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$YHQLGD3LFR6WH&6DQ&OHPHQWH&$ C:\Users\stran\OneDrive\Projects\1012 Extra Space 1561 La Quinta\Engineering\ConDocs\Sheet-Files\1012-TS.dwg, NOTES, Aug 16, 2021 4:30pm, stranKnow what'sRNOTES SHEET1. A PRE-CONSTRUCTION MEETING SHALL BE COORDINATED BY THECONTRACTOR.2. ALL CONSTRUCTION WORK AND INSTALLATIONS SHALL CONFORM TO THEMOST CURRENT CITY STANDARDS AND SPECIFICATIONS AND THE LATESTEDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKSCONSTRUCTION.3. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THERECOMMENDATIONS OF THE SOILS ENGINEERING REPORT PREPARED BY:SLADDEN ENGINEERING. DATED FEBRUARY 23, 2021)4. AS-BUILT PLANS ARE TO BE PREPARED BY THE CONTRACTOR AFTERCONSTRUCTION IS COMPLETED.5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF ALLEXISTING UTILITIES AND IMPROVEMENTS PRIOR TO START OF CONSTRUCTION.EXISTING UTILITIES AND IMPROVEMENTS SHOWN ON THE CONSTRUCTIONPLANS ARE FROM RECORD SOURCES AND WERE SHOWN FOR DESIGNPURPOSES ONLY.6. ALL UTILITY COMPANIES MUST BE NOTIFIED PRIOR TO THE START OFCONSTRUCTION BY THE CONTRACTOR.7. CONTRACTOR TO TELEPHONE UNDERGROUND SERVICE ALERT (USA) TOLL FREEAT 811 A MINIMUM OF FORTY-EIGHT WORKING HOURS PRIOR TO THE START OFCONSTRUCTION. FOR BEST RESPONSE, PROVIDE AS MUCH NOTICE ASPOSSIBLE, UP TO TEN WORKING DAYS.8. CONSTRUCTION CONTRACTOR SHALL ASSUME SOLE AND COMPLETERESPONSIBILITY FOR LOCATING OR HAVING LOCATED ALL UNDERGROUNDUTILITIES AND RELATED FACILITIES AND FOR PROTECTING SAME DURING THECOURSE OF CONSTRUCTION. ALL UTILITIES THAT ARE NOT A MEMBER OF USAMUST ALSO BE NOTED.9. THE CONTRACTOR IS RESPONSIBLE TO OBTAIN ALL REQUIRED PERMITS.10. ALL TRAFFIC CONTROLS SHALL BE IN CONFORMANCE WITH CALTRANS MANUAL OF TRAFFIC CONTROLS AND THESE CONTRACT DOCUMENTS.11. ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR DIMENSION,GRADE, EXTENT, AND COMPATIBILITY WITH EXISTING SITE CONDITIONS. ANYDISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR CHANGETHE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL BE BROUGHT TOTHE ENGINEER'S ATTENTION IMMEDIATELY. DO NOT PROCEED WITH WORKIN THE AREA OF OF DISCREPANCIES UNTIL ALL SUCH DISCREPANCIES AREARESOLVED. PROCEEDING WITH AFFECTED WORK PRIOR TO ACCEPTABLERESOLUTION WILL BE AT CONTRACTOR'S OWN RISK AND MAY REQUIRE THECONTRACTOR TO REMOVE AND REPLACE WORK AND EXECUTE EXTRA WORKAT NO ADDITIONAL COST TO THE OWNER.12. ANY PROPOSED DEVIATIONS FROM THE PLANS MUST BE SUBMITTED TO THEDESIGN ENGINEER FOR REVIEW AND APPROVAL, INCLUDING FIELD REVISIONSREQUESTED BY THE CITY INSPECTOR.13. OMISSIONS FROM THE DRAWINGS OR SPECIFICATIONS OR THEMISDESCRIPTION OF ANY WORK, WHICH IS MANIFESTLY NECESSARY TO CARRYOUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS, OR WHICH ISCUSTOMARILY PERFORMED, SHALL NOT RELIEVE THE CONTRACTOR FROMPERFORMING SUCH OMITTED OR DESCRIBED DETAILS OF THE WORK.CONTRACTOR SHALL PERFORM SUCH WORK AS IF FULLY AND COMPLETELY SETFORTH AND DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS.14. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER DRAWING SCALE ORPROPORTION. LARGER SCALE DRAWINGS SHALL TAKE PRECEDENCE OVERSMALLER SCALE DRAWINGS.15. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OR PROPERRESETTING OF ALL EXISTING MONUMENTS AND OTHER SURVEY MARKERS. ANYSURVEY MONUMENTS DESTROYED BY THE CONTRACTOR SHALL BE REPLACEDIN ACCORDANCE WITH THE STATE LAND SURVEYORS ACT AT THECONTRACTOR'S EXPENSE.16. IF DE-WATERING IS REQUIRED, A LOW THREAT DISCHARGE PERMIT FROMCOUNTY ENVIRONMENTAL COMPLIANCE MAY BE REQUIRED.17. TEMPORARY EROSION CONTROL DEVICES SHALL BE ON SITE DURINGCONSTRUCTION ACTIVITY TO BE IMPLEMENTED PRIOR TO A PREDICTED RAINEVENT OF 50% PROBABILITY OR GREATER.18. ANY SECTIONS OF DAMAGED OR DISPLACED CURB, GUTTER & SIDEWALK ORDRIVEWAY APPROACH SHALL BE REPAIRED OR REPLACED TO THESATISFACTION OF THE OWNER.19. ALL STORM WATER EROSION CONTROL AND SEDIMENT CONTROL DEVICES /MEASURES (I.E. BMPS) SHALL BE IN PLACE THROUGHOUT THE YEAR DURINGGROUND DISTURBING ACTIVITIES.20. THE CONTRACTOR WILL SCARIFY AND OVER-EXCAVATE PER THEGEOTECHNICAL REPORT.PROJECT NOTES1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THESTANDARD PLANS OF THE CITY OF LA QUINTA AND THE LATEST EDITION OF THESTANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION.2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO APPLY TO THE CITYOF LA QUINTA PUBLIC WORKS DEPARTMENT FOR THE NECESSARY PERMITS ANDTO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR ALL CURRENTENVIRONMENTAL REGULATIONS DURING THE LIFE OF CONSTRUCTIONACTIVITIES FOR THE PROJECT. ADDITIONAL STUDIES AND/OR PERMITS MAY BEREQUIRED.3. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AS REQUIRED BY THE CITY OF LAQUINTA OR OTHER GOVERNING AGENCIES.4. THE CONTRACTOR SHALL NOTIFY THE CITY OF LA QUINTA PUBLIC WORKSDEPARTMENT FORTY-EIGHT (48) HOURS PRIOR TO ANY GRADING, BRUSHING,OR CLEARING AND EACH PHASE OF CONSTRUCTION AT (760) 777-7048.5. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN ANAPPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACTLOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THECONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALLDAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLYLOCATE AND PRESERVE ANY AND ALL UTILITIES.6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL, REPLACEMENT,OR RELOCATION OF ALL REGULATORY, WARNING AND GUIDE SIGNS.7. THE CITY ENGINEER SHALL APPROVE THE DESIGN AND INSTALLATION OF ALLSTREET NAME SIGNS, TRAFFIC CONTROL SIGNS, TRAFFIC STRIPING, LEGENDS,AND PAVEMENT MARKERS TYPE AND LOCATION.8. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS ORBENCH MARKS NOTED ON THE PLANS, OR FOUND DURING CONSTRUCTION.REMOVAL AND REPLACEMENT SHALL BE DONE BY A REGISTERED CIVILENGINEER WITH AN R.C.E. NUMBER BELOW 33,966, OR A LICENSED LANDSURVEYOR ONLY.9. CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONEHALF MILE OF HUMAN OCCUPANCY SHALL BE PERFORMED ONLY DURING THETIME PERIODS AS FOLLOWS:OCTOBER 1ST TO APRIL 30TH: MONDAY THROUGH FRIDAY 7:00AM TO 5:30PMMAY 1ST TO SEPTEMBER 30TH: MONDAY THROUGH FRIDAY 6:00AM TO 7:00PMWORK SHALL BE PROHIBITED ANY TIME ON SUNDAYS OR ON FEDERALHOLIDAYS.NO REDUCTION OF THE TRAVELED WAY WIDTH SHALL BE PERMITTED ON ANYCITY STREET ON WEEKENDS OR HOLIDAYS, ORE WHEN ACTIVE WORK IS NOTBEING DONE, UNLESS PRIOR AUTHORIZATION TO DO SO IS GRANTED BY THECITY ENGINEER.NO LANE CLOSURES SHALL BE PERMITTED OR ALLOWED ON ANY CITY STREETBEFORE 8:30AM AND AFTER 3:30PM UNLESS AUTHORIZATION TO DO SO ISGRANTED BY THE CITY ENGINEER.10. ALL TRAVELED WAYS MUST BE CLEANED DAILY OF ALL DIRT, MUD AND DEBRISDEPOSITED ON THEM AS A RESULT OF THE GRADING OPERATION. CLEANING ISTO BE DONE TO THE SATISFACTION OF THE CITY ENGINEER.11. ALL CONSTRUCTION AREAS SHALL BE PROPERLY POSTED AND LIGHTED INCONFORMANCE WITH THE CALIFORNIA STATE MANUAL OF WARNING SIGNS,LIGHTS, AND DEVICES FOR USE IN THE PERFORMANCE OF WORK UPONHIGHWAYS IN ORDER TO ELIMINATE ANY HAZARDS.12. CONSTRUCTION PROJECTS DISTURBING MORE THAN 1-ACRE MUST OBTAIN ANATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT.OWNERS/DEVELOPERS ARE REQUITED TO:A) FILE A NOTICE OF INTENT (NOI) WITH THE STATE WATER RESOURCES CONTROLBOARD (SWRCB); B) PREPARE A STORM WATER POLLUTION PREVENTION PLAN(SWPPP); AND C) HAVE A MONITORING PLAN FOR THE SITE. THE NPDES IS ANATIONAL PROGRAM TO CONTROL NON-POINT SOURCE POLLUTANTSCARRIED BY STORM WATER. THE PROGRAM IS IMPLEMENTED AND ENFORCEDBY THE SWRCB.GENERAL NOTES1. GRADING SHALL BE IN ACCORDANCE WITH THE ENGINEERED GRADINGREQUIREMENTS OF THE CURRENT CALIFORNIA BUILDING CODE, LA QUINTAMUNICIPAL CODE 8.80, AND APPLICABLE SOILS REPORT REFERENCED BY THESOIL ENGINEER CERTIFICATE AND SIGNATURE BLOCK.2. PRIOR TO THE ISSUANCE OF A BUILDING PERMIT, A GRADING REPORT SIGNEDAND WET STAMPED BY THE SOILS ENGINEER OF RECORD WILL BE SUBMITTEDCONFIRMING THAT THE GRADING WAS PERFORMED ACCORDING TO THERECOMMENDATIONS FOUND IN THE APPROVED FINAL GEOTECHNICALINVESTIGATION REPORT AND PROJECT PLANS.3. IMPORT SOILS SHALL MEET OR EXCEED SOIL PROPERTIES AND TYPES FOUNDIN THE APPROVED PLANS AND PROJECT HYDROLOGY REPORT. IMPORT SOILSOURCES SHALL BE DOCUMENTED.4. CONTRACTOR SHALL PROVIDE ADDITIONAL SOIL TEST(S) TO DETERMINESTREET AND PARKING LOT SECTIONS FOLLOWING ROUGH GRADING. THE CITYENGINEER SHALL APPROVE THE ACTUAL SUBGRADE R VALUES AND FINALSTREET SECTION PRIOR TO BASE PLACEMENT. TYPICAL STRUCTURALSECTIONS ARE BASED ON A MINIMUM R VALUE OF 50.5. AFTER CLEARING, THE EXISTING GROUND SHALL BE SCARIFIED TO A MINIMUMOF 6 ON THE ENTIRE SITE OR AS RECOMMENDED BY THE SOILS REPORT.6. MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1 UNLESS OTHERWISEINDICATED IN THE APPROVED SOILS REPORT. MINIMUM BUILDING PADDRAINAGE SLOPE SHALL BE 2%. DRAINAGE SWALES SHALL BE A MINIMUM OF0.3 DEEP AND BE CONSTRUCTED A MINIMUM OF 2 FROM THE TOP OF CUT ORFILL SLOPES. THE MINIMUM SLOPE OF SWALES SHALL BE 0.50%.7. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OFPERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROLSHALL BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TOADJACENT PROPERTY.8. PRIVACY, PERIMETER AND RETAINING WALLS ARE NOT PART OF THE GRADING.PLEASE SUBMIT SEPARATE PLANS AND CALCULATIONS FOR THESEIMPROVEMENTS TO THE BUILDING AND SAFETY DEPARTMENT FOR SEPARATEBUILDING PERMIT(S).GRADING NOTES1. ALL UNDERGROUND FACILITIES, INCLUDING SERVICE LATERALS, SHALL BE INPLACE WITH TRENCHES COMPACTED AND TESTED PRIOR TO BASE GRADEINSPECTION AND PAVING. THE CONTRACTOR SHALL SUBMIT TO THE CITYWRITTEN EVIDENCE ISSUED BY THE RESPECTIVE UTILITY PURVEYOR INDICATINGTHE SUBSURFACE PORTION OF THEIR UNDERGROUND FACILITIES HAS BEENINSTALLED AND ACCEPTED.2. LANE CLOSURES AND DETOURS SHALL BE POSTED, DELINEATED, AND LIGHTEDIN CONFORMANCE WITH THE CALTRANS MANUAL OF TRAFFIC CONTROLS FORCONSTRUCTION AND MAINTENANCE WORK ZONES AND ANY ADDITIONALREQUIREMENTS DEEMED NECESSARY BY THE CITY ENGINEER.3. ASPHALT CONCRETE PAVING, EXCEPT FOR OVERLAYS, SHALL BE INSTALLED INTWO (2) OR MORE COURSES WITH MIX DESIGNS THAT CONFORM TO SECTION400 OF THE REVISED STANDARD SPECIFICATIONS, COACHELLA VALLEYVERSION (GREEN BOOK), NOTED AS FOLLOWS: WEARING COURSE (UPPER COURSE): IIIA-C2-PG70-10 BASE COURSE (LOWER COURSES): IIIB-B3-PG70-10 HE WEARING COURSE SHALL BE 0.1 FEET THICK; THE BASE COURSE(S) SHALLCONTAIN THE BALANCE OF THE REQUIRED ASPHALT CONCRETE THICKNESS.4. MIX DESIGN REQUIRED: FOURTEEN (14) DAYS PRIOR TO COMMENCEMENT OFPAVING OPERATIONS, THE CONTRACTOR SHALL SUBMIT FOR CITY APPROVAL,A COMPLETE PROPOSED MIX DESIGN IDENTIFYING THE MIX CHARACTERISTICSSUCH AS AGGREGATE GRADATIONS, VOIDS IN MINERAL AGGREGATE (VMA),AIR VOIDS, AND S-VALUE FOR VARIOUS OIL CONTENTS FOR EACH MIX.5. A TACK COAT SHALL BE APPLIED TO EXISTING PAVEMENT, P.C.C. SURFACES,AND THE A.C. BASE COURSE, IF TRAFFIC HAS DRIVEN ON IT. THE TACK COATSHALL BE SLOW SETTING ANIONIC EMULSIFIED ASPHALT TYPE "SS-1H"CONFORMING TO SECTION 203-3 OF THE STANDARD SPECIFICATIONS. THELIQUID ASPHALT SHALL BE GRADE 60-70 AND APPLIED AT THE RATE OF0.1 GALLONS/YARD.6. NEW IMPROVEMENTS THAT JOIN EXISTING IMPROVEMENTS SHALL JOIN ORMATCH IN A MANNER SATISFACTORY TO THE CITY ENGINEER. CONSTRUCTIONOPERATIONS REQUIRED TO ACHIEVE A SAFE, DURABLE, AESTHETICALLYPLEASING TRANSITION BETWEEN THE NEW AND EXISTING IMPROVEMENTS MAYINCLUDE SAW CUTTING, REMOVAL, REPLACEMENT, CAPPING, AND/OR COLDPLANNING, AS NEEDED.7. ALL MANHOLES AND VALVE BOX FRAMES SHALL BE ADJUSTED TO FINAL GRADESAFTER PAVEMENT INSTALLATION IS COMPLETED.8. THE CURB SHALL BE ETCHED OR STAMPED SHOWING UTILITY SERVICE LATERALLOCATIONS AS FOLLOWS: "S" FOR SEWER "G" FOR GAS "E" FOR ELECTRICAL POWER.PAVING NOTES1. ALL MATERIALS AND CONSTRUCTION SHALL CONFORM TO THE STANDARDSPECIFICATIONS FOR THE CONSTRUCTION OF DOMESTIC WATERSYSTEMS (STANDARD SPECIFICATIONS) OF THE COACHELLA VALLEY WATERDISTRICT (CVWD).2. CONTRACTOR SHALL CONTACT CVWD’S CHIEF INSPECTOR UPON RECEIPT OFAPPROVED DRAWINGS TO ARRANGE THE PRECONSTRUCTION CONFERENCE.NO CONSTRUCTION SHALL BEGIN PRIOR TO THE PRECONSTRUCTIONCONFERENCE.3. CONTRACTOR SHALL SUBMIT TO CVWD A LIST OF MATERIALS TO BE USEDPRIOR TO THE PRECONSTRUCTION CONFERENCE. ONLY MATERIALS ON THEAPPROVED LIST MAY BE USED. LIST SHALL INCLUDE QUANTITY, MANUFACTURER,MODEL, SIZE AND OTHER PERTINENT DATA.4. ALL WORK SHALL BE INSPECTED BY CVWD. THE CHARGES FOR INSPECTIONSHALL BE IN ACCORDANCE WITH CVWD’S REGULATIONS.5. CONTRACTOR SHALL SCHEDULE HIS CONSTRUCTION ACTIVITIES DAILY WITHTHE INSPECTION DEPARTMENT BETWEEN 3:30 P.M. AND 4:30 P.M. FOR THEFOLLOWING WORKING DAY. IF CVWD IS UNABLE TO PROVIDE AN INSPECTOROR INSPECTORS, CONTRACTOR SHALL RESCHEDULE THE WORK FORANOTHER TIME. IF CONTRACTOR ELECTS TO CANCEL SCHEDULED WORKWITHOUT PRIOR NOTICE TO CVWD, CONTRACTOR SHALL BE CHARGED ONEHOUR OF INSPECTION TIME FOR EACH DAY OF OCCURRENCE.6. WORK PERFORMED WITHOUT INSPECTION SHALL BE REJECTED.7. COPIES OF THE COMPACTION TEST RESULTS SHALL BE FURNISHED TO THEINSPECTOR PRIOR TO PRESSURE TESTING. MINIMUM FREQUENCY OFCOMPACTION TESTING SHALL BE AS FOLLOWS: A SET OF PIPE ZONE ANDMIDTRENCH TESTS SHALL BE CONDUCTED OVER THE PIPELINE EVERY 300 FEETAND AT EVERY THIRD WATER SERVICE, HYDRANT, DETECTOR CHECK ORMANIFOLD.8. THE COVER FOR WATER DISTRIBUTION PIPELINES 24 INCHES IN DIAMETERAND SMALLER IN RESIDENTIAL DEVELOPMENTS WITH CURB AND GUTTERSHALL BE 36 INCHES. THE COVER FOR WATER DISTRIBUTION PIPELINES 30INCHES AND GREATER AND ANY PIPELINES LOCATED IN NON-RESIDENTIALAREAS SHALL BE 48 INCHES. STREETS SHALL BE BROUGHT TO SUBGRADE,SEWER INSTALLED AND CURB AND GUTTER INSTALLED BEFORE THE PIPELINEIS INSTALLED.9. POLYETHYLENE ENCASEMENT SHALL BE USED FOR ALL FERROUS PIPES,VALVES AND FITTINGS IN THE AREAS OF CORROSIVE SOILS AND/OR WHERETHE ELECTROCONDUCTIVITY OF THE SOIL IS LESS THAN 2,000 OHMS PERCUBIC CENTIMETER OR AS DIRECTED BY CVWD.10. ALL CONNECTIONS TO EXISTING FACILITIES WILL BE MADE BY CVWD AT THEOWNER’S EXPENSE. SIXTY DAYS NOTICE REQUIRED. CONTRACTOR SHALLSTART THE