I n j I 11 V t EXISTING 27* t I) oa I o 0 SECTION I J cc SCALE.- 1"-10' r0 3 t--'. 2 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION 2 CONSTRUCT 5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. O I O R1-1 R6-1" W IN1-7 - DOUBLE ARROWSTORM mo DRAIN UNE CONSTRUCT HANDICAP RAMP PER CALIRANS 8f8• REVISED vC3 FL FLOWUNE POVC POINT ON VERTICAL CURVE C:)+ W1-6" - SINGLE ARROW I O I N .-- IZin BEGIN VERTICAL CURVE R5-1' DO NOT ENTER W1-1' - CURVE ARROW I I in I t I Q 11 o I 0 ® m n O Q d+- II II II II• I I II II II, OLD RIVER ROAD SEE SHEET 10 UL.F 1\LJJLV I." GLL Y.-J•TT.G/ 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 STA. 10+00.00 TO 22+63.35) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 5' 3 5' r z 1 W TRACT m I n 5824 o , 2 t EXISTING 27* GROUND DAYLIGHT 5' WIDE Ln GUTTER B SECTION 7 SCALE.- 1"-10' r0 3 t--'. 2 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION 2 CONSTRUCT 5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. O i® R1-1 R6-1" STOP IN1-7 - DOUBLE ARROWSTORM DRAIN UNE CONSTRUCT HANDICAP RAMP PER CALIRANS 8f8• REVISEDFLFLOWUNEPOVCPOINTONVERTICALCURVEONEWAYW1-6" - SINGLE ARROW O STANDARD PLAN R.S.P. A8$A-CASE A DETAIL B. CL CENTERLINE BVC BEGIN VERTICAL CURVE R5-1' DO NOT ENTER W1-1' - CURVE ARROW 0 SEE SEWER AND STORM DRAIN PLANS, STORM DRAIN MANHOLE PAINT 12" LIMIT UNE USING THERMOPLASTIC PAINT PER CALTRANSELEVENATIONEVCENDVERTICALCURVER26(CA)" NO PARKING W3-3'- SIGNAL AHEAD STANDARD SPECIFICATION PTH-02ALKYD. 4_ BEGIN CURB RETURN PI POINT OF INTERSECTION R3 -5R" RIGHT TURN ONLY W3-1' - STOP AHEAD 0--r SEE SEWER AND STORM DRAIN PLANS, CATCH BASIN rj CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. COMPACT S1BGRADEECRENDCURBRETURNPRCPOINTOFREVERSECURVATURER4-7' KEEP RIGHT S5-2' - END SCHOOL ZONE TO 95% OF MAX. TO 12" BEYOND GUTTER UP TO A DEPTH OF 12". BC PIVC BEGIN CURVE PCC PONT OF INTERSECTION TC POINT OF COMPOUND CURVATURE TC' OF CURB R81(CA)" W3i(CA) M S4-2" - WHEN CHILDREN ARE PRESENT S4-3 s 06 INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY C6 @IIIIIIIII M M SCHOOL R2-1 0 O OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY TP TOP OF PAVEMENT 3 DEAD END SPEED LIMIT 20 REMOVE AND SALVAGE SIGN WITH CONSRUCTION OF ADJACENT PHASE d+' W I W14-2" NO OUTLET SEE SEWER AND STORM DRAIN PLANS, SEWER CLEANOUT O INSTALL END -OF -STREET STANDARD TYPE III BARRICADE PER CALTRANS A73C INV INVERT RCP REINFORCED CONCRETE PIPE Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS W G.B. L LH.-. cd co o Z I¢ Ln Q FURNISH &INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. IRFURNISH INSTALL IRRIGATION CONDUIT PHA BOUNDARY NOTES: 1c FURNISH &INSTALL INTERCONNECT CONDUIT w TB3 TR5 W TRACT BOUNDARY 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND DRAIN PLANS AND DETAILS. w FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. w PROPOSED EDGE OF PAVEMENT 2. LOCAL STREET'S - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.80' AGGREGATE OVERO.G. TO BE COMPACTED TO 95% RELATIVE DENSITY SCALE: 1 50 M W INSTALL METRO STREET M Q CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB ca PER STD. ST -9. 50.00' W M w I c>- FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STD. ST -14 M la- N 0 TAPER NUMBER FCXt TAPER DESCRIPTION ALONG CURB OQ t0 BASE OVER 0. COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY 25 0 50 100 AO ITEM OF WORK - SEE SCHEDULE LJ+: A PER C.O.B. STD. ST -9. cam- d- LUMEN PER C.O.B. STD. ST -14. SECTION LINE 4. PANAMA LANE - PAVEMENT TO BE 0.45' TYPE 'B" A.C.OVER 1.65 ' AGGREGATE 4Li a? b N BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY 50 12.5 VE T. CURVE: SHEET SECTION IS LOCATED 5. ALL CATCH BASINS TO BE TYPE 'A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, O I M UNLESS NOTED OTHERWISE. to C-4 00 cc 6. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC PAINT PER 1.1-6536 Ph 1 2 Y 117-- 00 CALTRANS STANDARD SPECIFICATION PTH-02ALKYD UNLESS OTHERWISE NOTED. m W Ltd jLOw J Lu m Lq 00 II MJ li Li ww O 0) LZ If%- I W CD W LI_ co ti 00' W o N C W J O= C.i J 0.m 06 co WtM Ip N MN N M 4 N Li W h C9 cn M 4 cA O o O C*4 m N W to W MMM TING MOUND U- N N N d a EXISTING PROPOSEDFLOWM.I GROUND E Q a ca a'>- U W w N O O PR OSED OWUNE M M M cp M O W W r=- N CL n n Wit- C9 N M M w w w IsiviMoWISTINGOUND0 LLJ W 1 t- Q t n a I TING q2 OSED ND OWUNE N r- wq w M w 1 0. N 1.50%• i Lt_ i P OPOSED FLOWLINE a Lqq Wtn cn v~i WWW Lei w m w 5=0.51 Fc a R5 0.90 s=-o 8=0.92 0 cm a w g- 0. 0.51 % S=-0.2 L`1 V T- 31.42' 31.42 47.30' V_ ci S=0.1% 5o S=0.5Z'SS 0.22% m cn a cn a 1• PROPOSED NORTH OWLINE 31.42j' ST 14+5915, F.L. N MAL F. ELEV.= 44' UL.F 1\LJJLV I." GLL Y.-J•TT.G/ 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 STA. 10+00.00 TO 22+63.35) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 10+00 11+00 12+00 13+00 14+00 15+00 16+00 STA. 10+00.00 TO 22+63.35) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 5' 3 5' r z 1 W TRACT m I n 5824 o , 2 t EXISTING 27* GROUND DAYLIGHT 5' WIDETOEXISTINGSIDEWALK PROPOSED CURB GUTTER B SECTION 7 SCALE.