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HomeMy WebLinkAbout2014 - Coramar Court nrr vnL: BYI061� ENGINEER WEST FRONT VILLAGE [RLUSSTHOMP,4 PEc 9C1TM �cIN�R DCD Owl _ 5 TRACT 2 9 70 DIELPEUDEMDR,EE DISCLOSED TO 40THERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE E\A FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED VOTHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP.VISUAL CONTACT WITH CONSTRUCTION DOCUMENTS TTAL OF L NOT RRRIVI is a California Corporation RS�°ES'G"E OF �G�°U` c°F THESE °�R""Tp=°°0 00 ATAbc. ADERO , CALIFORNIA � u W M z � °' COUNTY OF SAN LUIS . OBIspO Q z W AN ADDENDUM TO TWE APPROVED TRACT MAP FOR TRACT 262 1 APPROVED ON MARCH 6 2009 W � s UOJgm main PROJECT DIRECTORY VICINITY MAP SHEET INDEX Ma OWNER TS-1 . 1 - 1 .3 TITLE SHEET & GENERAL NOTES 'v0 COASTAL COMMUNITY BUILDERS, INC. PHONE: (805) 556-3060 701 C=1 .0 SITE IMROVEMENT PLAN � ■' g m 320 JAMES WAY, STE. 280 FAX: (805) 556--3065 m C-2.0 SITE GRADING, DRAINAGE & UTILITY PLAN co PISMO BEACH , CA 934492 � % LS-2. 1 IRRIGATION PLAN � n. 6 E LS-2.2 IRRIGATION PLAN � c 3 � PROJECT LEAD / CIVIL ENGINEER � LS-2.3 IRRIGATION PLAN � Ecn RRM DESIGN GROUP � o LS-2.4 IRRIGATION DETAILS CO o y � s 3765 SOUTH HIGUERA, SUITE 102 PHONE: (805) 543-1794 \a LS-3. 1 PLANTING PLAN cj� -§ _ SAN LUIS OBISPO, CA 93401 FAX: (805) 543-4609 � LS-3.2 PLANTING PLAN v m �. CONTACT: TIM WALTERS azO„Qa. o z LS-3.3 PLANTING PLANc: �(2) m \ ��, \r0 LS-3.4 PLANTING LEGEND, NOTES & DETAILS0 u")wc> 5.co — QSP (QUALIFIED SWPPP PRACTITIONER) � PROJECT vo b 9 EC-1 .00 - 1 . 1 EROSION CONTROL SITE PLAN a ^ n � sI,E � P� � u � P PHONE: L � FAX: �-.._%1'� � cu CONTACT: pTASCADERO 1101 , SURVEY INFO BASIS OF BEARINGS � wC%4RECORD BEARINGS AND DISTANCES OF LOTS 19-27 OF TRACT MAP x Z' NO. 2621 IN THE CITY OF ATASCADERO, COUNTY OF SAN LUIS OBISPO, � U) STATE OF CALIFORNIA, ACCORDING TO, MAP FILED IN BOOK,29, PAGES U ui 66 THROUGH 74 OF MAPS, IN THE, OFFICE OF THE COUNTY RECORDER Q ~ H � OF Sr"I'dD COUNTY. UL TACT 221 PROJECT BENCHMARK CZ y � DESCRIPTION: CALTRANS CONTROL POINT DESIGNATION: SLO101 LOROMARCTPM44.01 BEING A 2" BRASS CAP STAMPED "PM 44:01 " ON BRIDGE m T #49160 ON SIDEWALK DIRECTLY OVER THE WEST PIER, 67.33 LT NO� I REVISION DATET 97 320+$4.416 SLO-C, HAVING AN ELEVATION OF 991 .71 FEET, NAVD88. APPROVEDJ PROJECT ADDRESS - '""""° .p LYri OFAihEC,y@pp pM�wORKS DEPARTMENT DRAWN j er INTERSECTION OF COROMAR COURT AND PORTOLA ROADINATASCADER0. SBWar�kEoe:-- ' KEY MAPDATEJANUARY 14,2014CAD FILE JOB rvuMeEn 1013021 SHEET TS 1 . 1 ENGINEER OF RECORD: 1'ES.S/ GftE&"`RAL NOTEZ05A GRADING NOTES: 1. APPROVED PLANS -NO CONSTRUCTION SHALL BE STARTED WITHOUT PLANS 23. OWNER AND OR OWNER'S CONTRACTOR ARE TO TAKE PRECAUTION AGAINST 1. ALL GRADING AND RELATED CONSTRUCTION SHALLCONFORM TO THE REQUIREMENTS AND o 8895 APPROVED BY THE CITY OF ATASCADERO. ;THE CITY SHALL BE NOTIFIED AT LEAST DAMAGING ROAD SURFACES. NOTE: THE EXISTING STREET SECTIONS ADJACENT TO ADOPTED ORDINANCES OF THE CITY OF ATASCADERO, INCLUDING THE 1997 EDS., U.B.C., U.P.C., 48 HOURS PRIOR TO STARTING CONSTRUCTION. ANY CONSTRUCTION DONE THE PROPERTY MAY BE SUBSTANDARD AND MAY BE SUBJECT TO DAMAGE BY HEAVY U.M.C.,THE 1996 ED. N.E.G., AND L.U.O., C.Z.L.U.O.,TITLE 19,TITLE 24,AND STANDARDS WITHOUT APPROVED PLANS OR WITHOUT NOTIFICATION TO THE CITY MAY BE LOADING/EQUIPMENT DURING CONSTRUCTION. THE OWNER IS RESPONSIBLE.FOR PERTAINING THERETO. IV%ti► �� REJECTED AND WILL BE AT THE CONTRACTOR'S AND/OR OWNER'S RISK.THE PROTECTION AGAINST AND/OR REPAIR OF,AT OWNER'S EXPENSE,ANY/ALL DAMAGE AF'G1„1 CONTRACTOR SHALL HAVE COPIES OF THE APPROVED PLANS FOR THIS PROJECT INCURRED DURING AND/OR DUE TO CONSTRUCTION. 2. ALL GRADING SHALL BE INSPECTED BY A REGISTERED SOILS ENGINEER SO THAT THE REQUIRED BATE: ON THE SITE AT ALL TIMES,AND SHALL BE FAMILIAR WITH ALL APPLICABLE CERTIFICATION OF GRADING CAN BE SUBMITTED TO THE CITY. STANDARDS AND SPECIFICATIONS. 