Loading...
1995-4335 G (Plans) GRADING NOTES LEGEND LEGAL DESCRIPTION PORTION OF THE WEST HALF OF THE N.E. QUARTER NOTIFICATIONS STRUCTURAL GENERAL NOTES STRUCTURAL GENERAL NOTES (CONT.) OF THE N.W. QUARTER OF SECTION 15, T. 13 S. 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE FOLLOWING GENERAL NOTES INCLUDE A SUMMARY OF THE 13. CURING COMPOUNDS USED ON CONCRETE THAT IS TO RECEIVE A S.D.R.S.D. = SAN DIEGO REGIONAL STANDARD DRAWINGS RANGE 4 WEST, SAN BERNARDINO BASE AND MERIDIAN. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES SPECIFICATIONS FOR THE CONVENIENCE OF THE READER. REFER TO THE RESILIENT TILE FINISH SHALL BE APPROVED BY THE ARCHITECT IN S.D.R.S.D. A.P.N.: 258- 111 -12 & 13 CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SPECIFICATIONS. ADVANCE. ITEM NO. SYMBOL CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN GENERAL: 14. CONTRACTOR SHALL SUBMIT JOINT LAYOUT FOR CONCRETE WORK TO BE SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY ON THESE PLANS, HOWEVER: APPROVED BY THE ENGINEER PRIOR TO FABRICATION OF REINFORCING PROJECT BOUNDARY - - REQUEST FOR INSPECTION. 1. IN CASE OF CONFLICT, SPECIFIC NOTES AND DETAILS SHALL TAKE BARS. CONTROL JOINTS FOR INTERIOR SLABS ON GRADES SHALL NOT THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY PRECEDENCE OVER THESE GENERAL NOTES AND STANDARD DETAILS. BE SPACED MORE THAN 24' IN ANY DIRECTION. EXISTING RIGHT OF WAY -- SITE ADDRESS 350 ENCINITAS BLVD, ENCINITAS, CA. 2. THE SOILS REPORT TITLED "PRELIMINARY SOILS EVALUATION MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES PROPOSED ENCINITAS AUTO CENTER 350 ENCINITAS BLVD. APN LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S 2. WHERE A DETAIL IS IDENTIFIED AS TYPICAL THE CONTRACTOR SHALL EXISTING CONTOURS - -tso- 258- 111 -12 &13 ENCINITAS, SAN DIEGO COUNTY,CA. 92024" PREPARED BY RESPONSIBILITY TO CONTACT THE FOLLOWING RESPONSIBILITY TO APPLY THIS DETAIL TO EVERY LIKE SITUATION, WHETHER OR NOT GEOSOILS, DATED JUNE 23, 1995, SHALL BE CONSIDERED AS A CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR THE REFERENCE IS MADE IN EVERY INSTANCE. ALL THE STRUCTURAL INFORMATION IN THIS PROJECT IS BASED EXISTING POWER POLE °Y PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND ON OUR BEST KNOWLEDGE IN STRUCTURAL ENGINEERING WITHIN THE .._. OWNER / PERMITTEE CAR CARE USA, C \O BARRY STONE ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF 3. ALL WORK THAT IS NEITHER SPECIFICALLY NOTED NOR SPECIFICALLY LIMITATION OF OUR BUDGET. EXISTING EDGE OF PAVEMENT 615 W. EL NORTE PARKWAY CONTAINED IN SAID REPORT. WORK: DETAILED, SHALL BE CONSTRUCTED IN ACCORDANCE WITH OTHER C SUITE 320 SIMILAR WORK SHOWN ON THE DRAWINGS AND /OR WITH TYPICAL PROPOSED CUTMLL LINE F' " - ESCONDIDO, CA 92026 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF A. SEWERS - (CSD) 633 -2770 DETAILS. 15. REINFORCING STEEL SHALL HAVE A CONCRETE COVER AS FOLLOWS: PROPOSE) CONTOURS SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF B. GAS & ELECTRIC - (SDG&E) (800) 422 -4133 4. DRAWINGS AND SPECIFICATIONS REPRESENT FINISHED STRUCTURE THE A) UNFORMED CONCRETE CAST AGAINST EARTH ...... 3 150.20 7C APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY B FORMED CONCRETE IN CONTACT WITH EARTH AND CONCRETE PROPOSED SPOT E ESTIMATED QUANTITIES CONJUNCTION WITH IMPROVEMENT PLANS. C. WATER - (SDWD) 633 -2848 DEVICES, INCLUDING SHORING AND TEMPORARY BRACING, THE EXPOSED TO WEATHER: " CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES AND BE BARS AND LA RGER ............ 