- 1"-10' r0 3 t--'. 2 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION 2 CONSTRUCT 5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. O i® R1-1 R6-1" STOP IN1-7 - DOUBLE ARROWSTORM DRAIN UNE CONSTRUCT HANDICAP RAMP PER CALIRANS 8f8• REVISEDFLFLOWUNEPOVCPOINTONVERTICALCURVEONEWAYW1-6" - SINGLE ARROW O STANDARD PLAN R.S.P. A8$A-CASE A DETAIL B. CL CENTERLINE BVC BEGIN VERTICAL CURVE R5-1' DO NOT ENTER W1-1' - CURVE ARROW 0 SEE SEWER AND STORM DRAIN PLANS, STORM DRAIN MANHOLE PAINT 12" LIMIT UNE USING THERMOPLASTIC PAINT PER CALTRANSELEVENATIONEVCENDVERTICALCURVER26(CA)" NO PARKING W3-3'- SIGNAL AHEAD STANDARD SPECIFICATION PTH-02ALKYD. 4_ BEGIN CURB RETURN PI POINT OF INTERSECTION R3 -5R" RIGHT TURN ONLY W3-1' - STOP AHEAD 0--r SEE SEWER AND STORM DRAIN PLANS, CATCH BASIN rj CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. COMPACT S1BGRADEECRENDCURBRETURNPRCPOINTOFREVERSECURVATURER4-7' KEEP RIGHT S5-2' - END SCHOOL ZONE TO 95% OF MAX. TO 12" BEYOND GUTTER UP TO A DEPTH OF 12". BC PIVC BEGIN CURVE PCC PONT OF INTERSECTION TC POINT OF COMPOUND CURVATURE TC' OF CURB R81(CA)" W3i(CA) M S4-2" - WHEN CHILDREN ARE PRESENT S4-3 s SANITARY UNE INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY C6 @IIIIIIIII OF VERTICAL CURVE M SCHOOL R2-1 4 O OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY TP TOP OF PAVEMENT M DEAD END SPEED LIMIT 20 REMOVE AND SALVAGE SIGN WITH CONSRUCTION OF ADJACENT PHASE d+' W I W14-2" NO OUTLET SEE SEWER AND STORM DRAIN PLANS, SEWER CLEANOUT O INSTALL END -OF -STREET STANDARD TYPE III BARRICADE PER CALTRANS A73C INV INVERT RCP REINFORCED CONCRETE PIPE Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS 0 CONSTRUCT 6' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. G.B. GRADE BREAK RGJ LH.-. PER C.O.B. STD. ST -7 (SEE DETAIL ON SHEET 4) Ln Q FURNISH &INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. IRFURNISH INSTALL IRRIGATION CONDUIT PHA BOUNDARY NOTES: 1c FURNISH &INSTALL INTERCONNECT CONDUIT EXISTING SURVEY MONUMENT TB3 TR5 TRACT BOUNDARY 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND DRAIN PLANS AND DETAILS. w FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. TRs W PROPOSED EDGE OF PAVEMENT 2. LOCAL STREET'S - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.80' AGGREGATE OVERO.G. TO BE COMPACTED TO 95% RELATIVE DENSITY SCALE: 1 50 M W INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. W CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB SECTION DESIGNATION: PER STD. ST -9. W M w I c>- FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STD. ST -14 M la- N 0 TAPER NUMBER FCXt TAPER DESCRIPTION ALONG CURB OQ t0 BASE OVER 0. COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY 25 0 50 100 AO ITEM OF WORK - SEE SCHEDULE A PER C.O.B. STD. ST -9. cam- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. SECTION LINE 4. PANAMA LANE - PAVEMENT TO BE 0.45' TYPE 'B" A.C.OVER 1.65 ' AGGREGATE 4Li a? b N BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY 50 12.5 PER C.O.B. STD. ST -9. SHEET SECTION IS LOCATED 5. ALL CATCH BASINS TO BE TYPE 'A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, O I M UNLESS NOTED OTHERWISE. 6. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC PAINT PER 1.1-6536 Ph 1 2 Y 117-- 00 CALTRANS STANDARD SPECIFICATION PTH-02ALKYD UNLESS OTHERWISE NOTED. m W Ltd jLOw J m 00 II MJ li Li ww O 0) LZ If%- I W W W o N N> J O= C.i J 06 co WtM Ip N MN M 4 Li h C9 cn I¢- a 4 cA O o O C*4 m N M to MMM TING MOUND N d a EXISTING PROPOSEDFLOWM.I GROUND E Q a a'>- w N PR OSED OWUNE r=- N CL n n Wit- M M w w r LLJ W 0. 1% 1.50%• mN a V Lqq WtnS=-0.2 Lei w m w 5=0.51 0.90 s=-o 0. 31.42' 31.42 10+00 11+00 12+00 13+00 14+00 15+00 16+00 STA. 10+00.00 TO 22+63.35) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL miIij 18+00 i Nulty 22+00 360 358 354 352 350 348 346 344 360 358 356 354 352 350 348 346 344 5' 3 5' r z 1 W TRACT m I n 5824 o , 2 t EXISTING 27* GROUND DAYLIGHT 5' WIDETOEXISTINGSIDEWALK PROPOSED CURB GUTTER B SECTION 7 SCALE.- 1"-10' miIij 18+00 i Nulty 22+00 360 358 354 352 350 348 346 344 360 358 356 354 352 350 348 346 344 CITY RECORDS NO: CONSTRUCTION NOTES: LEGEND.- R11 -1O1 CONSTRUCT TYPE 'B" CURB & GUTTER PER C.O.B. STD. ST -1. ABBREVIATIONS FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: r0 3 t--'. 