24. WHERE DETERMINED NECESSARY BY THE CITY ENGINEER, DAMAGED PORTIONS OF THE THE INCLUDED DRAWINGS,SPECIFICATIONS,IDEAS,DESIGNS AND EXISTING CURB GUTTER AND SIDEWALK ALONG THE PROPERTY FRONTAGE ARE TO BE 3. ALL CONTACT SURFACES BETWEEN ORIGINAL GROUND AND RECOMPACTED FILL MATERIAL AkRANGEMP-NTS y THE PROPERTY OP RRM DESIGN GROUP AND NO PART FHEREOF S ALL Z. STANDARD SPECIFICATIONS -CONSTRUCTION SHALL CONFORM TO THE CITY OF REPLACED TO THE SATISFACTION OF THE CITY ENGINEER PRIOR TO FINAL APPROVAL. SHALL BE EITHER HORIZONTAL OR VERTICAL. (PER SECTION 19 CALTRANS STANDARD BE COPIED,DISCLOSED TO OTHERS OR USED IN CONNECTION WITH �y /� �+ /y ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT ATASGADERO STANDARD SPECIFICATIONS AND STANDARD DRAWINGS. WORK 25. ENCROACHMENT PERMIT(S) MUST BE OBTAINED PRIOR TO ANY/ALL WORK 1N PUBLIC SPECIFICATIONS DATED JULY 1992).ALL ORGANIC NON-COMPLYING FILL OR UNSTABLE SOIL FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WiTI40UT THE WRITTEN CONSENT OF RRM DESIGN GROUP.VISUAL CONTACT WITH SHALL BE SUBJECT TO THE APPROVAL OF THE ENGINEER. RIGHT-OF WAY. MATERIAL SHALL BE REMOVED AND THE REMAINING SURFACE SCARIFIED TO A DEPTH OF AT THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTECONCLUSIvE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.SUBMITTAL OF LEAST 12 INCHES UNLESS DEEPER EXCAVATION IS REQUIRED BY THE ENGINEER,AREAS OF FILL THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT P>w CONSIDERED A WAIVER OF RRM DESIGN GROUPS RIGHTS. 3. ENCROACHMENT PERMIT -NO WORK SHALL BE PERFORMED IN A PUBLIC RIGHT OF 26. CITY STREETS ARE TO REMAIN OPEN TO THROUGH TRAFFIC AT ALL TIMES. NO SHALL BE BENCHED(PER THE RECOMMENDATIONS OF THE PROJECT SOILS REPORT).AND RRM DESIGN GROUP COPYRIGHT 2008 TEMPORARY OR LONG-TERM PARKING OR STORAGE OF CONSTRUe:� ION EQUIPMENT OR RECOMPACTED PRIOR TO REPLACING FILL AND OBSERVED BY A SOIL OR CIVIL ENGINEER. RRM is a California Corporation WAY WITHOUT AN ENCROACHMENT PERMIT FROM THE PUBLIC AGENCY. p MATERIALS SHALL OCCUR WITHOUT PRIOR ISSUANCE OF AN ENCROACHMENT PERMIT, 4. UNDERGROUND UTILITIES -PRIOR TO BEGINNING ANY EXCAVATION OR BORING,THE 4. FILL MATERIAL SHALL BE SPREAD IN LIFTS OF APPROXIMATELY 6 INCHES MOISTENED OR DRIED CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL AGENCIES INVOLVED 27• A TRAFFIC CON'T'ROL PLAN IS REQUIRED FOR ANY DETOURS OR REROUTING OF TRAFFIC. TO NEAR OPTIMUM MOISTURE CONTENT AND RECOMPACTED TO A MINIMUM OF 95 PERCENT C:) CN AND SHALL LOCATE ALL FACILITIES PRIOR TO THE EXCAVATION. THE DURING CONSTRUCTION, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELATIVE COMPACTION WITHIN 30 INCHES OF TRAVELED WAY AND 90 PERCENT.RELATIVE' 00 CONTRACTOR SHALL CALL UNDERGROUND SERVICE ALERT(USA),TOLL FREE AT PROVIDE FOR SAFE TRAFFIC CONTROL IN AND AROUND THE SITE. THIS MAY INCLUDE COMPACTION ELSEWHERE, THE MATERIALS FOR ENGINEERED FILL SHALL BE APPROVED BY THE 0 1-800-fi42-2444 AT LEAST 48 HOURS PRIOR TO THE START OF ANY EXCAVATION. BUT SHALL NOT BE LIMITED TO SIGNS, FLASHING LIGHTS, BARRICADES AND FLAG SOILS ENGINEER. ANY IMPORTED MATERIALS MUST BE APPROVED BEFORE BEING BROUGHT TO �.,. � {,r� PERSONS AS DIRECTED BY THE BUILDING OFFICIAL OR THE CITY ENGINEER, SITE. THE MATERIALS USED SHALL BE FREE OF ORGANIC MATTER AND OTHER DELETERIOUS , ~ co MATERIALS. 5. EXISTING UNDERGROUND UTILITIES -THIS LOCATIONS AND ELEVATIONS OF EXISTING � ,.... 28. EXCAVATION WITHIN,THE STREETS SHALL BE COVERED WITH TRAFFIC RATED STEEL ., UNDERGROUND FACILITIES,WHERE SHOWN ON THE PLANS ARE BASED ON .: i�' ,. AVAILABLE RECORDS,AND MAY NOT ACCURATELY REFLECT THE ACTUAL LOCATION PLATES OR BACKFILLED AND PAVED PRIOR TO THE END OF WORK EACH DAY. 5. FIELD DENSITY TESTS SHALL BE MADE UNDER THE DIRECTION OF THE SOILS ENGINEER ON EACH �.. �- OR ELEVATION. THE CONTRACTOR SHALL ASSUME SOLE.AND COMPLETE COMPACTED LAYER. AT LEAST ONE (1)TEST SHALL BE MADE FOR EACH FIVE HUNDRED (500) RESPONSIBILITY FOR LOCATING OR PROTECTING THE SAME DURING THE COURSE 30 EROSION AND DRAINAGE CONTROL FEATURES ARE TO BE AVAILABLE TO BE PLACED IN CUBIC YARDS OR A FRACTION THEREOF PLACED WITH A MINIMUM OF TWO(2)TESTS PER LAYER v J 2 Z>,_ OF THE PROJECT. ANY DEVIATIONS FROM THE LOCATIONS SHOWN ON THE PLAN THE EVENT OF RAIN OR OTHER EROSIVE ACTION TO PREVENT ANY SEDIMENT FROM IN ISOLATED AREAS OR AS DIRECTED BY THE CITY'S CONSTRUCTION INSPECTOR. LEAVING THE SITE. EROSION CONTROL DEVICES SHALL BE INSTALLED AND IN PLACE �'"'� U SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE CITY INSPECTOR. �.J 