2 PROPOSED CONCRETE CURB G -1 -- CUT 35,000 C.Y.s 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE D. TELEPHONE - (PAC. BELL) (800) 422 -4133 RESPONSIBLE FOR THE SAFETY OF ALL PERSONS AND STRUCTURES AT BARS AND SMALLER...........1.5 GRADING. THE VICINITY OF THE SITE, VISITS TO THE SITE BY THE ENGINEER C) CONCRETE N ITHER IN CONTACT WITH EARTH NOR EXPOSED TO PROPOSED CONCRETE CURB AND GUTTER G -2 ='' FILL 500 C.Y.s E. CABLE TV - (COX) (800) 422 -4133 SHALL NOT INCLUDE INSPECTION OF SUCH MEASURES. WEATHER: 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED SLABS, WALLS AND JOISTS: PROPOSED CONCRETE VALLEY GUTTER (SEE DETAIL) =_ EXPORT 34,500 C.Y.s TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. 2• CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 5. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE 1991 BARS #14 AND LARGER ........... 1.5 ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. UNIFORM BUILDING CODE AS AMENDED AND ADOPTED BY THE LATEST BARS #11 AND SMALLER .......... 3 /4" PROPOSED BACK OF WALL DRAIN - -�- REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. PHONE: (619) 633 -2770 ORDINANCE OF THE CITY OF SAN DIEGO, AND OTHER REGULATING BEAMS AND COLUMNS TO TiES .........1.5" s EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES AGENCIES EXERCISING AUTHORITY OVER ANY PORTION OF WORK. UNPROTECTED COLUMN (IN PARKING AREAS)..2.5" PROPOSE) 2:1 SLOPE (HYDROSEEDED PER E.C. NOTES) (CALCULATED ON A THEORETICAL BASIS, ACTUAL 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR QUA NTITIES MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS). BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- INSPECTION. PHONE 619 633 -2770. ALL WORK PERFORMED 6. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY SITE THE ABOVE COVERAGE VALUE SHOULD NOT BE EXCEEDED BY MORE THAN PROPOSED RETAINING WALL PER STRUCTURAL DESIGN �- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO CONDITIONS NOT REFLECTED ON THE DRAWINGS OR DIFFERENT FROM 50% OF THE SPECIFIED VALUE. (SEE SHEETS 1�3 FOR STRUCTURAL NOTES & DETAILS) OR A LICENSED LAND SURVEYOR. REJECTION AND REMOVAL THE INDICATED MAXIMUM /MINIMUM DIMENSIONS, INCLUDING EARTH ROPOSED PVC STORM DRAIN PIPE HEIGHT, CONFLICT IN GRADES, ADVERSE SOIL CONDITIONS .... ETC. 16. DOWELS FROM FOOTINGS AND SUPPORTS SHALL MATCH IN SIZE AND ( -35, SIZE PER PLAN) ENVIRONMENTAL NOTES: 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SPACING THE REINFORCEMENT OF WALLS AND COLUMNS. SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE 7. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE STARTING PROPOSED TYPE B INLET D -2 © 1. THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS 18% RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND WORK, AND SHALL IMMEDIATELY NOTIFY THE ARCHITECT OF ANY 17. CONCRETE WALLS SHALL BE REINFORCED WITH #4 9 12" 0/C EACH (EXCLUDING AND EXiSTiNG MAN MADE SLOPES). FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND DISCREPANCIES. WAY CENTERED IN WALL. PROPOSED EXTRA DEEP FOOTING /STEM WALL REGULATIONS. EROSION CONTROL PER ARCHITECTS DRAWINGS 2. THE MAXIMUM VERTICAL DEPTH OF CUT IS 25' AND THE MAXIMUM , ._ , 8. OPENINGS, POCKETS, ETC., SHALL NOT BE PLACED IN STRUCTURAL MAXIMUM SPACING BETWEEN CONTROL JOINT IS 20'-O PROPOSED CONCRETE APRON � -: ^ -� VERTICAL HEIGHT OF FILL 2'. 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT DEMENTS UNLESS SPECIFICALLY INDICATE) OR APPROVED BY THE ALL CORNERS HAVE A CONTROL JOINT. 