2 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION 2 CONSTRUCT 5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. O i® R1-1 R6-1" STOP IN1-7 - DOUBLE ARROWSTORM DRAIN UNE CONSTRUCT HANDICAP RAMP PER CALIRANS 8f8• REVISEDFLFLOWUNEPOVCPOINTONVERTICALCURVEONEWAYW1-6" - SINGLE ARROW O STANDARD PLAN R.S.P. A8$A-CASE A DETAIL B. CL CENTERLINE BVC BEGIN VERTICAL CURVE R5-1' DO NOT ENTER W1-1' - CURVE ARROW 0 SEE SEWER AND STORM DRAIN PLANS, STORM DRAIN MANHOLE PAINT 12" LIMIT UNE USING THERMOPLASTIC PAINT PER CALTRANSELEVENATIONEVCENDVERTICALCURVER26(CA)" NO PARKING W3-3'- SIGNAL AHEAD STANDARD SPECIFICATION PTH-02ALKYD. BCR BEGIN CURB RETURN PI POINT OF INTERSECTION R3 -5R" RIGHT TURN ONLY W3-1' - STOP AHEAD 0--r SEE SEWER AND STORM DRAIN PLANS, CATCH BASIN rj CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. COMPACT S1BGRADEECRENDCURBRETURNPRCPOINTOFREVERSECURVATURER4-7' KEEP RIGHT S5-2' - END SCHOOL ZONE TO 95% OF MAX. TO 12" BEYOND GUTTER UP TO A DEPTH OF 12". BC PIVC BEGIN CURVE PCC PONT OF INTERSECTION TC POINT OF COMPOUND CURVATURE TC' OF CURB R81(CA)" W3i(CA) BIKE LANE END S4-2" - WHEN CHILDREN ARE PRESENT S4-3 s SANITARY UNE INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY @IIIIIIIII OF VERTICAL CURVE SCHOOL R2-1 4 SEE SEWER AND STORM DRAIN PLANS, SEWER MANHOLE OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY TP TOP OF PAVEMENT W14-1 DEAD END SPEED LIMIT 20 REMOVE AND SALVAGE SIGN WITH CONSRUCTION OF ADJACENT PHASE SDMH STORM DRAIN MANHOLE FC FINISH CONCRETE W14-2" NO OUTLET SEE SEWER AND STORM DRAIN PLANS, SEWER CLEANOUT O INSTALL END -OF -STREET STANDARD TYPE III BARRICADE PER CALTRANS A73C INV INVERT RCP REINFORCED CONCRETE PIPE Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS 0 CONSTRUCT 6' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. G.B. GRADE BREAK RGJ RUBBER GASKETED JOINT PER C.O.B. STD. ST -7 (SEE DETAIL ON SHEET 4) Q FURNISH &INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. IRFURNISH INSTALL IRRIGATION CONDUIT PHA BOUNDARY NOTES: 1c FURNISH &INSTALL INTERCONNECT CONDUIT EXISTING SURVEY MONUMENT TB3 TR5 TRACT BOUNDARY 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND DRAIN PLANS AND DETAILS. FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. TRs FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT® TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE PROPOSED EDGE OF PAVEMENT 2. LOCAL STREET'S - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.80' AGGREGATE OVERO.G. TO BE COMPACTED TO 95% RELATIVE DENSITY SCALE: 1 50 FURNISH INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. 1 CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB SECTION DESIGNATION: PER STD. ST -9. 3. OLD RIVER ROAD -PAVEMENT TO BE 0.45' TYPE "B" A.C. OVER 1.65' AGGREGATE c>- FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STD. ST -14 O TAPER NUMBER FCXt TAPER DESCRIPTION ALONG CURB ON LETTER BASE OVER 0. COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY 25 0 50 100 AO ITEM OF WORK - SEE SCHEDULE A PER C.O.B. STD. ST -9. cam- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. SECTION LINE 4. PANAMA LANE - PAVEMENT TO BE 0.45' TYPE 'B" A.C.OVER 1.65 ' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY 50 12.5 PER C.O.B. STD. ST -9. SHEET SECTION IS LOCATED 5. ALL CATCH BASINS TO BE TYPE 'A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 6. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC PAINT PER 1.1-6536 Ph 1 2CALTRANSSTANDARDSPECIFICATIONPTH-02ALKYD UNLESS OTHERWISE NOTED. CITY RECORDS NO: @IIIIIIIII r' H r I 1 in ,; TEMPORARY TURNAROUND DESIGNED PER CITY OF BAKERSFIELD PLATE T-14 PER DOC. # 000215105211 358 356 354 352 350 348 346 344 342 340 358 356 354 352 350 348 346 344 342 r R 1\ r r J8 2 _41 I I 0 MOSSY CREEK WAY j- H A OLD RIVER ROAD SEE SHEET 6 SEE SHEET 10 47-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- I Q Q Q Q Q .q[ Q Q u: tit LLJ 1+- i ''- 3 i ' i 3 1 3 ! t 3 1 3 1 3 ! 3 CL _ 1'`'00 C I I -' 1 N I I d 1 ' 1 ' I ' ! m Oo c:> a, O 00 p w •C5 f-, 1000 p p p tG p tG p p -' 4 00 p* Q O cc O tM t • O n I IO pp Ve C4 v- CNI 04C7 oI- s LL: 24 25 26 27 28 29 30 3 1 32 m Co 34 J C> 06 II0 n + r. ji JI iii 1 1 I -tl i _j1 N N rn J 1 u:I til 1 I I i 'il tj-1 1¢ i+ W Jt•- > cn O = N M dam, co 00 N to iN 33 Ictcoh! 00 0+01 01 0l CA ±1 m 41 NI `41 loo C1 16+00 ` "' 17+00 18+00 S 89'0617 E 661.99' 19+00 20+00 21+00 C2 C3 I i - - - - -i--- - - -- - - - I--- - - - - - - - -}-- - - I---- - + - IsssssssSTA. 22+71.77, F.L. Ln N M 8" SEWER 6' SEWER C2 I T r- r-PLcLiR,- 4 - aM 4 - 4 4 _ 01 of of of of of of of of o1o' of 01 0l RI1. o1 0' of 3 -' Z I Ki "i Ki Ki r i Ki r7 r i Ki "i z G 11 -+' to 00 O to co to h Do ao 0) rn S N 11 11 ( m F- 3<1 0::¢1 ¢i at ai ac! ¢1 ¢1 Qi ai io !` 0 45 '' 44 43 42 '' 41 40 3 9 '' 3 8 3 7 ' o N 35 a 3N N M Q_ j j I 3 l cnvLL: u: I t u: I tz: I ti I I I I '': 1 w v ti u: l I o"o o I o I o I o ( C I C 1 o I o I o I _m o J rQOOr0OOOCoOOOOtytQ ': IWCOaoQoo > txi >' 00 >" 00 >' 00 >' oo >' ad >- ad >- ao O >- Mti t r-- QQ. ¢M Q p Q ¢pp ¢ QO Q Q .=cac6 COrri ._ 3 3 3 3 3 9 n ip 1 1 '' 1 I -`' I 1 ! ;`' t 1 NN NN (® Ia.ara pa 1 O¢ 1 pa I pa I pa t OQ i pa I pa i O.¢ ipa o paNcnNtoN !! N N m 0 In O. to MIN10- ®®e®se Elm ® s®I®®L __LIN sig ®EE ME TRACT BOUNDARY - OLD RIVER ROAD A 6 8 2 SEE SHEET 10T-R---A/-(,..