0 FOLLOWING DAILY CONSTRUCTION ACTIVITIES DURING THE PERIOD FROM NOVEMBER 1 6. ALL FILL TO BE COMPACTED AS INDICATED IN THE RECOMMENDATION OF THE SOILS REPORT AND ui ui 6. SAFETY -THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR SAFETY OF TO MARCH 31. THE APPLICANT SHALL NOTIFY THE ENGINEERING DIVISION OF ANY SO CERTIFIED BY TESTS AND REPORTS FROM THE PROJECT SOILS ENGINEER IN CHARGE OF THE .' THE JOB SITE AND THE CONSTRUCTION WORK. THE CONTRACTOR SHALL DESIGN, CHANGES IN CONSTRUCTION THAT WILL REQUIRE ADDITIONAL EROSION CONTROL GRADING CERTIFICATION. w O !CONSTRUCT,AND MAINTAIN ALL SAFETY DEVICES,AND SHALL BE SOLELY MEASURES. D 2 RESPONSIBLE FOR CONFORMING TO ALL LOCAL STATE AND FEDERAL SAFETY AND 7. ALL ABANDONED UNDERGROUND TANKS, PIPES, CONCRETE,AND OTHER SUCH UNSUITABLE C) U) ' 31 WAST MATE SHALL � � � HEALTH STANDARDS, LAWS, AND REGULATIONS.THE CITY INSPECTOR MAY NOTIFY E RIALS HAL NOT BE WASHED INTO CITY STORM DRAIN SYSTEM. THIS MATERIAL SHALL BE BROUGHT INTO CONFORMANCE WITH LOCAL ABANDONING STANDARDS OR THE CONTRACTOR OF ANY UNSAFE CONDITIONS WHICH MAY BE OBSERVED,AND INCLUDES BUT IS NOT LIMITED TO SOIL, PAINT, STUCCO, GROUT, COLOR COAT, REMOVED FROM THE PROJECT AND TRANSPORTED TO A SUITABLE DISPOSAL SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMMEDIATELY TAKING ALL SUCH CONCRETE DUST, SAW RESIDUES, GRINDINGS, OIL, ETC. MEASURES AS WILL CORRECT THE UNSAFE CONDITION. 8. ALL PERMANENT SLOPES AND DISTURBED AREAS SHALL BE PLANTED FOR EROSION CONTROL 32. DURING THE CONSTRUCTION PERIOD, THE PROJECT FRONTAGE($)SHALL BE SWEPT WITH APPROVED PERENNIAL VEGETATION WHICH SHALL BE DENSE AND GROWING PRIOR TO 7. INDEMNIFICATION -THE CONTRACTOR AGREES THAT IN ACCORDANCE WITH AND KEPT FREE OF DIRT, DUST AND DEBRIS. AT THE CONCLUSION OF CONSTRUCTION, FINAL ACCEPTANCE. GENERALLY ACCEPTED CONSTRUCTION PRACTICE, HE SHALL ASSUME SOLE AND PRIOR TO THE ISSUANCE OF AN OCCUPANCY PERMIT, THE FRONTAGE(S)SHALL BE COMPLETE RESPONSIBILITY FOR THE CONDITION OF THE JOB SITE DURING THE. INSPECTED BY THE CITY ENGINEER AND REPAIRS EFFECTED AS DIRECTED. 9. DURING GRADING AND UNTIL LANDSCAPED IT SHALL BE THE RESPONSIBILITY OF THE V COURSE OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND CONTRACTOR TO PROVIDE DUST CONTROL, BY MAINTAINING APPROPRIATE MOISTURE CONTENT, PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE TO THE SATISFACTION OF THE ENGINEER OF WORK. G1 .. 1 LIMITED TO NORMAL WORKING HOURS;AND THAT THE CONTRACTOR SHALL n 8 DEFEND,INDEMNIFY,AND HOLD HARMLESS YEAR THE CITY AND ITS EMPLOYEES AND 10. PROJECT GRADING SHALL TAKE PLACE DURING THE DRY SEASON OF THE WHICH IS OFFICERS FOR ANY AND ALL LIABILITY REAL OR ALLEGED, IN CONNECTION WITH DEFINED AS BETWEEN APRIL 15TH AND OCTOBER 15TH PER SECTION 22.05.036 OF THE COUNTY CL < THE CONSTRUCTION OF THE PROJECT, EXCEPTING FOR LIABILITY ARISING FROM LAND USE ORDINANCE. IF WORK IS TO BE DONE OR LEFT IN AN UNFINISHED STATE DURING THE t0 o THE SOLE NEGLIGENCE OF THE CITY ITS EMPLOYEES OR OFFICERS OR THIRD UTILITIES PERIOD FROM NOVEMBER 1 TO APRIL 15TH SEDIMENTATION AND EROSION CONTROL MEASURES ••■I/ ,� � 00 . a PARTY IN VIOLATION OF THE LAW OR IN TRESPASS. ARE TO BE IMPLEMENTED. M ELECTRIC PACIFIC GAS &ELECTRIC 8. PROTECTION OF PROPERTY -THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE TELEPHONE. SBC COMMUNICATIONS, INC. 11. WORK SHALL BE DONE IN ACCORDANCE WITH THE SOILS ENGINEERING REPORT UPDATE ;�,Il,r,,,, c: PROTECTION OF PUBLIC AND PRIVATE PROPERTY IN THE VICINITY OF HIS WORK, GAS: THE GAS COMPANY 1233 PREPARED BY: Q� "T AND SHALL EXERCISE DUE CAUTION TO ITS ORIGINAL CONDITION,ALL WATER: ATASCADERO MUTUAL WATER COMPANY BUENA GEOTECHNICAL SERVICES EcoF M 3850 RAMADA DRIVE, SUITE A-2 � © � � IMPROVEMENTS OR PROPERTY WHICH IS DAMAGED OR REMOVED (UNLESS SEWER: MARK MARKWORT, CHIEF OF WASTEWATER OPERATIONS � DESIGNATED FOR REMOVAL ON THE FLANS)AS A RESULT OF HIS OPERATIONS. PASO ROBLES, CA 93446 ren o (805)434-9490 _ 9. SITE CONDITIONS -'THE CONTRACTOR SHALL CONTINUALLY REVIEW JOB SITE PROJECT B-054766 1, � 11- CONDITIONS. CONDITIONS REQUIRING CONSTRUCTION DIFFERENT FROM THAT DATED: DECEMBER 6,2005 , M SHOWN ON THE PLANS SHALL BE REPORTED TO THE CITY INSPECTOR. ALL SUCH & CHANGES TO THE CONSTRUCTION SHALL BE APPROVED BY THE CITY PRION TO 12, EXCESS MATERIAL IS TO BE DISPOSED OF OFFSITE IN AN ACCEPTABLE LOCATION. FOR WORK WITHIN PUBLIC RIGHT OF-WAYS o ' PROCEEDING WITH THE CONSTRUCTION. r ( ) 10. CONTRACTOR'S RECORD OF CHANGES -THE CONTRACTOR SHALL MAINTAIN A . 