INSTALLATION AT THE TIE-IN CONNECTION PROVIDED.11. THE SEPARATION BETWEEN WATER AND SEWER FACILITIES SHALL BE ASSPECIFIED IN CVWD STANDARD DRAWING NO. W1.12. PIPELINES SHALL BE KEPT FREE OF DIRT, ROCKS AND FOREIGN MATERIALSDURING CONSTRUCTION. MECHANICAL CLEANING MAY BE REQUIRED AT THEDISCRETION OF THE CHIEF INSPECTOR.13. RESTRAINED JOINTS ARE REQUIRED UNDER PAVERS, DECORATIVECONCRETE, AND THROUGH EACH ENTRYWAY TO THE PROJECT. NO WATERPIPELINES SHALL BE INSTALLED UNDER CURBS OR SIDEWALKS.14. NO WATER SERVICE LINES OR METER BOXES SHALL BE INSTALLED INDRIVEWAYS.15. THESE PLANS MAY BE SUBJECT TO REVIEW AND/OR REVISION BY CVWD IFCONSTRUCTION HAS NOT STARTED WITHIN 12 MONTHS FROM DATE OFAPPROVAL AS SHOWN IN CVWD DRAWING APPROVAL BLOCKS16. CONTRACTOR SHALL CALL UNDERGROUND SERVICE ALERT (USA) AT 1-800-422-4133 AT LEAST TWO WORKING DAYS PRIOR TO START OF CONSTRUCTIONAND PROVIDE THE CVWD INSPECTOR THE USA NUMBER PRIOR TOEXCAVATION.WATER NOTES1. ALL REINFORCED CONCRETE PIPE (RCP) SHALL CONFORM TO APPLICABLEASTM AND CALTRANS HIGHWAY DESIGN MANUAL STANDARDS AND SHALL BEUTILIZED WITHIN THE CITY ROW. RCP SHALL BE SEALED WITH NON-SHRINKGROUT THROUGHOUT THE INSIDE CIRCUMFERENCE AND AT THE TOP ½EXTERIOR CIRCUMFERENCE.2. STORM DRAIN MANHOLE RINGS AND COVERS SHALL BE “ALHAMBRAFOUNDRY A-1497” OR EQUIVALENT PER ASTM A-48, CLASS 35B IRON, DIPPEDTWICE IN ASPHALT OR COAL TAR OIL (AC INSTALLATIONS), GALVANIZED LIDS &RINGS (CONCRETE INSTALLATIONS), HAVE 30” MINIMUM CLEAR OPENING,AND BE STAMPED “SD” ON COVER.3. ALL MATERIALS TESTING FOR THE DRAINAGE FACILITIES SHALL BE PROVIDEDBY THE CONTRACTOR IN ACCORDANCE WITH THE LOCATION ANDFREQUENCY REQUESTED BY THE CITY’S INSPECTOR OR AS DETERMINED BY THESOILS ENGINEER.4. STORM DRAIN FACILITIES SHALL BE CLEAN OF ALL DEBRIS PRIOR TO CITYACCEPTANCE.5. THE CONTRACTOR IS RESPONSIBLE TO PREVENT SILT CONTAMINATION OFSTORMWATER INFILTRATION FACILITIES DURING CONSTRUCTION OFSUBSEQUENT IMPROVEMENTS. IMMEDIATELY PRIOR TO FINAL ACCEPTANCEOF STORM DRAINAGE RETENTION/INFILTRATION FACILITIES, THE CONTRACTORSHALL CONDUCT, IN THE PRESENCE OF THE CITY INSPECTOR, A PERFORMANCETEST DESIGNED TO CLEARLY DEMONSTRATE THE FUNCTIONAL ADEQUACY OFTHE FACILITIES.STORM DRAINAGE NOTES1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING STRIPING WITHIN THEPROJECT LIMITS TO ENSURE COMPATIBILITY WITH THE SIGNING ANDSTRIPING PLANS.2. PAVEMENT LEGENDS SHALL BE PER THE PAVEMENT MARKING CHAPTEROF THE LATEST EDITION OF THE STANDARD HIGHWAY SIGNS MANUALPUBLISHED BY FHWA.3. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARDSPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION,AND CITY OF LA QUINTA STANDARD SPECIFICATIONS AND STANDARDPLANS, UNLESS OTHERWISE SPECIFIED.4. RAISED PAVEMENT MARKERS SHALL BE INSTALLED IMMEDIATELYFOLLOWING SECOND COAT STRIPING OPERATIONS AND SHALL UTILIZEBITUMINOUS ADHESIVE. RAPID SET EPOXY ADHESIVE FOR PAVEMENTMARKERS IS PERMITTED WITH PRIOR APPROVAL FROM CITY ENGINEER.5. TRAFFIC STRIPES AND MARKINGS SHALL BE APPLIED IN TWO COATS,WITH REFLECTORIZED MATERIAL IN BOTH COATS, AND SHALLCONFORM TO SECTION 84-3, ENTITLED PAINTED TRAFFIC STRIPES ANDPAVEMENT MARKINGS, AS SPECIFIED IN THE STATE STANDARDSPECIFICATIONS. THERE SHALL BE A MINIMUM OF 7 DAYS BETWEENTHE APPLICATION OF THE FIRST AND SECOND COATS. STRIPING SHALLBE FULLY APPLIED, INCLUDING DUAL STRIPED PARKING STALLS WITHRADIUS ENDS, LEGENDS, ETC., PRIOR TO INITIATION OF THE FIRSTCOAT WAITING PERIOD.6. THERMOPLASTIC TAPE/MARKINGS SHALL NOT BE UTILIZED UNLESSAPPROVED BY CITY ENGINEER.7. WHEN STREET IS CURB-LESS OR WHEN THE CURB ALIGNMENTPROVIDES AN UNRELIABLE BASIS FOR MEASUREMENT, STRIPINGCONTRACTOR SHALL USE CENTERLINE CONTROL POINTS (ON 50 FOOTCENTERS – I.E. STATIONS AND HALF STATIONS) PLACED DIRECTLY ONPAVEMENT BY A LICENSED SURVEYOR OR CIVIL ENGINEER AS A BASISFOR STRIPING LAYOUT.8. ALL TRAFFIC STRIPING AND PAVEMENT LEGENDS AND RAISEDPAVEMENT MARKERS THAT ARE CONFLICTING AS A RESULT OF THENEWLY INSTALLED WORK SHOWN ON THIS PLAN SHALL BE FULLYREMOVED BY GRINDING. NO ASPHALT PAINT SHALL BE UTILIZEDADJACENT TO LANE LINES FOR BLACKOUT/REMOVAL AND SLURRY SEALSHALL BE UTILIZED FOR BLACKOUT ADJACENT TO LANE LINES.SANDBLASTING MAY BE UTILIZED WITH PRIOR AUTHORIZATION BY THE CITYENGINEER. ALL REMOVALS TO BE PERFORMED TO THE SATISFACTION OF THECITY ENGINEER.9. DEBRIS FROM REMOVAL OPERATION SHALL BE CONTAINED WITHIN THE WORKAREA AND THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TOPROTECT PERSONS AND PROPERTY ADJACENT TO THE SANDBLASTINGOPERATIONS. THE DEBRIS RESULTING FROM THE SANDBLASTING SHALL BEIMMEDIATELY REMOVED AND DISPOSED OF BY THE CONTRACTOR. DEBRISWITHIN THE ROADWAY SHALL BE REMOVED