-*-T sazs FORT SANDERS AVENUE STA. 10+00.00 TO 22+71.77) grAI F- 1" = Fin' HOR17ONTAI 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 STA. 10+00.00 TO 22+71.77) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 19+00 20+00 NUI 15+00 16+00 17+00 18+00 19+00 STA. 10+00.00 TO 22+71.77) LEGEND.- EGEND: ABBREVIATIONS SCALE: 1" = 50' HORIZONTAL ABBREVIATIONS CURVE TABLE TA9.1m. 2 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION FL FLOWIJNE POVC POINT ON VERTICAL CURVE STORM DRAIN UNE R6-1" - ONE WAY Wt -6" - SINGLE ARROW CL CENTERLINE BVC BEGIN VERTICAL CURVE CURVE RADIUS LENGTH W3-3" - SIGNAL AHEADTANGENTDELTA R3 -5R" - RIGHT TURN ONLY ELEV ELEVATION EVC END VERTICAL CURVE SEE SEWER AND STORM DRAIN PLANS, CATCH BARN R4-7" - KEEP RIGHT S5-2' - END SCHOOL ZONE R81(CA)' - BIKE LANE S4-2" - WHEN CHILDREN ARE PRESENT BCR BEGIN CURB RETURN PI POINT OF INTERSECTION C1 20.00' 31.42' SEE SEAR AND STORM GRAIN PLANS, SEWER MANHOLE 20.00' 90 0'00' TEMPORARY TEMPORARY TURN AROUND 35.00' 27.13' Ts 14.29' 44'24'55' CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS BC BEGIN CURVE PCC POINT 06 COMPOUND CURVATURE PER C.O.B. STD. ST -7 (SEE DETAIL ON S'IIEET 4). IR FURNISH &INSTALL IRRIGATION CONDUIT PIVC POINT 06 INTERSECTION TC TOP OF CURB C3 42.00' 197.06' 40 268049'50" s ® ® a TRACT BOUNDARY 06 VERTICAL CURVE TP TOP OF PAVEMENT TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE SDMH STORM DRAIN MANHOLE FC FINISH CONCRETE NUMBER FOR CURVE DESCRIPTION ALONG CURB SECTION DESIGNATION: Oj TAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB INV INVERT RCP REINFORCED CONCRETE PIPE ITEM OF WORK - SEE SCHEDULE IIIIIIIIII A G.B. GRADE BREAK RGJ RUBBER GASKETED JOINT SECTION LINE1 SHEET SECTION IS LOCATED Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. n EXISTING SURVEY MONUMENT tV Nch If) FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. Md- c7 - FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14. Y j 13 j hM cv M M II M m Q Y w t-oo N h M N M? d- w p ww m w Z M uiW M It J O M J w W Z J O o o LH w w W -' TING OUND 14 46 o EXISTING MOUND m 0 c ov, w r t-',_• PROPOSED OWLINE w i u_ w OPOSED FLOWLIN t` PROPOSEDFLOWIJ E 0° CL CL a a C ooo o 0 a m w o m LLI Q O vLq w am a_ 5 m w w o w tri 0.24% o W ¢ C.5 z O ed w a 0.24% 4:1 CD• IY N I S=0.44% MAX 4:1 0 w IY ci z v w L_31.42' L=31.42 N3 PROPOSED NOR FLO NE 5=0.44% 1 S= 009b S=-0.21% S=0 29 S S= 00i S-0.21% S=0 29% J_ PROPOSED NORTH FLOWLINd w I Z; U>i: w S UTH FLO NE w w 4 4 4 a 4 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 STA. 10+00.00 TO 22+71.77) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 19+00 20+00 NUI 9+00 10+00 11+00 12+00 13+00 15+00 16+00 17+00 18+00 19+00 STA. 10+00.00 TO 22+71.77) LEGEND.- EGEND: ABBREVIATIONS SCALE: 1" = 50' HORIZONTAL ABBREVIATIONS CURVE TABLE TA9.1m. 2 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION FL FLOWIJNE POVC POINT ON VERTICAL CURVE STORM DRAIN UNE R6-1" - ONE WAY Wt -6" - SINGLE ARROW CL CENTERLINE BVC BEGIN VERTICAL CURVE CURVE RADIUS LENGTH W3-3" - SIGNAL AHEADTANGENTDELTA R3 -5R" - RIGHT TURN ONLY ELEV ELEVATION EVC END VERTICAL CURVE SEE SEWER AND STORM DRAIN PLANS, CATCH BARN R4-7" - KEEP RIGHT S5-2' - END SCHOOL ZONE R81(CA)' - BIKE LANE S4-2" - WHEN CHILDREN ARE PRESENT BCR BEGIN CURB RETURN PI POINT OF INTERSECTION C1 20.00' 31.42' SEE SEAR AND STORM GRAIN PLANS, SEWER MANHOLE 20.00' 90 0'00' TEMPORARY TURN AROUND C2 35.00' 27.13' Ts 14.29' 44'24'55' CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS BC BEGIN CURVE PCC POINT 06 COMPOUND CURVATURE PER C.O.B. STD. ST -7 (SEE DETAIL ON S'IIEET 4). IR FURNISH &INSTALL IRRIGATION CONDUIT PIVC POINT 06 INTERSECTION TC TOP OF CURB C3 42.00' 197.06' 42.87' 268049'50" s ® ® a TRACT BOUNDARY 06 VERTICAL CURVE TP TOP OF PAVEMENT TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE SDMH STORM DRAIN MANHOLE FC FINISH CONCRETE NUMBER FOR CURVE DESCRIPTION ALONG CURB SECTION DESIGNATION: Oj TAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB INV INVERT RCP REINFORCED CONCRETE PIPE ITEM OF WORK - SEE SCHEDULE IIIIIIIIII A G.B. GRADE BREAK RGJ RUBBER GASKETED JOINT SECTION LINE1 SHEET SECTION IS LOCATED Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. n EXISTING SURVEY MONUMENT If) FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. c7 - FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14. 13 Mtn e!- M M w M Q t-oo N M N d- ww a w M It J O M o C' w TING OUND I ,wcem a 000 w orc w OPOSED FLOWLIN 0 w 0 V11 Q ter 0O a_ m m o -- o w M W ¢ w a 0.24% 4:1 0 w IY ci z v w 5=0.44% MAX S= 00i S-0.21% S=0 29% J_ PROPOSED S UTH FLO NE 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 STA. 10+00.00 TO 22+71.77) LEGEND.