13. CONTRACTOR SHALL VERIFY THAT EITHER RIGHTS OF ENTRY OR CONSTRUCTION EASEMENTS '�'ra O° 4 c CURRENT, COMPLETE,AND ACCURATE RECORD OF ALL CHANGES FROM THE APPROVED BY THE CITY AND SIGNED BY INDIVIDUAL PROPERTY OWNERS EXIST PRIOR TO � r� °- CONSTRUCTION AS SHOWN ON THESE PLANS AND SPECIFICATIONS FOR THE GRADING OR DEMOLISHING OR REMOVING AND REPLACING ON PRIVATE PROPERTY. PURPOSE OF PROVIDING THE ENGINEER OF RECORD WITH A BASIS FOR THE PREPARATION OF RECORD DRAWINGS. 14. CONTRACTOR TO PROVIDE NOTICES AS REQUIRED BY THE CITY PRIOR TO GRADING OR.ANY CONSTRUCTION ACTIVITY. INDICATE PROPERTY OWNER TO BE RESPONSIBLE TO REMOVE ANY 12. HOURS OF WORK -PROJECT CONSTRUCTION WITHIN 500 FEET OF ANY EXISTING PLANTINGS OR IMPROVEMENTS THEY DESIRE TO KEEP THAT ARE IN THE RIGHT OF WAYS RESIDENCES SHALL BE LIMITED TO THE HOURS OF 7:00 AM AND 7:00 PM ON ADJACENT TO THEIR PROPERTY. MONDAY THROUGH FRIDAY AND 9 AM TO 5 PM ON SATURDAY.CONSTRUCTION SHALL NOT BE ALLOWED ON SUNDAYS OR STATE AND FEDERAL HOLIDAYS. 15. LOT GRADING SHALL MEET THE. MINIMUM REQUIREMENTS OF THE LATEST UBC EDITION .. INCLUDING 2-PERCENT MINIMUM SLOPE AWAY FROM THE STRUCTURE. 13. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OR PROPER RESETTING OF ALL EXISTING MONUMENTS AND OTHER SURVEY MARKERS. ANY SURVEY 16. DRAINAGE SHALL BE CARRIED TO THE STREET OR OTHER IMPROVED CRAINAGE DEVICE VIA A MONUMENTS DESTROYED BY THE CONTRACTOR SHALL BE REPLACED IN NON-EROSIVE DRAINAGE DEVICE. MINIMUM LONGITUDINAL SLOPES FOR EARTH SWALES SHALL N ACCORDANCE WITH THE STATE LAND SURVEYOR'S ACT AT THE CONTRACTOR'S BE 1-PERCENT. OWN EXPENSE. •� 17. NO GRADING OR DRAINAGE IMPROVEMENTS WHICH ALTER EXISTING DRAINAGE COURSES ORC) 14. OFF-SITE GRADING OR OTHER CONSTRUCTION WORK IS NOT PERMITTED WITHOUT CONCENTRATE DRAINAGE TO ADJACENT PROPERTIES WILL BE ALLOWED WITHOUT PRIOR (, N PRIOR PERMISSION OF THE OFF-SITE PROPERTY OWNER. APPROVAL FROM THE C11I'Y ENGINEER, uj 15. PRIOR TO ISSUANCE OF A GRADING PERMIT,ALL TREES TO REMAIN ON SITE SHALT. b BE MARKED WITH PAINT/RIBBON AND PROTECTED BY A FIVE (5') FOOT-VINYL OR 0 CHAIN LINK FENCE. THE FENCE SHALL BE LOCATED AT A MINIMUM OF EIGHT(8") z n FOOT RADIUS FROM THE TRUNK OF THE TREE. ...,.� 16. THE CONTRACTOR.SHALL BE RESPONSIBLE DURING CONSTRUCTION FOR_C:LEANING CITY STREETS, CURBS, GUTTERS AND SIDEWALKS OF DIRT TRACKED FROM THE LL. SUBJECT SITE. THE FLUSHING OF DIRT AND DEBRIS TO STORM DRAIN OR SANITARY ui SEWER FACILITIES SHALL:NOT BE PERMITTED. THE CLEANING SHALL BE DONE AFTER EACH DAY'S WORK OR AS DIRECTED BY THE PROJECT INSPECTOR. ui 17. ALL LARGE CONSTRUCTION EQUIPMENT IS TO BE EQUIPPED WITH"CRITICAL" GRADE NOISE MUFFLERS. NOISE LEVEL REDUCTIONS ASSOCIATED WITH THE USE OF "CRITICAL" RATHER THAN "STOCK" GRADE MUFFLERS CAN BE AS HIGH AS 5DBA. ENGINES WILL BE TUNED TO INSURE LOWEST POSSIBLE NOISE LEVELS. BACK UP 0 BEEPERS ARE TO BE TUNED TO INSURE LOWEST POSSIBLE NOISE LEVELS AS r� ALLOWED BY OSHA. 18. GRADED SLOPES SHALL BE NO STEEPER THAN 2(HORIZONTAL)TO'I (VERTICAL) a, AND SHALL BE ROUNDED OFF TO A MINIMUM RADIUS OF 5 FEET. NO. REVISION DATE 19. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR PERMITEE TO CONTACT N "UNDERGROUND SERVICE ALERT"AT 1(800)642-22444,A TOLL FREE TELEPHONE NUMBER, FOR LOCATION OF POWER, TELEPHONE, OIL.AND NATURAL GAS FACILITIES AND HE SHALL ALSO CONTACT THE APPROPRIATE AGENCY FOR HE LOCATION OF CABLE TV,WATER, SEWER, DRAINAGE OR OTHER UNDERGR00ND PROJECT MANAGER FACILITIES. TJM DRAWN BY CHECKED BY 20. IN THE EVENT THAT GRADING OR OTHER OPERATIONS DO UNCOVER BURIED SRW TJW ' ARTIFACTS, ALL CONSTRUCTION ACTIVITIES SHALL BE HALTED TO PREVENT c DATE FURTHER DISRUPTION OF THE NEWLY DISCOVERED ARCHAEOLOGICAL SITE. A 14 ' QUALIFIED ARCHAEOLOGIST SHOULD THEN EVALUATE THE DISCOVERY AND JANUARY '2014 CAD FILE RECOMMEND THE APPROPRIATE DISPOSITION OF THE RESOURCES. THE COMMUNITY DEVELOPMENT DIRECTOR SHALL BE NOTIFIED. ALL STATE AND 1013021-TR 2970 TR.dwg FEDERAL LAWS SHALL BE