BY MECHANICAL SWEEPING ORHIGH-POWER VACUUM.10. SCARRED PAVEMENT SURFACE RESULTING FROM REMOVAL OPERATIONSSHALL BE SEALED WITH ASPHALT PAINT CONFORMING TO SECTION 203-8 OFTHE STANDARD SPECIFICATIONS. SCARRED AREAS RESULTING FROM WORKOR GRAPHIC LEGEND REMOVAL SHALL BE FULLY COVERED WITH ANASPHALTIC PAINTED SQUARE OR RECTANGULAR SHAPE THAT COMPLETELYOBLITERATES THE OLD LEGEND FORM. PLEASE CONTACT CITY INSPECTIONSTAFF PRIOR TO APPLICATION OF ASPHALT SEALANT.11. ALL SIGNS SHALL CONFORM TO SECTION 56-2, ENTITLED "ROADSIDE SIGNS,"AS SPECIFIED IN THE STATE STANDARD SPECIFICATIONS. SIGNS SHALL BEREFLECTORIZED SHEET ALUMINUM USING HIGH INTENSITY GRADE SHEETINGTHAT MEET THE REQUIREMENTS OF REVISION 2 TO THE 2003 MUTCD. ALLSIGNS SHALL BE MOUNTED WITH THEFT/VANDAL-PROOF FASTENERS.12. PER GOVERNMENT CODE SECTION 4216, IF THE WORK IS IN AN AREA WHICHIS KNOWN, OR REASONABLY SHOULD BE KNOWN, TO CONTAIN SUBSURFACEINSTALLATIONS, CONTRACTOR SHALL CONTACT UNDERGROUND SERVICEALERT (U.S.A.) AT 1-800-422-4133) AND OBTAIN AN INQUIRY IDENTIFICATIONNUMBER AT LEAST TWO WORKING DAYS (48 HOURS) PRIOR TO COMMENCINGANY WORK THAT PENETRATES THE EXISTING SURFACE.13. STRIPING LAYOUT SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TOAPPLICATION OF PERMANENT PAINT. PLEASE CONTACT THE CITYENGINEERING DEPARTMENT 48 HOURS PRIOR TO LAYOUT.14. STEEL SIGN POSTS INSTALLED IN CONCRETE AREAS SHALL BE INSTALLED INTELSPAR STEEL SLEEVES OR EQUAL TO FACILITATE REPLACEMENT. WOODPOSTS ARE NOT TO BE UTILIZED FOR PERMANENT SIGNAGE INSTALLATIONS.BREAKAWAY POSTS SHALL BE USED FOR ANY SIGNS LOCATED IN THETRAVELED WAY OR IN THE 20 FT CLEAR ZONE OF THE ROADWAY SHOULDER. SIGNING & STRIPING NOTES
WWWWWWWWW8" FIREPROPERTY LINEPROPERTY LINEPROPERTY LINE1EX. FH, BOLLARDS,VALVE1EX. FH, BOLLARDS,VALVE9EX. FH, BOLLARDS,VALVE2222EX. CELL SITE1EX. TRASH ENCL1231EX. FIRE LINEEX. BUILDING11EX. FIRE LINE1EX. FIRE LINE1EX. TELEPHONE1EX. ELEC1EX.DRYWELLEX. BUILDING18APPROX. LOCATIONEX. IRRIGATION76666665C.V.W.D. STORM WATER CHANNEL$YHQLGD3LFR6WH&6DQ&OHPHQWH&$ C:\Users\stran\OneDrive\Projects\1012 Extra Space 1561 La Quinta\Engineering\ConDocs\Sheet-Files\1012-DM.dwg, DEMO, Aug 16, 2021 4:22pm, stranKnow what'sR0204060 feet1"=20'10'(02/,7,21.(<127(61WWZKy/Dd >/D/dK&^thd2Z DKs E/^WK^ K& y͘Ws D Ed3WZKd d/EW> y/^d/E'/d D/E/d ͘LEGENDDEMOLITION PLANZ DKs E/^WK^ K& y͘KE͘s>> z'hdd Z4Z DKs E/^WK^ K& y͘&/Z >/E 5Z DKs E/^WK^ K& y͘WZ</E'>/',dEWKt Z^hWW>z61. DEMOLITION LIMITS AND DESCRIPTIONS ARE APPROXIMATE. VERIFY EXISTINGSITE CONDITIONS AND INVESTIGATE EXISTING CONDITIONS AS REQUIRED TOPROPERLY COORDINATE PROPOSED IMPROVEMENTS WITH EXISTINGCONDITIONS.2. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO START OFCONSTRUCTION.3. CONTRACTOR SHALL HAVE UTILITIES LOCATED WITHIN THE LIMITS OF WORKPRIOR TO THE START OF DEMOLITION. CONTRACTOR SHALL NOTIFY ENGINEEROF ANY POTENTIAL CONFLICTS.4. DEMOLITION AND REMOVALS SHALL INCLUDE ALL ITEMS IDENTIFIED FORDEMOLITION OR REMOVAL ON THIS SHEET AS WELL AS INCIDENTALDEMOLITION AND REMOVALS REQUIRED FOR CONSTRUCTION OF THEPROPOSED IMPROVEMENTS.5. CONTRACTOR SHALL PRESERVE AND PROTECT ALL EXISTING SITE FEATURESAND FACILITIES THAT ARE NOT SPECIFIED FOR DEMOLITION AND REMOVAL.6. CONTRACTOR SHALL INSTALL AND MAINTAIN ALL REQUIRED EROSION ANDSEDIMENTATION BMPS FOR THE DURATION OF THE PROJECT. CONTRACTORSHALL BE RESPONSIBLE FOR ANY RELATED FINES.7. CONTRACTOR IS RESPONSIBLE FOR PROPER REMOVAL AND DISPOSAL OF ALLDEMOLITION ITEMS.8. CONTRACTOR SHALL IMPLEMENT NECESSARY MEASURES AND SCHEDULING TOMINIMIZE IMPACT OF DEMOLITION WORK ON THE OPERATION OF THE EXISTINGSITE.9. ALL WORK TO CONFORM TO STANDARD SPECIFICATIONS FOR PUBLIC WORKSCONSTRUCTION (CURRENT EDITION) AS AMENDED BY THE CITY.GENERAL DEMOLITION NOTESKKZ/Ed DK>/d/KE>/D/d^&KZEKWzt/d,EKWzW>E^7 y͘/ZZ/'d/KE>/E ͘WZKd d/EW> ͬZ >Kd ͘8Z DKs y͘,zZEd͕>d Z>dKs>s ͕>K^ s>s ͕Z DKs Z/^ Z͕Z DKs s>s Ky͕<&/>>dZ E,W Z d/>,͕^, dϳ9
8" FIRE95 LF8" SDS=.0035168 LF8" SDS=.003524" SDS=0.095 LF8" SDS=.0035144 LF8" SDS=.003512" SDS=.00269.0569.2468.8068.8069.3069.4169.4769.1469.1868.8869.5169.7869.0669.3269.5769.3969.4869.0968.6967.5767.4467.2467.2267.0967.1767.0267.0567.0267.0567.1167.0267.1667.2967.3667.4767.7467.9468.2368.5168.9468.6368.2368.0067.9667.9368.0367.7967.9667.7667.6268.0667.9968.0068.2568.7368.6668.3568.2668.0368.1668.4868.8468.9468.9468.5368.3868.1567.8168.4068.7569.0769.5269.4669.3869.1468.8868.6267.9068.1267.9967.9568.2668.8169.0868.3568.7168.8469.1467.4867.8867.7067.7267.4568.3268.0868.4067.7968.1768.5868.76WWWWWWWWW69.49 FF69.32 FS2%69.28 FSPROPOSED BUILDINGSLOPE FF(PAD = FF - 0.75')68.19 FF68.02 FS0.42%69.65 FF69.48 FS69.53 FF69.36 FS69.65 FF69.48 FS69.85 FF68.68 FS68.55 FS2.4%69.33 FS69.29 FS1%3%69.52 FS2.2%67.91 FS68.15 FF67.98 FS68.23 FF68.21 FS68.13 FS67.98 FS3%69.49 FF69.32 FS68.19 FF68.02 FS68.15 FF67.98 FS68.06 FS69.85 FF68.63 FS2%PROPOSED CARPORTFIRE SPRINKLERED11311222245367.54 FS9%67.93 FS1%1.5%0.65%67.8 RIM24"(W)=62.812"(S)=63.868.93 FL MATCH EX.24"(E)=62.8PROPERTY LINEPROPERTY LINEPROPERTY LINE5'7.5'5'5'220.6%0.4%53.4'466666167.6RIM68.4RIM68.5RIM67.8RIM69.2RIM68.3 RIM8"(E,W)=63.8512"(N)=63.8568.0 RIM8"(W,S)=64.3568.0 RIM8"(E)=64.6869.1 RIM8"(E)=64.4469.3 RIM8"(E)=64.776.0%5'