- EGEND: ABBREVIATIONS SCALE: 1" = 50' HORIZONTAL ABBREVIATIONS CURVE TABLE TA9.1m. 2 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION FL FLOWIJNE POVC POINT ON VERTICAL CURVE STORM DRAIN UNE R6-1" - ONE WAY Wt -6" - SINGLE ARROW CL CENTERLINE BVC BEGIN VERTICAL CURVE CURVE RADIUS LENGTH W3-3" - SIGNAL AHEADTANGENTDELTA R3 -5R" - RIGHT TURN ONLY ELEV ELEVATION EVC END VERTICAL CURVE SEE SEWER AND STORM DRAIN PLANS, CATCH BARN R4-7" - KEEP RIGHT S5-2' - END SCHOOL ZONE R81(CA)' - BIKE LANE S4-2" - WHEN CHILDREN ARE PRESENT BCR BEGIN CURB RETURN PI POINT OF INTERSECTION C1 20.00' 31.42' SEE SEAR AND STORM GRAIN PLANS, SEWER MANHOLE 20.00' 90 0'00' ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE C2 35.00' 27.13' Ts 14.29' 44'24'55' CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS BC BEGIN CURVE PCC POINT 06 COMPOUND CURVATURE PER C.O.B. STD. ST -7 (SEE DETAIL ON S'IIEET 4). IR FURNISH &INSTALL IRRIGATION CONDUIT PIVC POINT 06 INTERSECTION TC TOP OF CURB C3 42.00' 197.06' 42.87' 268049'50" s ® ® a TRACT BOUNDARY 06 VERTICAL CURVE TP TOP OF PAVEMENT TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE SDMH STORM DRAIN MANHOLE FC FINISH CONCRETE NUMBER FOR CURVE DESCRIPTION ALONG CURB SECTION DESIGNATION: Oj TAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB INV INVERT RCP REINFORCED CONCRETE PIPE ITEM OF WORK - SEE SCHEDULE IIIIIIIIII A G.B. GRADE BREAK RGJ RUBBER GASKETED JOINT SECTION LINE1 SHEET SECTION IS LOCATED Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. c7 - FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14. 14+00 15+00 16+00 17+00 18+00 19+00 STA. 10+00.00 TO 22+71.77) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL R1-1 FURNISH & INSTAL_ TRAFFIC SIGNS PER C.O.B. STD. T-19: TA9.1m. 2 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION R1-1" - STOP W1-7" - DOUBLE ARROW STORM DRAIN UNE R6-1" - ONE WAY Wt -6" - SINGLE ARROW R5-1" - DO NOT ENTER W1-1" - CURVE ARROW SEE SEWER AND STORM DRAIN PLANS, STORM DRAIN MANHOLE R26(GA)" - NO PARKING W3-3" - SIGNAL AHEAD R3 -5R" - RIGHT TURN ONLY W3-1" - STOP AHEAD SEE SEWER AND STORM DRAIN PLANS, CATCH BARN R4-7" - KEEP RIGHT S5-2' - END SCHOOL ZONE R81(CA)' - BIKE LANE S4-2" - WHEN CHILDREN ARE PRESENT s SANITARY SEWER UNE W31(CA)" - END S4-3" - SCHOOL SEE SEAR AND STORM GRAIN PLANS, SEWER MANHOLE W14-1" - DEAD END R2-1' - SPEED LIMIT 20 W14-2" - NO OUTLET SEE SEWER AND STORM DRAIN PLANS, SEWER CLEANOUT Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. ST -7 (SEE DETAIL ON S'IIEET 4). IR FURNISH &INSTALL IRRIGATION CONDUIT PHASE BOUNDARY tc FURNISH & INSTAL_ INTERCONNECT CONDUIT T83 5 T,s s ® ® a TRACT BOUNDARY FURNISH &INSTALL SPLICE BOX FOR INTERCONNECT TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE PROPOSED EDGE OF PAVEMENT OCURVE1 NUMBER FOR CURVE DESCRIPTION ALONG CURB SECTION DESIGNATION: Oj TAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB CTTON LETTER ITEM OF WORK - SEE SCHEDULE IIIIIIIIII A SECTION LINE1 SHEET SECTION IS LOCATED 21+00 22+00 CONSTRUCTION NOTES: 01 CONSTRUCT TYPE 'B' CURB & GUTTER PER C.O.B. STD. ST -1. Q CONSTRUCT 5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. z\ POW R3CONSTRUCTHANDICAPRAMPPERCALTRANS 8'FB REVISED STANDARD PLAN R.S.P. A88A-CASE A DETAIL B. n4 PAINT 12" LIMIT UNE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. QCONSTRUCT 12' WIDE CROSS (ATTER PER C.O.B. STD. ST -17. COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND GUTTER UP TO A DEPTH OF W. INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY REMOVE AND SALVAGE SIGN WITH CONSRUCTION OF ADJACENT PHASE C7 INSTALL END -OF -STREET STANDARD TYPE III BARRICADE PER CALTRANS A73C CONSTRUCT 6' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. NOTES.- 1. OTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND DRAIN PLANS AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.80' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. OLD RIVER ROAD - PAVEMENT TO BE 045' TYPE "B' A.C. OVER 1.65' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 4. PANAMA LANE - PAVEMENT TO BE 0.45' TYPE 'B' A.C. OVER 1.65' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 5. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 6. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD UNLESS OTHERWISE NOTED. 358 356 354 352 350 348 346 344 342 340 358 356 354 352 350 348 346 344 342 23+00 SCALE: 1 "= 50' 25 0 50 100 50 12.5 1. 