COMPLIED WITH. ,JOB NUMBER 21. A CITY ENCROACHMENT PERMIT IS REQUIRED FOR WORK WITHIN THE CITY RIGHT OF WAY. 1013021 22. THE CONTRACTOR IS TO SUBMIT A TRAFFIC CONTROL PLAN TO THE CITY SKEET ENCROACHMENT PERMIT DEPARTMENT PRIOR TO-OBTAINING AN ENCROACHMENT I PERMIT. _ - ■ ENGINEER OF RECORD. UUNUITONS OF Al"J"TRU'VAL NOTES E R 0 SHON CONTROL NOTEb 1. THE CONDITIONS OF APPROVAL FOR THIS PROJECT ARE HEREBY MADE A PART OF THESE 1. DURING CONSTRUCTION, THE CONTRACTOR MUST DIRECT ALL RUNOFF TO NON-ERODIBLE PLANS. THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION AND COMPLIANCE WITH LOCATIONS. - •- • THE CONDITIONS OF APPROVAL AS PART OF THE CONSTRUCTION OPERATION, 3 895 ' 2. A STANDBY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES DURING THE 2. PRIOR TO THE BEGINNING OF ANY TREE REMOVAL,GRADING OR CONSTRUCTION,THE RAINY SEASON (OCTOBER 15 THROUGH APRIL 15). NECESSARY MATERIALS SHALL BE 'STORM WATER POLLUTION PREVENTION PLAN NOTES AMWC STANDARD CONSTRUCTION NOES cm `* PROJECT SPONSOR SHALL NOTIFY ALL RESIDENCES WITHIN 1,000 FEET OF THE SITE AVAILABLE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID BOUNDARY CONCERNING THE PROJECT CONSTRUCTION SCHEDULE, PARTICULARLY WITH CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT, 1. THIS STORM WATER POLLUTION PREVENTION PLAN (SWPPP)WAS DEVELOPED AT THE REQUEST RESPECT TO TREE CLEARING, ( 3. THE CONTRACTOR SHALL CONSTRUCT TEMPORARY EROSION CONTROL MEASURES AS OF THE OWNER IN THE COUNTY OF SAN LUIS OBISPO, CALIFORNIA. THIS PLAN IDENTIFIES 1. ALL WATER DISTRIBUTION FACILITIES SHALL DE CONSTRUCTED IN CONFORMANCE WITH DATE: � t '1 3. IN ACCORDANCE WITH THE COUNTY LAND USE ORDINANCE, SECTION 22.05.140, IN THE EVENT SHOWN ON THIS PLAN AND/OR AS DIRECTED BY THE ENGINEER TO CONTROL DRAINAGE POTENTIAL SOURCES OF POLLUTANTS OF STORM WATER, PRESENTS POLLUTION CONTROL ATASCADERO MUTUAL WATER COMPANY (AMWC)STANDARDS AND POLICIES AND THE .� THE INCLUDED DRAWINGS,Siyl�CIF1CATRONS,IDEAS,DESIGNS AND ARCHAELOGICAL RESOURCES ARE UNEARTHED OR DISCOVERED DURING ANY CONSTRUCTION WHICH; HAS BEEN AFFECTED BY GRADING AND/OR TRENCHING OPERATIONS. MEASURES,AND ASSISTS IN INSURING IMPLEMENTATION AND MAINTENANCE OF THE BEST STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION. THEPROPERTYO fiRMDESGNEGROUPANDNOPARTTSHALL HEREOFSHHALL MANAGEMENT PRACTICES (BMP'S) INDICATED HEREIN. BE COPIED,DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ACTIVITIES,THE FOLLOWING STANDARDS APPLY WITHIN 50 YARDS OF THE DISCOVERED ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT RESOURCE: 4. A RESPONSIBLE PERSON IS TO BE NAMED HEREIN AND PHONE NUMBER 2. IN THE EVENT OF A DISCREPANCY BETWEEN THE AMWC STANDARD SPECIFICATIONS, DETAIL FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP.VISUAL CONTACT WITH WHO WILL BE ON CALL IN THE EVENT IT IS NECESSARY TO IMPLEMENT EROSION 2. PRIOR TO THE INITIATION OF GRADING OPERATIONS,A NOTICE OF INTENT IS TO BE FILED WITH AND NOTES AND THE NOTE AND DETAILS SHOWN ON THESE PLANS,THE AMWC STANDARD THESE DRAWINGS ORSPECWICATIONSSHALL CONSTITUTE CONCLUSIVE THE STATE OF CALIFORNIA WATER RESOURCES CONTROL BOARD BY THE OWNER SO THAT THIS EVIDENCE DOCUMENTS FOR PUBLICOF AGENCY REVIEW S SHALL AL T SPECIFICATIONS DETAIL AND NOTES SHALL PREVAIL. THESE DOCL7IvJENTS FOR Pt1BL.IG AGENCY REVIEW SHALL NOT A. CONSTRUCTION ACTIVITIES SHALL CEASE,AND THE ENVIRONMENTAL COORDINATOR AND CONTROL MEASURES OR IN THE EVENT OF AN EMERGENCY. CONSTRUCTION PROJECT MAY BE COVERED UNDER THE STATE GENERAL PERMIT. THE PERMIT o- BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS. PLANNING DEPARTMENT SHALL BE NOTIFIED SO THAT THE EXTENT AND LOCATION OF RRM DESIGN GROUP COPYRIGHT 2008 DISCOVERED MATERIALS MAY BE RECORDED BY A QUALIFIED ARCHAEOLOGIST, AND S. ALL PROTECTIVE DEVICES TO BE INSTALLED SHALL BE IN PLACE AT THE END OF EACH IS A NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES)GENERAL PERMIT FOR 3. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO ATASCADERO MUTUAL RRM is a California Corporation DISPOSITION OF ARTIFACTS MAY BE ACCOMPLISHED IN ACCORDANCE WITH STATE AND WORK DAY WHEN THE FIVE-DAY RAIN PROBABILITY EXCEEDS 40 PERCENT. STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY. WATER COMPANY STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS FEDERAL LAW. CONSTRUCTION, LATEST EDITION. 6. AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS AND 3• IN THE EVENT OF A CHANGE IN-OWNERSHIP,A NEW NOTICE OF INTENT SHALL BE FILED WITH THE C) N B. IN THE EVENT ARCHAEOLOGICAL RESOURCES ARE FOUND TO INCLUDE HUMAN REMAINS, SEDIMENTATION BASIN AND THE BASIN PUMPED DRY. STATE WATER RESOURCES CONTROL BOARD. 4. SEPARATION OF.WATER MAINS AND SEWER MAINS SHALL BE IN CONFORMANCE WITH THE CO M OR IN ANY OTHER CASE WHERE HUMAN REMAINS ARE DISCOVERED DURING PROVISIONS IN TITLE 22 OF THE HEATH AND SAFETY CODE. I vt v" CONSTRUCTION, THE COUNTY CORONER IS TO BE NOTIFIED IN ADDITION TO TIME PLANNING 7. THE ENGINEER OF RECORD, OR HIS AUTHORIZED REPRESENTATIVE MAY REQUIRE TIME 4. IN THE EVENT OF A RELEASE OF A REPORTABLE QUANTITY OF A POLLUTANT, THE CONTRACTOR *� � DEPARTMENT AND ENVIRONMENTAL COORDINATOR SO PROPER DISPOSITION MAY BE DEVELOPER AT ANY TIME TO INSTALL AND/OR CONSTRUCT ADDITIONAL DRAINAGE SHALL ADVISE THE OWNER TO NOTIFY THE NATIONAL RESPONSE CENTER, IN THE COUNTY OF 5. WATER MAINS AND APPURTENANCES SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE rte"' Z UJ ACCOMPLISHED. STRUCTURES AS NECESSARY TO PREVENT OR CONTROL EROSION. SAN LUIS OBISPO. IF NECESSARY, THIS POLLUTION PREVENTION PLAN SHOULD BE REVISED TO PROVISIONS IN SECTION 306, UNDERGROUND /CONDUIT CONSTRUCTION, OF THE STANDARD REFLECT THE CHANGE IN CONDITIONS OF THE CONSTRUCTION ACTIVITY, A REPORTABLE SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION,LATEST EDITION. z ,,, < 4. PRIOR TO ISSUANCE OF ANY CONSTRUCTION OR GRADING PERMIT INVOLVING THE 8. THE EROSION CONTROL DEVICES ON THIS PLAN.ARE A GENERAL CONCEPT OF WHAT MAY BE QUANTITY IS ESTABLISHED BY 40 CODE. OF FEDERAL REGULATIONS (CFR) 117.3 OR 40 CFR 302.4. �.; 0 DISTURBANCE OF VEGETATION A COUNTY APPROVED QUALIFIED BIOLOGIST SHALL BE REQUIRED, EROSION CONTROL DEVICES MAY BE RELOCATED DELETED OR ADDITIONAL 6. WATER MAINS AND APPURTENANCES SHALL�E TESTED IN CONFORMANCE WITH THE :D ' O L 5. ALL CONTRACTORS AND THEIR PERSONNEL WHOSE WORK CAN CONTRIBUTE TO OR CAUSE PROVISIONS IN SECTION 306-1.4, TESTING PIPELINES, OF THE STANDARD SPECIFICATION FOR RETAINED TO: CONDUCT A CONTRACTOR EDUCATION PROGRAM; IDENTIFY AND STAKE ALL ITEMS MAY BE REQUIRED DEPENDING ON THE ACTUAL SOIL CONDITIONS ENCOUNTERED. BIOLOGICALLY SENSITIVE AREAS; MONITOR ALL CONSTRUCTION ACTIVITIES IN AREAS EROSION CONTROL DEVICES MAY BE PLACED AT THE DISCRETION OF THE ENGINEER OR THE POLLUTION OF STORM WATER SHOULD BE MADE FAMILIAR WITH THIS POLLUTION PREVENTION PUBLIC WORKS CONSTRUCTION, LATEST EDITION. ALL SERVICES, FIRE HYDRANTS,VALVES, � � C) SUPPORTING SENSITIVE BIOLOGICAL RESOURCES; SCHEDULING AND IMPLEMENT SURVEYS COUNTY INSPECTOR. PLAN. ADEQUATE TRAINING FOR IMPLEMENTATION OF THE MEASURES PRESENTED HEREIN BLOW-OFFS,AIR-VACS AND OTHER APPURTENANCES SHALL BE INSTALLED PRIOR TO PRESSURE cn �[ FOR RAPTOR NESTS; INFORM THE COUNTY THE PROJECT ENGINEER AND THE PROJECT SHALL BE PROVIDED TO THE CONTRACTORS AND THEIR PERSONNEL. RESTING THE WATER MAIN. ui ui GENERAL CONTRACTOR IF THERE ARE CONSTRUCTION ACTIVITIES THAT TIREATEN 9. THE CONTRACTOR IS RESPONSIBLE TO KEEP IN FORCE ALL EROSION CONTROL DEVICES ESI CONSTRUCTION OR T CO BY 7. TRENCHES SHALL BE RESURFACED IN CONFORMANCE WITH CITY OF ATASCADERO STANDARDS `�' SIGNIFICANT BIOLOGICAL RESOURCES FOR WHICH NO MITIGATION MEASURES HAVE BEEN AND TO MODIFY THOSE DEVICES AS SITE PROGRESS DICTATES. 6. CHANGES N CONSTRUC O IN CONDITIONS WHICH ARE NO COVERED THIS PLAN SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER. IF NECESSARY,THIS POLLUTION AND THE PROVISIONS IN SECTION 306-1.5, TRENCH RESURFACING, OF THE STANDARD0 D )< 0 IDENTIFIED IN THIS ETR, AND DEVELOP ALTERNATIVE AND COMPARABLE MITIGATION PREVENTION PLAN WILL BE REVISED TO REFLECT THE CHANGE IN CONSTRUCTION OR IN SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION. 2 MEASURES,WHERE POSSIBLE, TO SIGNIFICANTLY REDUCE NEW POTENTIAL IMPACTS NOT 10. THE CONTRACTOR SHALL MONITOR THE EROSION CONTROL DEVICES DURING STORMS AND � (f} PREVIOUSLY IDENTIFIED. THE RESIDENT ENGINEER AND CONTRACTOR SHALL THEN CEASE MODIFY THEM IN ORDER TO PREVENT PROGRESS OF ANY ONGOING EROSION, CONDITIONS. (N . ... SUCH CONSTRUCTION ACTIVITIES UNTIL APPROPRIATE MITIGATION MEASURES ARE 8. WATER MAINS AND APPURTENANCES SHALL BE DISINFECTED IN CONFORMANCE WITH AMERICAN m C IMPLEMENTED. 