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) BARRY STONE AT (619) 489 -2273. ENGINEER. PROPOSED AREA DRAIN PER DETAIL BELOW 3. A.) AVERAGE DEPTH = VOLUME OF CUT (C.F.) = 9.25 FT. MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE MASONRY: OF CUT AREA OF CUT S.F. CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. 9. TYPICAL BASIC DESIGN LOADS CRITERIA PROPOSED TYPE C INLET D -3 NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 2, EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE VERTICAL LOADS: ? CONCRETE BLOCK UNITS SHALL BE MEDIUM WEIGHT AND CONFORM TO ® B.) AVERAGE DEPTH = VOLUME OF FILL (C.F.) = 1.2 FT. AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL ROOF LIVE LOAD ...... FLAT ROOF ...... 20 PSI ASTM C90, GRADE "N" OPEN END UNITS SHALL BE GROUTED SOLID. PROPOSED 18 "X 18" BROOKS CATCH BASIN (W/TRAFFlC GRATE) ® OF FILL AREA OF FILL (S.F.) 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT SLOPED ROOF ...... i6 PSI MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF FLOOR LIVE LOAD ........... PROPOSED 6" WIDE TRENCH DRAIN PER OR R EQUAL EQUAL PRIVATE DECKS LIVE LOAD.. PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, TEMPORARY DEVICES WHEN RAIN IS IMMINENT. D.. 2. PROVIDE DEEP CUT BOND BEAM UNITS WHERE HORIZONTAL FOUNDRY CO. N0. A- 2422 - 6X24 -G F .... 60 PSF REINFORCEMENT OCCURS. r� GRADING CONTRACTOR AND PERMITTED. THE PREGRADE MEETING PUBLIC AREAS LIVE LOAD ....... 100 PSF PROPOSED DRIVEWAY APRON DS -7 ! SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED LATERAL LOADS: 3. BLOCKS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 1900 GRAVEL BAGS ® O OR t TWO BAGS HiGH 1+a ADVANCE BY CALLING (619) 633 -2770. WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. SEISMIC ZONE 4: WIND: EXPOSURE C PSI. A.C. PAU /A/6�3A.C. /4'Z�L.7TdA - Pr22K /A!6 L)e4 /N/JGE °00 U NOS 1223 A jj R 12" GRATE APPROVED EQUAL 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY 4. THE CONTRACTOR SHALL RESTORE: All EROSION CONTROL DEVICES FOUNDATION: 4. MATERIALS SHALL CONFORM TO THE FOLLOWING U.B.C. STANDARDS: A.C. PAU/ A16 PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM HE AFTER EACH RUN OFF PRODUCING RAINFALL 1. ALL FOUNDATION RECOMMENDATIONS SHALL COMPLY WITH THE SOiL A) AGGREGATE: -► - - 3' - ---+ -E CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER REPORT. STANDARD 24-21, AGGREGATE FOR MASONRY MORTAR SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL STANDARD 24 -23, AGGREGATE FOR MASONRY GROUT -' CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO 2. FOOTINGS EXCAVATIONS SHALL BE KEPT FREE FROM LOOSE MATERIAL LEVEL LINE _ OPERATION. UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES AND STANDING WATER, PRIOR TO POURING CONCRETE. EXCAVATIONS B) CEMENT: is' is' 6" PVC (SDR -35) WHICH MAY ARISE. SHALL BE CHECKED AND APPROVED BY THE SOILS ENGINEER ON STANDARD #26 -1, PORTLAND CEMENT 1.5' MIN. STORM DRAIN & FITTINGS 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING RECORD. I7> ", 0.1 ...... _ PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE C) LIME. RELEASE OF SECURITY AND AS- GRADED CERTIFICATION SHALL BE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO 3, SUBMIT COMPACTION TEST REPORTS FOR ALL FILL BY A QUALIFIED STANDARD 24-18, HYDRATED LIME FOR MASONRY ° `v • PROVIDED STATING: THE GRADING UNDER PERMIT N0. AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. TESTING LAB TO ARCHITECT AND BUILDING DEPARTMENT PRIOR TO PURPOSES. L_� x� 4335 -G HAS BEEN PERFORMED IN SUBSTANTIAL REQUESTING FOUNDATION INSPECTION. ALL LOOSE AND FILL SOILS - - -_ - -- - - - - - -- CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED SHALL BE COMPACTED TO A MINIMUM OF 90% OF THE MAXIMUM SOIL 5. MORTAR SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 1800 PSI _ 1.00% MIN. SLOPE THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE GRADING PLAN SHALL BE INCORPORATED HEREON. DENSITY. AFTER 28 DAYS. RECOMMENDED MIXING PROPOR1IONS IN VOLUME: D ETAIL FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER DET A I L ----- WHO CERTIFIES SUCH GRADING OPERATION. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY C CONTRACTOR SHALL PROVIDE FOR DE- WATERING OF EXCAVATIONS FROM PORTLAND CEMENT: 1 PART VALLEY GUTTER FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK SURFACE OR SEEPAGE WATER. SAND BASED ON DAMP LOOSE CONDITION): 3 PARTS NO SCALE 12. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED DAY. UME: 3/8 PART AREA DRAIN SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL OBSERVE 5. THE MAXIMUM ALLOWABLE SOIL BEARING PRESSURE SHALL BE: NO SCALE AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE SEE SOIL REPORT 6. GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI m AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL AT THE END OF EACH WORKING DAY WHEN THE FIVE 5) DAY RAIN AFTER 28 DAYS. RECOMMENDED MIXING PROPORTIONS IN VOLUME: x m SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT 6. BOTTOM OF FOOTINGS SHALL BE EMBEDDED AT LEAST 18 INCHES PORTLAND CEMENT: 1 PART U n cr SUITABILITY OF ANY FILL MATERIAL UPON COMPLETION OF AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL BELOW THE LOWEST ADJACENT GRADE. SAND BASED ON DAME LOOSE CONDITION): 3 PARTS v OWNER'S CERTIFICATE GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND r ) ADD'L RjW GRANTED TO CITY ti 3 PEA a AVEL (BASED ON DAMP LOOSE CONDITION): 2 PARTS PER DOC. -' ° cv TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT 10. SHOULD GERMINATION OF HYDROSE=DED SLOPES FAIL TO PROVIDE 7. FOOTING ELEVATIONS INDICATED ARE ASSUMED TO BE iN SUITABLE w IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR BEARING SOIL THE ACTUAL ADEQUACY OF THE BEARING SOIL SHALL 7. PROVIDE PRISM TESITNG AS PRESCRIBED BY SECTIONS 2405(c)IA REC. - x v w w GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER CONSTRUCTED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE TO NOVEMBER 15, THE SLOPES SHALL BE SSTABILIZED WITH $E DETERMINED BY THE SOIL ENGINEER PRIOR TO PLACING AND 2405(c)i@ OF THE U.B.C. �I _ _ - w ¢ U c�= ALL GRADING ACTIVITY AND ADS ON THE COMPACTION AND SOILS REPORTS AND THAT ALL EMBANKMENTS AND EXCAVATIONS PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 REINFORCEMENT. FOOTING ELEVATIONS, IF NECESSARY, SHALL BE - �5''- e' n ri N STABILITY iE SITE m � -- - 67' -- L-� - =L- ARE SUITABLE FOR THEIR INTENDED USE. OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE LOWERED AS DIRECTED BY THE SOIL ENGINEER. 8. MASONRY SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 1500 I I iQ ow OF CALIFORNIA DEPARTMENT OF CONSERVATION. PSI AFTER 28 DAYS,(fm = 1500 PSI . fm SHALL BE DETERMINE) ti 55' BY: 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED CONCRETE IN ACCORDANCE WITH SECTION 2405(c)1 OF THE U.B.C. w - -- 51' - -- ° RY STONE DATE SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING 4y +� OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID x 1. CEMENT SHALL CONFORM TO ASTM G150, TYPE 11. 