1-6536 Ph 1 & 2 CITY RECORDS IIIIIIIIII Z3 Z STREET RIGHT-OF-WAY TO THE CITY OF BAKERSFIELD PER nnr NO. 0216029724, O.R. LOT * A' LOT LINE ADJUSTMENT PANAMA LANE are] 1 SEE SHEET SIR FURNISH & INSTALL IRRIGATION CONDUIT i j Ljj c) z C) 04 x 04 TAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB I bf) z I 1 LOT ILL) D E3) Z SANITARY SEWER UNE FURNISH AND PROP35PROP SEE SEWER AND STORM DRAIN PLANS, SEWER CLEANOUT D imINSTALL 2-4" BLOCK V) a a u Mm TRACT BOUNDARY WATERLINE) SEE SEP SECTION LETTER Ile) CONDUITS PLAN) Z3 Z STREET RIGHT-OF-WAY TO THE CITY OF BAKERSFIELD PER nnr NO. 0216029724, O.R. LOT * A' LOT LINE ADJUSTMENT PANAMA LANE are] 1 SEE SHEET SIR FURNISH & INSTALL IRRIGATION CONDUIT i j Ljj c) z C) 04I < 04 TAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB LANDSCAPE ITEM OF WORK - SEE SCHEDULE d, z TOP OF MANN /TOP OF CLEANOUT UVA'nON 1 LOT RIQE, SEE SEWER AND STORM DRAIN PLANS, STORM DRAIN MANHOLE E3) Z SANITARY SEWER UNE 0 SEE SEWER AND STORM DRAIN PLANS, SEWER CLEANOUT LL CONSTRUCT W BOTTOM WIDTH DRIVEWAY WgWINGS Ze3SEEPLANj IDD V) a a u Mm TRACT BOUNDARY c'> C> SECTION LETTER Ile) D7 23+00 04cq qm StiEff SECTION IS LOCATED ADJUST EXISTING MONUMENT COVER TO FINISHED GRADE VARIES if BLOCK WALL ZO% MIN 1.51% MIN. of 4:1 MAX. 1 2 -ox 0 <w wz LANDSCAPE AREA COMBINED 131s 1 0.0 A.C. PAMNGr--' n j cjxv- CR z EYJS'nNG PAVEMENT PROPOSED it 0 I= V.- r - to Lo Q C4 Lq wuj re) n OW COMPACTED O.Q M --J w C14 C*4 z4J z 95X RMW& DMTY FROM 14+15.18 F.L. C) c6 z 0"o ul w cli Lq a - w cn 000! ui Wol W. v - COX: F __"o. 1211 1Mi I 1 V_ cc co i ca cm + wtriIW + C) T ix >; 0- + m r cu 'm t- < IQ?, _wl I cv U-) 1 co < V_ . r- cr_ q ®3 S Z + Ck Lq uj uj LAJ 00 m cn taJ z 0 cit w cn IL=46-96' m C6 in cin d g- 1 S--0.51% cn I S-0.239, EXI N D b.-46 73% I I _01 7_7 S=O. S=0.23%1 T— T_ IL-47.30 * 4-- 95' S 0,23X- $---1-50%- S--0.51% C3 <5- A_ u JA—o ED--WESrPOP760§6__S-T hil iii-___ Lq T__ u] 13 -43 Gi ca 0 g m 0 IT m IL= 6 I =. 51% S 0 R/W are] 1 IR FURNISH & INSTALL IRRIGATION CONDUIT Ic FURNISH & INSTALL INTERCONNECT CONDUIT T83 -5 IR6 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3=N0. 3 1/2 SIZE TR5--N0. 5 SIZE TR6=N0. 6 SIZE 6 3w 12, TAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB LANDSCAPE ITEM OF WORK - SEE SCHEDULE d, z TOP OF MANN /TOP OF CLEANOUT UVA'nON LOT RIQE, SEE SEWER AND STORM DRAIN PLANS, STORM DRAIN MANHOLE SEE SEWER AND STORM DRAIN PLANS, CATCH BASIN S_ SANITARY SEWER UNE SEE SEWER AND STORM DRAIN PLANS, SEWER MANHOLE 0 SEE SEWER AND STORM DRAIN PLANS, SEWER CLEANOUT CONSTRUCT W BOTTOM WIDTH DRIVEWAY WgWINGS Ze3SEEPLANj T3 PER C.O.B. SM. ST -7 (SEE DETAIL ON SHE 4). PHASE BOUNDARY a a u Mm TRACT BOUNDARY PROPOSED EDGE OF PAVEMENT SECDON DESIQNATlQN', SECTION LETTER FU7URE MEDIAN PER SECTION LINE StiEff SECTION IS LOCATED C.O.B. STANDARDS VARIES T -4s T-8, T-17 BLOCK WALL ZO% MIN 1.51% MIN. 4:1 MAX. 1 2 -ox 2.20% MAX. LANDSCAPE AREA COMBINED 0.0 A.C. PAMNGr--' EYJS'nNG PAVEMENT PROPOSED 1.65! AM BASE --J CUM & GUnER OW COMPACTED O.Q M --J OLD RIVER ROAD 95X RMW& DMTY FROM STA. 10+00.00 F.L. TO STA. 14+15.18 F.L. SCALE: 1"- 109 HORIZONTAL 1 =i VERTICAL 11 9.0 R=16 VARIES 2.08% MIN. BLOCK WALL ZO% MIN. 2.52 MAX. 4:1 MAX. 2:.0% 9 ;21 16+00 17+00 STA. 10+00.00 TO 23+21.61) SCALE: 1" = 50' HORIZONTAL SCALE: 1"r 5' VERTICAL are] 1 IR FURNISH & INSTALL IRRIGATION CONDUIT Ic FURNISH & INSTALL INTERCONNECT CONDUIT T83 -5 IR6 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3=N0. 3 1/2 SIZE TR5--N0. 5 SIZE TR6=N0. 6 SIZE CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB 356 TAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB ITEM OF WORK - SEE SCHEDULE d, z TOP OF MANN /TOP OF CLEANOUT UVA'nON STORM MAIN UNE RIQE, SEE SEWER AND STORM DRAIN PLANS, STORM DRAIN MANHOLE SEE SEWER AND STORM DRAIN PLANS, CATCH BASIN S_ SANITARY SEWER UNE SEE SEWER AND STORM DRAIN PLANS, SEWER MANHOLE 0 SEE SEWER AND STORM DRAIN PLANS, SEWER CLEANOUT CONSTRUCT W BOTTOM WIDTH DRIVEWAY WgWINGS T3 PER C.O.B. SM. ST -7 (SEE DETAIL ON SHE 4). PHASE BOUNDARY a a u Mm TRACT BOUNDARY PROPOSED EDGE OF PAVEMENT SECDON DESIQNATlQN', SECTION LETTER SECTION LINE 16+00 17+00 STA. 10+00.00 TO 23+21.61) SCALE: 1" = 50' HORIZONTAL SCALE: 1"r 5' VERTICAL TSare] 1 IR FURNISH & INSTALL IRRIGATION CONDUIT Ic FURNISH & INSTALL INTERCONNECT CONDUIT T83 -5 IR6 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3=N0. 3 1/2 SIZE TR5--N0. 5 SIZE TR6=N0. 6 SIZE CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB 356 TAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB ITEM OF WORK - SEE SCHEDULE d, z TOP OF MANN /TOP OF CLEANOUT UVA'nON STORM MAIN UNE 0 SEE SEWER AND STORM DRAIN PLANS, STORM DRAIN MANHOLE SEE SEWER AND STORM DRAIN PLANS, CATCH BASIN S_ SANITARY SEWER UNE SEE SEWER AND STORM DRAIN PLANS, SEWER MANHOLE 0 SEE SEWER AND STORM DRAIN PLANS, SEWER CLEANOUT CONSTRUCT W BOTTOM WIDTH DRIVEWAY WgWINGS T3 PER C.O.B. SM. ST -7 (SEE DETAIL ON SHE 4). PHASE BOUNDARY a a u Mm TRACT BOUNDARY PROPOSED EDGE OF PAVEMENT SECDON DESIQNATlQN', SECTION LETTER SECTION LINE StiEff SECTION IS LOCATED T - TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT IR FURNISH & INSTALL IRRIGATION CONDUIT Ic FURNISH & INSTALL INTERCONNECT CONDUIT T83 -5 IR6 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3=N0. 3 1/2 SIZE TR5--N0. 5 SIZE TR6=N0. 