11. THE CONTRACTOR IS RESPONSIBLE FOR CLEANING ANY.EROSION OR DEBRIS SPILLING ONTO 7• ALL PREVENTION AND CLEAN UP MEASURES SHOULD BE CONDUCTED IN ACCORDANCE WITH WATER WORKS ASSOCIATION STANDARD C651, DISINFECTING WATER MAINS. NO CONNECTIONS A PUBLIC STREET, COUNTY OF SAN LUIS OBISPO ORDINANCES,AS WELL AS STATE AND FEDERAL REGULATIONS. TO EXISTING WATER MAINS WILL BE PERMITTED UNTIL THE NEW WATER MAIN IS SUCCESSFULLY 5. PRIOR TO ISSUANCE OF ANY CONSTRUCTION PERMIT,TO AVOID CONFLICTS WITH NESTING WASTE MATERIALS SHOULD BE DISPOSED OF IN A LEGAL MANNER. ALL DISCHARGERS OF TESTED AND DISINFECTED. RAPTORS, CONSTRUCTION ACTIVITIES SHALL NOT BE ALLOWED DURING THE NESTING SEASON 12. THE CONTRACTOR SHALL CONTACT THE ENGINEER IN THE EVENT THAT THE EROSION STORM WATER MUST COMPLY WITH THE LAWFUL REQUIREMENTS OF THE COUNTY OF SAN LUIS E (MARCH TO JULY), UNLESS A COUNTY APPROVED,QUALIFIED BIOLOGIST HAS SURVEYED THE CONTROL PLAN AS DESIGNED REQUIRES ANY SUBSTANTIAL REVISIONS. OBISPO, AND OTHER LOCAL AGENCIES REGARDING THE DISCHARGES OF STORM WATER TO 9. ATASCADERO MUTUAL WATER COMPANY SHALL BE NOTIFIED AT LEAST 48 HOURS IN ADVANCE co IMPACT ZONE AND DETERMINED THAT NO NESTING ACTIVITIES WILL BE ADVERSELY IMPACTED. STORM DRAINS. OF ALL WORK THAT WILL REQUIRE A DISRUPTION OF WATER SERVICE. NO DISRUPTION OF , WATER SERVICE WILL BE PERMITTED ON MONDAYS, FRIDAYS, WEEKENDS OR HOLIDAYS. •0 d AT SUCH TIME, IF ANY OF NESTING ACTIVITIES ARE FOUND,THE BIOLOGIST WILL DETERMINE IF 13. NO CUT OR FILL SLOPES SHALL BE STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL. 8. THIS PLAN DOES NOT COVER THE REMOVAL OF HAZARDOUS OR TOXIC WASTE, IN THE EVENT OF ANY CONSTRUCTION ACTIVITES CAN OCCUR DURING THE NESTING PERIOD AND TO WHAT a)A DISCHARGE OR RELEASE OF A REPORTABLE QUANTITY OF TOXIC WASTE,WORK SHOULD BE '10. CONCRETE THRUST OR ANCHOR BLOCKS SHALL BE PROVIDED AT ALL VERTICAL BENDS ' EXTENT. THE PROJECT BIOLOGIST SHALL ALSO CONDUCT PERIODIC(MONTHLY)SURVEYS FOR 14. ALL STRAW WATTLES TO BE INSTALLED AS INDICATED PER M R AUFACTURER'S W � o STOPPED UNTIL THE SPILL CAN BE ASSESSED AND A MITIGATION REPORT.PREPARED BY A HORIZONTAL BENDS AT THE END OF PLUGGED MAINS BEHIND TEES AND BEHIND FIRE RAPTORS WHICH MOVE ONTO THE SITE DURING CONSTRUCTION. IT!S ASSUMED THAT SPECIES RECOMMENDATIONS. . . ' ' USING THE SITE UNDER THESE CONDITIONS WILL BE SOMEWHAT RESISTANT TO QUALIFIED ENVIRONMENTAL CONSULTANT, AND IF NECESSARY, REVIEWED BY THE COUNTY OF HYDRANTS. CONSTRUCTION-RELATED DISTURBANCE; HOWEVER, THE RESULTS 4F THE SURVEYS WILL BE 15. SILT FENCE SHALL BE INSTALLED AS INDICATED PER MANUFACTURER'S SAN LUIS OBISPO AND ANY OTHER AGENCY HAVING JURISDICTION. 11. ATASCADERO MUTUAL WATER COMPANY SHILL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO Q� 0 E PASSED IMMEDIATELY TO THE CDFG AND THE COUNTY POSSIBLY WITH RECOMMENDATIONS RECOMMENDATIONS. FOR VARIABLE BUFFER ZONES, AS NEEDED, AROUND INDIVIDUAL NESTS. 9. THIS SWPPP SHALL BE MADE AVAILABLE TO THE PUBLIC UNDER SECTION 308(8)MJF THE CLEAN STARTING ANY WORK ON THE WATER DISTRIBUTION FACILITIES. CL a 16. DRY CLEANUP METHODS SHALL BE USED WHENEVER POSSIBLE. IF WATER CLEANUP IS WATER ACT. UPON REQUEST BY MEMBERS OF THE PUBLIC, THE DISCHARGER SHALL MAKE 0 (A AVAILABLEFOR REVIEW A COPY OF THIS SWPPP EITHER TO THE REGIONAL WATER BOARD OR 12. NO CHANGES SHALL BE MADE TO THE WATER DISTRIBUTION FACILITIES SHOWN ON THESE � 3 - 6. PRIVATE SECURITY GUARDS SHALL BE EMPLOYED TO MONITOR ACCESS TO AND PATROL THE NECESSARY, ALL RUNOFF SHALL EITHER BE DIRECTED TO THE SANITARY SEWER OR BE �,.,■, cr> DIRE�`TLY TO THE REQUESTER. THIS SWPPP MUST BE KEPT ON SITE DURING CONSTRUCTION PLANS WITHOUT PRIOR APPROVAL OF ATASCADERO MUTUAL WATER COMPANY. ca SPECIFIC PLAN AREA DURING CONSTRUCTION AND OPERATION. COLLECTED TO SETTLE OUT SEDIMENTS PRIOR TO DISCHARDS FROM THE SITE. ALL `� tU v7 DE-WATERING OPERATIONS THAT DISCHARGE TO THE STORM DRAIN SYSTEM OR MARINE ACTIVITY AND -AIDE AVAILABLE UPON REQUEST OF A REPRESENTATIVE OF THE REGIONAL �i 13. NO CONSTRUCTION