5'20'33330.3%68.30 FS368.03 FLMATCH EX.67.82 FLMATCH EX.1001 Avenida Pico, Ste. C-121, San Clemente, CA 92673 (949) 431-0610C:\Users\stran\OneDrive\Projects\1012 Extra Space 1561 La Quinta\Engineering\ConDocs\Sheet-Files\1012-GR.dwg, GRADING, Sep 09, 2021 9:46am, stranKnow what'sRBMP DESIGN (INFILTRATION TRENCHProposed Impervious Area: 38,55 SF (0.9 AC)Vbmp = 0.36 * 0.9 * 43,560 = 1,162 ft3STORM DRAIN CONSTRUCTION NOTES1INSTALL PVC STORM DRAIN LINE (SCH40) AND REQUIRED FITTINGSPER MANUFACTURER RECOMMENDATIONS2INSTALL DOWNSPOUT CONNECTION PER DETAIL E, SHEET 73INSTALL CLEANOUT PER DETAIL G, SHEET 74CONSTRUCTION NOTES1INSTALL AC PAVEMENT PER DETAIL C, SHEET 72INSTALL 3' CONC. VALLEY GUTTER PER DETAIL B, SHEET 75INSTALL INFILTRATION TRENCH PER DETAIL D, SHEET 7INSTALL 24" NYLOPLAST DRAIN INLET W/ REM TR14CR(32) FILTER WITH MEDIAPER DETAIL A, SHEET 73SAWCUTLEGENDPRECISE GRADING PLAN020 4060feet1"=20'10LOADING ZONE PER ARCHITECTURE PLANS41. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO START OF CONSTRUCTION.2. CONTRACTOR SHALL HAVE UTILITIES LOCATED WITHIN THE LIMITS OF WORKPRIOR TO THE START OF DEMOLITION. CONTRACTOR SHALL NOTIFY ENGINEEROF ANY POTENTIAL CONFLICTS.3. CONTRACTOR SHALL COORDINATE LOCATION OF DRYWELLS WITHCONDENSER DRAIN LINES SHOWN ON MECHANICAL PLANS.4. DEMOLITION AND REMOVALS SHALL INCLUDE ALL ITEMS IDENTIFIED FORDEMOLITION OR REMOVAL ON THIS SHEET AS WELL AS INCIDENTALDEMOLITION AND REMOVALS REQUIRED FOR CONSTRUCTION OF THEPROPOSED IMPROVEMENTS.5. CONTRACTOR SHALL PRESERVE AND PROTECT ALL EXISTING SITE FEATURESAND FACILITIES THAT ARE NOT SPECIFIED FOR DEMOLITION AND REMOVAL.SITE FEATURES DAMAGED BY CONTRACTOR SHALL BE REPAIRED OR REPLACEDAT CONTRACTOR'S EXPENSE.6. SITE KEYNOTE IMPROVEMENTS SHALL INCLUDE ALL ANCILLARY ITEMSNECESSARY FOR CONSTRUCTION IN THE UNIT COST.7. SITE FEATURES DESIGNATED FOR REMOVAL AND REPLACEMENT WHICH AREDAMAGED DURING REMOVAL SHALL BE REPLACED AT CONTRACTOR'SEXPENSE.8. CONTRACTOR SHALL INSTALL AND MAINTAIN ALL REQUIRED EROSION ANDSEDIMENTATION BMPS FOR THE DURATION OF THE PROJECT. CONTRACTORSHALL BE RESPONSIBLE FOR ANY RELATED FINES.9. CONTRACTOR IS RESPONSIBLE FOR PROPER REMOVAL AND DISPOSAL OF ALLDEMOLITION ITEMS.10. CONTRACTOR SHALL IMPLEMENT NECESSARY MEASURES AND SCHEDULING TOMINIMIZE IMPACT OF DEMOLITION WORK ON THE OPERATION OF THE EXISTINGSITE.11. ALL WORK TO CONFORM TO STANDARD SPECIFICATIONS FOR PUBLIC WORKSCONSTRUCTION (CURRENT EDITION) AS AMENDED BY THE CITY (CURRENTEDITION).GRADING AND DRAINAGE NOTES6INSTALL DRYWELL PER DETAIL F, SHEET 79/9/21
8" FIRE95 LF8" SDS=.0035168 LF8" SDS=.003524" SDS=0.095 LF8" SDS=.0035144 LF8" SDS=.003512" SDS=.002PROPOSED BUILDINGSLOPE FF11PROPOSED CARPORTFIRE SPRINKLERED234PROPERTY LINEPROPERTY LINEPROPERTY LINE5'7.5'5'5'5'53.4'C.V.W.D. STORM WATER CHANNEL5123456782.5'2.5'2.5'2.5'3'9101112131428'666WWWWWWWWW5'10'20'5'1516Point TablePoint #19234567810Raw DescriptionBLDGSDBLDGBLDGBLDGBLDGBLDGBLDGBLDGSDNorthing2202424.71722202453.18962202414.01452202354.01492202343.38442202344.43342202355.13612202415.13582202425.76632202453.7829Easting6551094.83526551086.73866551084.20476551084.40786551095.11056551405.10876551415.73926551415.53626551404.83356551262.0699Point TablePoint #111213141516Raw DescriptionCARPORTCARPORTCARPORTCARPORTFLFLNorthing2202548.37552202482.72632202455.29142202455.83752202446.27742202446.2069Easting6551086.83896551280.28196551264.56586551084.72966551260.34416551239.5158$YHQLGD3LFR6WH&6DQ&OHPHQWH&$ C:\Users\stran\OneDrive\Projects\1012 Extra Space 1561 La Quinta\Engineering\ConDocs\Sheet-Files\1012-UT.dwg, UTILITY, Aug 16, 2021 4:28pm, stranKnow what'sR:$7(5&216758&7,21127(61KEE ddK y͘&/Z >/E t/d,/WD ,͘:K/EdtZW/EWK>z d,z> E 2/E^d>>ϴΗWK>z d,z> E tZWW /W>ϭϱϬ&/Z >/E W Z d/>,͕^, dϳ3 y͘&/Z ,zZEd͕s>s ͕'hZWK^d^ͲWZKd d/EW> UTILITY/HORIZONTAL CONTROL PLAN0204060 feet1"=20'10LEGEND1. CONTRACTOR TO CONFIRM PIPE SIZES AND LOCATIONS PRIOR TOCONSTRUCTION.2. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO START OF CONSTRUCTION.3. CONTRACTOR SHALL HAVE UTILITIES LOCATED WITHIN THE LIMITS OF WORKPRIOR TO THE START OF DEMOLITION. CONTRACTOR SHALL NOTIFY ENGINEEROF ANY POTENTIAL CONFLICTS.4. DEMOLITION AND REMOVALS SHALL INCLUDE ALL ITEMS IDENTIFIED FORDEMOLITION OR REMOVAL ON THIS SHEET AS WELL AS INCIDENTALDEMOLITION AND REMOVALS REQUIRED FOR CONSTRUCTION OF THEPROPOSED IMPROVEMENTS.5. CONTRACTOR SHALL PRESERVE AND PROTECT ALL EXISTING SITE FEATURESAND FACILITIES THAT ARE NOT SPECIFIED FOR DEMOLITION AND REMOVAL.SITE FEATURES DAMAGED BY CONTRACTOR SHALL BE REPAIRED OR REPLACEDAT CONTRACTOR'S EXPENSE.6. SITE KEYNOTE IMPROVEMENTS SHALL INCLUDE ALL ANCILLARY ITEMSNECESSARY FOR CONSTRUCTION IN THE UNIT COST.7. SITE FEATURES DESIGNATED FOR REMOVAL AND REPLACEMENT WHICH AREDAMAGED DURING REMOVAL SHALL BE REPLACED AT CONTRACTOR'SEXPENSE.8. CONTRACTOR SHALL INSTALL AND MAINTAIN ALL REQUIRED EROSION ANDSEDIMENTATION BMPS FOR THE DURATION OF THE PROJECT. CONTRACTORSHALL BE RESPONSIBLE FOR ANY RELATED FINES.9. CONTRACTOR IS RESPONSIBLE FOR PROPER REMOVAL AND DISPOSAL OF ALLDEMOLITION ITEMS.10. CONTRACTOR SHALL IMPLEMENT NECESSARY MEASURES AND SCHEDULING TOMINIMIZE IMPACT OF DEMOLITION WORK ON THE OPERATION OF THE EXISTINGSITE.11. ALL WORK TO CONFORM TO STANDARD SPECIFICATIONS FOR PUBLIC WORKSCONSTRUCTION (CURRENT EDITION) AS AMENDED BY THE CITY AND THECOACHELLA VALLEY WATER DISTRICT STANDARDS (CURRENT EDITION).GENERAL WATER NOTES4Z DKs y͘&/Z ,zZEd͕>d Z>dKs>s ͕>K^ s>s ͕Z DKs Z/^ Z͕Z DKs s>s Ky͕<&/>>dZ E,W Z d/>,͕^, dϳ5KE^dZhdϰΗWK>z d,z> E tZWW /W&/Z Z/^ Z^ Zs/ tͬK>>Z^͕ϴΗyϰΗd Θ'd s>s W Z d/>>͕^, dϳ1. THIS HORIZONTAL CONTROL PLAN IS PROVIDED AS A COURTESY TO THE CONTRACTOR. ALL DIMENSIONS AND COORDINATES SHALL BE VERIFIED PRIOR TO CONSTRUCTION.2. THE CONTRACTOR SHALL HIRE A COMPETENT SURVEYOR TO PROVIDE CONSTRUCTION STAKING. THE SURVEYOR SHALL REVIEW THE PLANS AND ALERT THE ENGINEER OF ANY DISCREPANCIES IN ADVANCE OF STAKING TOALLOW THE ENGINEER ADEQUATE TIME TO PREPARE A RESPONSE.3. THE PROJECT CONTAINS BUILT ITEMS THAT ARE INCLUDED ON SEVERAL SETSOF PLANS (BUILDINGS, CARPORT, LIGHTING, MECHANICAL ETC.). THE CONTRACTOR AND HIS SURVEYOR SHALL REVIEW ALL SETS OF PLANS FOR CONFLICTS PRIOR TO CONSTRUCTION AND NOTIFY THE ENGINEER OF ANYCONFLICTS IN ADVANCE OF STAKING TO ALLOW THE ENGINEER OR OTHER DESIGN PROFESSIONAL ADEQUATE TIME TO PREPARE A RESPONSE.HORIZONTAL CONTROL NOTESPRIVATE FIRE MAIN DETAILS PRESENTED HERE ARE "CONCEPTUAL ONLY" ASSEPARATE DEFERRED SUBMITTAL TO THE LQ OFFICE OF THE MARSHAL IS REQUIRED.6/E^d>>dzW >h Z &>d͘DZ< Z͕ D Edtͬ,KdD >d/dhD E, ^/s
WWWWWWWWW8" FIRE95 LF8" SDS=.0035168 LF8" SDS=.003524" SDS=0.095 LF8" SDS=.0035144 LF8" SDS=.003512" SDS=.002WM-8SE-10SE-5SE-10SE-10SE-5PROPERTY LINEPROPERTY LINEPROPERTY LINEEX. BUILDINGEX. BUILDINGC.V.W.D. STORM WATER CHANNELWM-9$YHQLGD3LFR6WH&6DQ&OHPHQWH&$ C:\Users\stran\OneDrive\Projects\1012 Extra Space 1561 La Quinta\Engineering\ConDocs\Sheet-Files\1012-EC.dwg, EROSION, Aug 31, 2021 2:39pm, stranKnow what'sREROSION CONTROL PLAN0204060 feet1"=20'10N.T.S.Fiber roll8' minSlopevaries12" min2" min3/4" x3/4"wood stakesmax 4'spacingENTRENCHMENT DETAIL4" max4' max4' maxNote:Install fiber rollalong a level contour.Fiber rolls4' max4' maxInstall a fiber roll nearslope where it transitionsinto a steeper slopeTYPICAL FIBER ROLL INSTALLATIONN.T.S.Vertical spacingmeasured along theface of the slopevaries between10' and 20'FIBER ROLLS SE-5STABILIZED CONSTRUCTION ENTRANCE/EXIT TC-1CONCRETE WASTE MANAGEMENT WM-8STORM DRAIN INLET PROTECTION SE-10LEGENDINSTALL FIBER ROLL PER DETAIL SE-5INSTALL CONCRETE WASH AREA PER DETAIL WM-8INSTALL INLET PROTECTION PER DETAIL SE-10INSTALL SEPTIC WASTE MANAGEMENT PER WM-9 - PROVIDE DISPOSAL, MAINTENANCE, INSPECTION,AND TRAINING IN ACCORDANCE WITH LOCAL AND STATE REGULATIONS.INSTALL CONSTRUCTION ENTRANCE PER DETAIL TC-1EROSION AND SEDIMENT CONTROL NOTESxIT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN CONTROL OF THE ENTIRECONSTRUCTION OPERATIONS AND TO KEEP THE ENTIRE SITE IN COMPLIANCE WITH THE SOIL EROSIONCONTROL PLAN.xPLAN PREPARER: STRAND ENGINEERING, INC., 1001 AVENIDA PICO C121, SAN CLEMENTE, CA 92673,(949)431-0610.xTHIS PLAN IS INTENDED TO BE USED FOR INTERIM EROSION AND SEDIMENT CONTROL ONLY AND IS NOTTO BE USED FOR FINAL ELEVATIONS OR PERMANENT IMPROVEMENTS.xCONTRACTOR SHALL BE RESPONSIBLE FOR MONITORING EROSION AND SEDIMENT CONTROLMEASURES PRIOR, DURING AND AFTER STORM EVENTS. MONITORING INCLUDES MAINTAINING A FILEDOCUMENTING ON-SITE INSPECTIONS, PROBLEMS ENCOUNTERED, CORRECTIVE ACTIONS, AND NOTESAND A MAP OF REMEDIAL IMPLEMENTATION MEASURES.xREASONABLE CARE SHALL BE TAKEN WHEN HAULING ANY EARTH, SAND, GRAVEL, STONE, DEBRIS ORANY HAZARDOUS SUBSTANCE OVER ANY PUBLIC STREET, ALLEY OR OTHER PUBLIC PLACE. SHOULDANY