6 SIZE CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB 356 TAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB ITEM OF WORK - SEE SCHEDULE d, z TOP OF MANN /TOP OF CLEANOUT UVA'nON STORM MAIN UNE 0 SEE SEWER AND STORM DRAIN PLANS, STORM DRAIN MANHOLE SEE SEWER AND STORM DRAIN PLANS, CATCH BASIN S_ SANITARY SEWER UNE SEE SEWER AND STORM DRAIN PLANS, SEWER MANHOLE 0 SEE SEWER AND STORM DRAIN PLANS, SEWER CLEANOUT CONSTRUCT W BOTTOM WIDTH DRIVEWAY WgWINGS T3 PER C.O.B. SM. ST -7 (SEE DETAIL ON SHE 4). PHASE BOUNDARY a a u Mm TRACT BOUNDARY PROPOSED EDGE OF PAVEMENT SECDON DESIQNATlQN', SECTION LETTER SECTION LINE StiEff SECTION IS LOCATED VARIES 1.69% MIN. 2.08% MAX. XTil W-W,FA-- jll 234 0 V_ 0 z Lu 362 360 358 356 354 d, z P REVISIONS APPROVED. ROGER A McINTOSH R.C.E. 33322 DANIEL PADILLA DATE R.C.E. 67008 1.1-6536 Ph 1 & 2 Ir T - REVISIONS APPROVED. ROGER A McINTOSH R.C.E. 33322 DANIEL PADILLA DATE R.C.E. 67008 1.1-6536 Ph 1 & 2 F-1 it L CO OF PARCEL MAP ER NO. 04-0407 O.R. 75, MiInM -W 8 8 8 360 8 gid~ IZ I I I ulQLLJJ -4 J J LOT *9 J j a: LOT UNE ADJUSTMENT C3 Q J z ui C3c'm) pj c j NO. 15-0527' jo 2 4M f.— 39 9 W 06p *4 v DOCUMENT NO. 000216031870, O.R. + + + IL Ir- C3 I;F v- 0uj to V4 -T- UJ 04 co zv—z ca z 40 c') 04V) z C4Lj— w <1-- z t; cn 31cf) LLj co (n 5v) z cn PANAMA LANE 10+00.00 TO 16+07.85) SCALE: 1" = 50' HORIZONTAL OLD RIVEHom" ROAU STA. 10+00.00 TO 23+21.61) SCA0 5' HORIZONTAL LOT * X LOT LINE ADJUSTMENT US EXISTING R! 9"W00. BIKE LANE MARKINGS PER CAL -TRANS STANDARDS EXISTING R/W 0 z F= CAL -TRANS TYPE IV ARROW cis c Gil TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION MEDIAN TYPE 1 (10) ARROW EXISTING EDGE OF PAVEMENT STORM DRAIN LINE 39 uj (n c%4 EXISTING CAL -TRANS TYPE VI ARROW 0 EXISTING STRIPING gT TEMPORARY CAL -TRANS MARKER OR STRIPING DETAIL NUMBER STRIPING gF FUTURE CAL -TRANS MARKER OR STRIPING DETAIL NUMBER REMTOAIN CAL -TRANS TYPE VIII ARROW FUTURE MEDIAN REPLACE EXISTING STRIPING AF`TER PAVING EXISTING EDGE OF PAVEMENT UTURE MEDIAN FUTURE MEDIANFUTURE 10+00- - - OO_ A- 12+00- -.13+00- 14+00- 15+00- -16+00- 17+00----- 18+00- 19+00" Own 20+00---10 Rl-l* - STOP "WI -7" - DOUBLE ARROW R6-1* *WI 21+L -22+00 CAL—TRANS TYPE III ARROW LEFT OR RIGHT AS APPLICABLE DETAIL 22 EASTING EDGE FUTURE MEDIAN BIKE LANE DETAIL 22 EXIS71NG EDGE 12" WIDE WHITE STRIPE DETAIL 38A OF PAVEMENT TYPE IV ARROW TYP. I MARKER TYP. DETAIL 39 OF PAVEMENT SEE SEWER AND STORM DRAIN PLANS, SEWER CLEANOUT R26(CA)* - NO PARKING "W3-3' - SIGNAL MEAD BIKE LANE MARKER TYP. I DETAIL 39 4! BIKE LANE MARKER TYP. DETAIL 39 4! BEGIN DETAIL 38A CAL -TRANS TYPE 111 8 ARROW BIKE LANE 4! DETAIL 39DETAIL. CONSTRUCT 18! BOTTOM WIDTH DRIVEWAY W 3' WINGS KEEP RIGHT *S5 -f - END SCHOOL ZONE EXISTING R/W STA. 20+24.82 C.L. 32.15 RT. MARKER TYP. TR Ice CAL -TRANS TYPE 11 ARROW LEFT OR RIGHT AS APPLICABLE Ic TR5' 2= DETAIL 38 CIc -------- DETAIL 38i _ L. TYPE IV ARROW TYP.::Zi j DETAIL 38 t a 0 a MEN 0 n TRACT BOUNDARY Ic 111EN Ic-_1c_ I ic STOP STOP" MARKING PER CAL -TRANS STANDARDS PROPOSED EDGE OF PAVEMENT NOTE; SEE CALTRANS TRAFFIC MANUAL FOR DETAILS Co AHw* MARKING m CAL -TRANS STANDARDS ffMlghl OMWAIM: ALL PERMANENT STRIPING & PAVEMENT MARKINGS TYPE IV ARROW TYP. TO BE THERMOPLASTIC PAINT PER CALTRANS HANDICAP* MARKING PER CAL -TRANS STANDARDS cz STANDARD SPECIFICATION 8010-21C -1 Ae fie 8 8 8 360 8 gid~ IZ I I I ulQLLJJ -4 J J LOT *9 J j a: LOT UNE ADJUSTMENT C3 Q J z ui C3c'm) pj c j NO. 15-0527' jo 2 4M f.— 39 9 W 06p *4 v DOCUMENT NO. 000216031870, O.R. + + + IL Ir- C3 I;F v- 0uj to V4 -T- UJ 04 co zv—z ca z 40 c') 04V) z C4Lj— w <1-- z t; cn 31cf) LLj co (n 5v) z cn PANAMA LANE 10+00.00 TO 16+07.85) SCALE: 1" = 50' HORIZONTAL OLD RIVEHom" ROAU STA. 10+00.00 TO 23+21.61) SCA05' HORIZONTAL LOT * X LOT LINE ADJUSTMENT US r. TRAFFIC SIGNAL TO BE I RELOCATED UNDER SEP ARATE PLAN. SEE TRAFFIC SIGNAL MODIFICATION PLANS M iL •APPROVED 2/2/2016. 11 CONS UCTION NOTES: CONSTRUCT TYPE *B* •CURB •& GUTTER PER •C.O.B. •STD. CONSTRUCT 5' COMBINAnON SIDEWALK PER C.O.B. STD. ST -3. CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED STANDARD PLAN R.S.P. A88A-CASE A - DETAIL B. PAINT 12' LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. CONSTRUCT 1Z WIDE CROSS GUTTER PER C.O.B. STD. ST -17. COMPACT SUBGRADE TO 95% OF MAX. TO 12w BEYOND GUTTER UP TO A DEPTH OF 12. INSTALL W-31(CA SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJICENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY REMOVE AND SALVAGE SIGN WITH CONSRUCTION OF ADJACENT PHASE INSTALL END -OF -STREET STANDARD TYPE III BARRICADE PER CALTRANS A73C CONSTRUCT 6' COMBINATION SIDEWALK PER C.O.B. SM. ST -3. 02/ FURNISH & INSTALL INTERCONNECT CONDUIT & PULL BOXES PER C.O.B. STD. DET. T -M NO S.- 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND DRAIN PLANS AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20! TYPE 'r A.C. OVER 0.8(Y AGGREGATE BASE OVER OW COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. SM. ST -9. I OLD RIVER ROAD - PAVEMENT TO BE 0.45' TYPE V A.C. OVER 1.65! AGGREGATE BASE OVER 0.5W COMPACTED O.G. TO BE COMPACTED 70 95% RELATIVE DENSITY PER C.O.B. SM. ST -9. 