9. RETAINING WALLS AND WALLS BELOW GRADE SHALL BE GROUTED -- - -- - - -- -- -+ DAMAGE TO ALL TAKE REMEDIA TIES OR T ES NI PREVENT E THE HYDROSEED MATERIALS SOLID. �I MATCH EX__ SLOPcw OF FRESHLY GRADED AREAS UN11L SUCH TIME AS PERMANENT IN THE ABSENCE OFINFORMATiON TO THE CONTRARY THE HYDROSEED 2. AGGREGATES SHALL CONFORM TO ASTM C33 FOR HARD ROCK CONCRETE, / AND TO 0330 FOR LIGHTWEIGHT CONCRETE AGGREGATE SIZE 10. ALL CELLS CONTAINING REINFORCEMENT SHALL BE GROUTED SOUR. " PROPOSED STREET WIDENING SOILS ENGINEER'S CERTIFICATE DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN MIX AND APPLICATION RATES SHALL BE A MIX OF ALL THE SHALL BE 3 3/4 ". �• �••• ••�•• •,• • PER CITY PLANS INSTALLED. FOLLOWING: 11. LIFTS SHALL NOT EXCEED 6' IN HEIGHT. CLEANOUT HOLES SHALL BE i, ALBERT R. KLEIST A REGISTERED ENGINEER IN THE ZORR4 FESCUE 20 LBS PER ACRE. 3. READY MIX CONCRETE SHALL BE MIXED AND DELIVERED IN PROVIDED AT THE BASE OF ALL GROUTED CELLS FOR POURS OVER 5' TY SE STATE OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE FIELD OF , ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND ACCORDANCE WITH ASTM C94. IN HEIGHT. APPLIED SOIL MECHANICS, HAVE REVIEWED THESE GRADING PLANS AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD ENCINITAS BLVD. CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE ROSE CLOVER, 20 LEIS PER ACRE. 4. APPROXIMATE DRY DENSITY SHALL BE 110 PCF FOR LIGHTWEIGHT 12. GROUT CONSTRUCTION JOINTS SHALL BE FORMED BY STOPPING THE NO SCALE FOR THIS PROJECT HAVE INCORPORATED IN THE GRADING PLANS AND 0 MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE AMMONIUM PHOSPHATE SULFATE (i6 -20 CONCRETE AND 145 PCF FOR HARD ROCK CONCRETE CONCRETE SHALL POUR 1.5 BELOW THE TOP OF THE UPPERMOST UNIT. SPECIFICATIONS. �' SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL -0) WITH 15% SULFUR, SLOW BE HARD ROCK. °`�i`" tl9n�r� �T�;a a AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM RELEASE 1000 LBS PER ACRE. 13. IMMEDIATELY AFTER GROUTING, CONSOLIDATE GROUT USING AS V QI I V I LT ® ��' 7 �'� , NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO 5. ADMIXTURES MAY BE USED WITH THE PRIOR APPROVAL OF THE MECHANICAL VIBRATING EQUIPMENT, RODDING WILL NOT BE � SIGNED: • �� - � �� LL6 A DEPTH OF 6" AND THEN COMPACTED TO A MINIMUM OF 90 WOOD FIBRE MULCH, 2000 LEIS PER ACRE. ENGINEER. ADMIXTURES SHALL NOT REDUCE THE SPECIFIED MINIMUM ACCEPTED. .: NO e7 S � Z PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COMPRESSIVE STRENGTH OF THE CONCRETE. (CALCIUM CHLORIDE EXPIRATION DATE: 2 - 3 - 157 _ '- PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT WATER FOR SLURRY, QUANTITY AND RA110 OF WATER TO OTHER SHALL NOT BE USED) Z ®O ACCORDANCE WITH SPECIFICATIONS. MATERIALS SHOULD BE LEFT TO THE APPLICATOR. THE MIXTURE OR REINFORCING STEEL RATE OF APPLICATION SHOULD NOT BE SUCH AS TO CAUSE EROSION WAYNE PASCO RCE 29577 DATE AND NO RUNOFF SHOULD OCCUR. 6. CONCRETE MIXES SHALL BE DESIGNED BY A QUALIFIED TESTING Lo 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH LABORATORY AND REVIEWED BY THE ENGINEER. MIX DESIGN SHALL BE 1. DETAILING, FABRICATION AND EREC11ON OF REINFORCING BARS 0 cy GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS STAMPED AND SIGNED BY A CIVIL ENGINEER CURRENTLY REGISTERED SHALL BE IN ACCORDANCE WITH THE A.C.I. MANUAL OF STANDARD SECTIONS. THE SLOPES OR EXCAVATIONS AND EMBANKMENTS ALL SEED AND FERTILIZER MUST BE DELIVERED TO THE SITE IN UNBROKEN IN CALIFORNIA. PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES A.C.I (� SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE BAGS. FERTILIZER AND SEED BAGS SHALL BE TAGGED AND LABELED AS 315). DECLARATION OF RESPONSIBLE CHARGE ( Os ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY REQUIRED BY STATE REGULATIONS. 7. MINIMUM CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS SHALL BE NoText NoText NoText NoText