BLOW, SPILL, OR TRACK OVER AND UPON SAID PUBLIC OR ADJACENT PRIVATE PROPERTY,IMMEDIATE CLEAN-UP SHALL OCCUR.xCONSTRUCTION ENTRANCES SHALL BE INSTALLED PRIOR TO COMMENCEMENT OF GRADING. ALLCONSTRUCTION TRAFFIC ENTERING ONTO THE PAVED ROADS MUST CROSS THE STABILIZEDCONSTRUCTION ENTRANCEWAY.xSANITARY FACILITIES SHALL BE MAINTAINED ON-SITE AS APPROPRIATE AND AWAY FROM THE STREET INTHE CASE OF A SPILL.xDURING THE RAINY SEASON, ALL PAVED AREAS SHALL BE KEPT CLEAR OF EARTH MATERIAL ANDDEBRIS. AL EARTH STOCKPILES OVER 2.0 YDS SHALL BE COVERED BY A TARP AND RINGED WITH STRAWBALES OR SILT FENCING,. THE SITE SHALL BE MAINTAINED SO AS TO MINIMIZE SEDIMENT-LADEN RUNOFFTO ANY STORM DRAINAGE SYSTEM INCLUDING EXISTING DRAINAGE SWALES SAND WATERCOURSES.xCONSTRUCTION OPERATIONS SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION AND WATERPOLLUTION WILL BE MINIMIZED. STATE AND LOCAL LAWS CONCERNING POLLUTION ABATEMENT SHALLBE COMPLIED WITH.xTHE FACILITIES SHOWN ON THIS PLAN ARE DESIGNED TO CONTROL EROSION AND SEDIMENT DURINGTHE RAINY SEASON, OCTOBER 15TH TO APRIL 30TH. FACILITIES ARE TO BE OPERABLE PRIOR TOOCTOBER 15TH OF ANY YEAR. GRADING OPERATIONS DURING THE RAINY SEASON WHICH LEAVEDENUDED SLOPES SHALL BE PROTECTED WITH EROSION CONTROL MEASURES IMMEDIATELYFOLLOWING GRADING ON THE SLOPES.xCONTRACTOR IS RESPONSIBLE FOR PREPARING AND SUBMITTING TO THE STATE OF CALIFORNIA ALLREQUIRED REPORTS AND DATA ON A MONTHLY BASIS INCLUDING RAIN EVENT ACTION PLANS (REAPS),MONTHLY REPORTS, QUARTERLY INSPECTION REPORTS, ANNUAL REPORTS, AND NOTICE OFTERMINATION (NOT).xCONTRACTOR IS RESPONSIBLE FOR PAYMENT OF ALL FINES RELATED TO DISCHARGE OF STORM WATERPOLLUTANTS.CONSTRUCT GRAVEL BAG BERM BYTIGHLY ABUTTING GRAVEL-FILLED GABSTO ELIMINATE GAPS AND VOIDSSPILLWAY WITH SINGLE LAYER OFGRAVEL-FILLED BAGS
$YHQLGD3LFR6WH&6DQ&OHPHQWH&$ C:\Users\stran\OneDrive\Projects\1012 Extra Space 1561 La Quinta\Engineering\ConDocs\Sheet-Files\1012-DT.dwg, DETAILS, Aug 16, 2021 4:29pm, stranKnow what'sR&21&9$//(<*877(54"MIN12" MIN&586+(':$6+('52&.%$&.),//=21(6+$//%(&203$&7('72$0,1,080 &203$&7,21121:29(1*(27(;7,/()$%5,&29(5/$33(5)25$7('+'3(3'6" P.C.C.4" CLASS II A.B. COMPACTED TO95% RELATIVE DENSITYSCARIFY 12" AND COMPACT TO90% RELATIVE DENSITY2-#4 BARS1" TO 3'1.5'3" AC4" CLASS II A.B. COMPACTED TOMIN. 95% RELATIVE DENSITY12" COMPACTED SUBGRADE TOMIN. 90% RELATIVE DENSITY4" DOWNSPOUT PER ARCHITECTURAL6" PVC DRAINCONNECT TO STORMDRAIN1% MIN90° ELBOW12" DIA PERFORATED PVC PIPE3/4" CRUSHED WASHED ROCK30"24"8"X12" PVC REDUCERPCC COLLAR, 560-C-3250BINGHAM & TAYLORCLEANOUT BOX NO. 76218" PVC PIPE6"PVC COND DRAINLINE FROM BUILDINGSEE PLANS FOR SIZELINE DRYWELL W/ MIRIFI 140N24"DETAILSFINISH SURFACE45° BENDNOTES:1. CHIMNEY SIZE AND CONNECTIONS SHALLBE 8".2. PIPE AND FITTINGS SHALL BE PVC3. BEDDING AND BACKFILL SHALL BE THESAME AS FOR STORM DRAIN MAIN.PROPOSED STORM DRAINVARIESVARIES45° WYEBINGHAM & TAYLORCLEANOUT BOX NO. 7621PCC COLLAR, 560-C-32508" PVC PIPEAASECTION A-APLAN24" MIN12" MIN42" MINPCC, 560-C-3200UNDISTURBED SOILSHORING AND BRACING OF TRENCH IS THERESPONSIBILITY OF THE CONTRACTOR ANDSHALL BE IN COMPLIANCE WITH ALLAPPLICABLE CALIFORNIA SAFETY LAWSAC PAVEMENT SEEDETAIL THIS SHEET12" COMPACTED SUBGRADE TOMIN. 90% RELATIVE DENSITY),//6$1'253($*5$9(/3' MINNOTE:TRENCH BACKFILL SHALL MEET REQUIREMENTS OF NFPA 24: 10.9.1 AS AMENDED BY CA FIRE CODE.BACKFILL SHALL BE WELL TAMPED IN LAYERS OR PUDDLE UNDER AND AROUND PIPES TO PREVENTSETTLEMENT OR LATERAL MOVEMENT. BACKFILL SHALL CONSIST OF CLEAN FILL SAND OR PEA GRAVELTO A MINIMUM 6" BELOW AND TO A MINIMUM 12" ABOVE PIPE AND SHALL CONTAIN NO ASHES,CINDERS, REFUSE, ORGANIC MATTER, OR OTHER CORROSIVE MATERIALS. OTHER BACKFILL MATERIALSAND METHODS ARE PERMITTED WHERE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER ANDAPPROVED BY THE ENFORCING AGENCY.PAINT WITH TWO COATS FIRE ENGINE REDTWO 3" BANDS OF REFLECTIVE WHITE TAPEPCC, 560-C-320012"30"6"THRUST BLOCK, SEE DETAILTHIS SHEETCLOW 860 HYDRANTCLOW LP619 BREAK-OFFCHECK VALVECHRISTY G8 TRAFFIC VALVE BOX.CAST IRON COVER & RIMINSCRIBED "FIRE"6" GATE VALVE WITHFLANGE & R.T. FITTINGSTHRUST BLOCK, SEE DETAILTHIS SHEET6" POLY WRAPPED DIP11"8"PCC, 560-C-3200TYPE C BLUE REFLT. MARKERCEMENT W/ HOTMELT BITUMEN ADHESIVETEE W/ 6" FLANGE & R.T.FITTINGS12" PVC SDR35 RISERSYSTEM RISERSEE FIRE SPRINKLERPLANS FOR DETAILS4" DIP CLASS 150POLY WRAPPEDJOINT RESTRAINTPAVEMENTDIP FLANGE AND SPIGOTPIECE, POLY WRAPBELOW GRADEFOOTINGCALCULATIONS:SANDY SILT (3,000 PSI)WORKING PRESSURE 150 PSI, SF 1.5MIN HORIZONTAL BEARING AREA FOR 8" MAIN (90°) 6.8 SFPER THRUST BLOCK SPREADSHEET10' MINIMUM12"6"2-BOLLARDS PERDETAIL K THISSHEET3' MIN