4. PANAMA LANE - PAVEMENT TO BE 0.45! TYPE *B* A.C. OVER 1.66 AGGREGATE BASE OVER OW COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENS11Y PER C.O.B. SM. ST -9. 5. ALL CATCH BASINS TO BE TYPE. *A* WITH 35 OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 6. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD UNLESS OTHERWISE NOTED. 1A INO. 04-0407 O.R. Oil 4 EXST. TRAFFIC SIGNAL TO BE RELOCATED UNDER SEPARATE PLAN. SEE TRAFFIC SIGNAL MODIFICATION PLANS APPROVED 2/2/2016. EXISTING STRIPING REVISIONS APPROVED: ROGER A McINTOSH DATE R.C.E. 33322 D) LUENDL RIGHT OF WAY 9"W00. BIKE LANE MARKINGS PER CAL -TRANS STANDARDS EDGE OF PAVEMENT CAL -TRANS TYPE IV ARROW ORLEFTOR RIGHT AS APPLICABLE TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION MEDIAN TYPE 1 (10) ARROW STORM DRAIN LINE 39 CAL -TRANS MARKER OR STRIPING DETAIL NUMBER CAL -TRANS TYPE VI ARROW 0 SEE SEWER AND STORM DRAIN PLANS, STORM DRAIN MANHOLE gT TEMPORARY CAL -TRANS MARKER OR STRIPING DETAIL NUMBER gF FUTURE CAL -TRANS MARKER OR STRIPING DETAIL NUMBER CAL -TRANS TYPE VIII ARROW SEE SEWER AND STORM DRAIN PLANS, CATCH BASIN FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. SID. T-19: CAL -TRANS TYPE V11 ARROW LEFT OR RIGHT AS APPLICABLE s SANITARY SEWER LINE Rl-l* - STOP "WI -7" - DOUBLE ARROW R6-1* *WI CAL—TRANS TYPE III ARROW LEFT OR RIGHT AS APPLICABLE SEE SEWER AND STORM DRAIN PLANS, SEWER MANHOLE ONE WAY -6* - SINGLE ARROW R5-1* - DO NOT ENTER *WI -1* - CURVE ARROW CAL -TRANS TYPE 1 (18) ARROW 0 SEE SEWER AND STORM DRAIN PLANS, SEWER CLEANOUT R26(CA)* - NO PARKING "W3-3' - SIGNAL MEAD R3 -5R" - RIGHT TURN ONLY *W3-1* - STOP AHEAD R4-7* CAL -TRANS TYPE 111 8 ARROW CONSTRUCT 18! BOTTOM WIDTH DRIVEWAY W 3' WINGS KEEP RIGHT *S5 -f - END SCHOOL ZONE PER C.O.B. SID. ST -7 (SEE DETAIL ON Slim 4). R81(CA)- - BIKE LANE *S4-2'° - WHEN CHILDREN ARE PRESENT W31(CA)w - END *54-3" - SCHOOL CAL -TRANS TYPE 11 ARROW LEFT OR RIGHT AS APPLICABLE PHASE BOUNDARY WI4-1" - DEAD END "R2-1" - SPEED LIMIT 20 CAL -TRANS TYPE If B ARROW a 0 a MEN 0 n TRACT BOUNDARY W14 -t - NO OUTLET STOP STOP" MARKING PER CAL -TRANS STANDARDS PROPOSED EDGE OF PAVEMENT NOTE; SEE CALTRANS TRAFFIC MANUAL FOR DETAILS AHEAD AHw* MARKING m CAL -TRANS STANDARDS ffMlghl OMWAIM: ALL PERMANENT STRIPING & PAVEMENT MARKINGS LETTER TO BE THERMOPLASTIC PAINT PER CALTRANS HANDICAP* MARKING PER CAL -TRANS STANDARDS STANDARD SPECIFICATION 8010-21C -1 V XING* MARKING PER CAL -TRANS STANDARDS LINE ALL TEMPORARY STRIPING AND MARKING DESIGNATED VAIN (T) SHALL BE STRIPING TAPE (SSP) OR WATEIRBWRNE PAINT. ALL OTHER STRIPING AND FUTURE CAL -TRANS STRIPING AND MARKINGS, TYPICAL 94EET SEC 71ON IS LOCATED MARKING SHALL BE THERMOPLASTIC PER CALTRANS STANDARD SPECIFICATION 8010-21C-19, UNLESS OTHERWISE INDICATED. r. TRAFFIC SIGNAL TO BE I RELOCATED UNDER SEP ARATE PLAN. SEE TRAFFIC SIGNAL MODIFICATION PLANS M iL •APPROVED 2/2/2016. 11 CONS UCTION NOTES: CONSTRUCT TYPE *B* •CURB •& GUTTER PER •C.O.B. •STD. CONSTRUCT 5' COMBINAnON SIDEWALK PER C.O.B. STD. ST -3. CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED STANDARD PLAN R.S.P. A88A-CASE A - DETAIL B. PAINT 12' LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. CONSTRUCT 1Z WIDE CROSS GUTTER PER C.O.B. STD. ST -17. COMPACT SUBGRADE TO 95% OF MAX. TO 12w BEYOND GUTTER UP TO A DEPTH OF 12. INSTALL W-31(CA SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJICENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY REMOVE AND SALVAGE SIGN WITH CONSRUCTION OF ADJACENT PHASE INSTALL END -OF -STREET STANDARD TYPE III BARRICADE PER CALTRANS A73C CONSTRUCT 6' COMBINATION SIDEWALK PER C.O.B. SM. ST -3. 02/ FURNISH & INSTALL INTERCONNECT CONDUIT & PULL BOXES PER C.O.B. STD. DET. T -M NO S.- 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND DRAIN PLANS AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20! TYPE 'r A.C. OVER 0.8(Y AGGREGATE BASE OVER OW COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. SM. ST -9. I OLD RIVER ROAD - PAVEMENT TO BE 0.45' TYPE V A.C. OVER 1.65! AGGREGATE BASE OVER 0.5W COMPACTED O.G. TO BE COMPACTED 70 95% RELATIVE DENSITY PER C.O.B. SM. ST -9. 4. PANAMA LANE - PAVEMENT TO BE 0.45! TYPE *B* A.C. OVER 1.66 AGGREGATE BASE OVER OW COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENS11Y PER C.O.B. SM. ST -9. 5. ALL CATCH BASINS TO BE TYPE. *A* WITH 35 OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 6. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD UNLESS OTHERWISE NOTED. 1A INO. 04-0407 O.R. Oil 4 EXST. TRAFFIC SIGNAL TO BE RELOCATED UNDER SEPARATE PLAN. SEE TRAFFIC SIGNAL MODIFICATION PLANS APPROVED 2/2/2016. EXISTING STRIPING REVISIONS APPROVED: ROGER A McINTOSH DATE R.C.E. 33322 D) to -j -t DANIEL, PADILLA R.C.E. 67008 DATE SCALE: 1 50' 25 0 50 100 50 1Z5