SHALL BE STARTED ON THE DISTRIBUTION FACILITIES WITHOUT © �- 7. PRIOR TO TREE REMOVAL OR RECORDATION OF FINAL MAP THE APPLICANT SHALL SUBMIT.TO ENVIRONMENT MUST PROVIDE FILTRATION MECHANISMS AND SHALL BE PROHIBITED FROM WATER BOARD AND/OR THE LOCAL AGENCY. .r.. 45 PLANS APPROVED BY ATA ADERO MUTUAL WATER COMPANY. ATASCADERO MUTUAL WASTER : THE AIR POLLUTION CONTROL DISTRICT FOR REVIEW AND APPROVAL,A CONSTRUCTION DISCHARGING SOAPS, SOLVENTS, DEGREASERS, OR OTHER CHEMICALS. COMPANY ILL NOT INSPECT THE WORK WITHOUT APPROVED PLANS. CONSTRUCTION I c+n �' it CTIVIITES MANAGEMENT PLAN CONTAINING THE FOLLOWING: WASTE DISCHARGE IDENTIFICATION NUMBER (WDtD#): 3 4003 43 '130 CO PERFORMED WITHOUT APPROVED PLANS AND WITHOUT INSPECTION BY ATASCADERO MUTUAL ••r•• v 17. CONCRETE RINSATES SHALL BE COLLECTED AND THEY SHALL NOT BE ALLOWED TO ENTER WASTER MAY NOT BE ACCEPTED. y` �'' n -- co A DUST CONTROL PLAN EXPLAINING THE IMPLEMENTATION OF THE DUST MITIGATION OR BE DISCHARGED INTO STORM DRAINS OR NATURAL DRAINAGE AREAS. ti MEASURE IN THE ENVIRONMENTAL IMPACT REPORT.AT A MINIMUM THE PLAN SHALL INCLUDE = m 0 THE FOLLOWING: 18. GOOD CONSTRUCTION HOUSEKEEPING SHALL BE REQUIRED, INCLUDING BUT NOT LIMITED 14. ASBESTOS CEMENT(AC) PIPE IS PRESENT IN THE AMWC SYSTEM ANIS MAY BE ENCOUNTERED BY TO: CLEAN UP ALL LEAKS, DRIPS, AND OTHER SPILLS IMMEDIATELY; REFUELING OF THE CONTRACTOR. IT SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILITY TO HANDLE, ul MODIFY DEMOLISH REM :-VE HAUL AND DISPOSE OF AC PIPE IN CONFORMANCE WITH ALL � � -PROVISIONS TO MEET APCD THRESHOLDS FOR FUGITIVE DUST, N VE IICLES AND HEAVY EQUIPMENT OFF-SITE AND/OR IN ONE DESIGNATED LOCATION; ' �� • C', c } LOCAL, STATE AND FEDERAL REGULATIONS INCLUDING ALL REPORTING AND RECORD KEEPING •� ,r, «? KEEPING MATERIALS COVERED AND OUT OF THE RAIN (INCLUDING COVERING EXPOSED REQUIREMENTS FOR ASBESTOS-CONTAINING MATERIALS . -REDUCE THE AMOUNT OF DISTURBED AREA WHERE POSSIBLE. PILES OF SOIL AND WASTES); DISPOSING ALL WASTES PROPERLY, PLACING TRASH n. RECEPTACLES ON SITE FOR THAT PURPOSE,AND COVERING OPEN TRASH RECEPTACLES .USE WATER TRUCKS OR SPRINKLER SYSTEMS IN SUFFICIENT QUANTITIES TO PREVENT DURING WET WEATHER. AIRBORNE DUST FROM LEAVING THE SITE. INCREASED WATERING FREQUENCY WOULD BE REQUIRED WHENEVER WIND SPEEDS EXCEED 15 MPH. RECLAIMED(NONPOTABLE)WAFER 19. EROSION CONTROL SHALL BE PROVIDED WITH INTENT TO PREVENT ANY DOWNSTREAM OR SHOULD BE USED WHENEVER POSSIBLE. DOWNWIND SILTATION OR DAMAGE. EROSION CONTROL SHALL BE CONSTRUCTED TO"BEST MANAGEMENT PRACTICES" STANDARDS AS DEFINED IN THE EROSION AND SEDIMENT -clALL DIRT STOCKPILE AREAS SHOULD BE SPRAYED DAILY AS NEEDED. CONTROL FIELD MANUAL PUBLISHED BY THE CALIFORNIA REGIONAL WATER QUALITY y CONTROL BOARD (A COPY IS AVAILABLE FOR REVIEW AT THE CITY ENGINEERING DIVISION -PERMANENT DUST CONTROL MEASURES IDENTIFIED IN THE APPROVED PROJECT COUNTER). IN THE EVENT THAT YOUR EROSION CONTROL FAILS OR IS DEEMED INADEQUATE, REVEGETATION AND LANDSCAPE PLANS SHOULD BE IMPLEMENTED AS SOON AS POSSIBLE ADDITIONAL OR IMPROVED EROSION CONTROL SHALL BE PLACED IMMEDIATELY. FOLLOWING COMPLETION OF ANY SOIL DISTURBING ACTIVITIES. N 20, EROSION CONTROL SHALL BE DIRECTED AT THE SOURCE OF POTENTIAL EROSION -EXPOSED GROUND AREAS THAT ARE PLANNED TO BE REWORKED AT DATES GREATER THAN INCLUDING DUST CONTROL, PROTECTION OF STOCKPILES, PROTECTION OF SLOPES, ONE MONTH AFTER INITIAL GRADING SHOULD BE SOWN WITH FAST-GERMINATING NATIVE PROTECTION OF ALL DISTURBED AREAS AND PROTECTION OF CONSTRUCTION DRIVEWAYS. GRASS SEED AND WATERED UNTIL VEGETATION IS ESTABLISHED. IN ADDITION, PERIMETER CONTAINMENT MEASURES SHALL BE PLACED TO PREVENT ERODED SOILS FROM REACHING THE STORM DRAIN SYSTEM. _ -ALL ROADWAYS, DRIVEWAYS, SIDEWALKS, ETC.TO BE PAVED SHOULD BE COMPLETED AS UJ SOON AS POSSIBLE. IN ADDITION, BUILDING PADS SHOULD BE LAID AS SOON AS POSSIBLE 21. EROSION CONTROL MEASURES SHALL BE FULLY INSTALLED AT ALL TIMES FROM OCTOBER AFTER GRADING UNLESS SEEDING OR SOIL BINDERS ARE USED. 15 THROUGH APRIL 15, INCLUSIVE, EXCEPT AS NOTED BELOW. 0 VEHICLE SPEED FOR ALL CONSTRUCTION VEHICLES SHALL NOT EXCEED 15 MPH ON ANY 22. ALL SITE DRIVEWAYS SHALL BE PROTECTED AGAINST EROSION AT ALL TIMES INCLUDING z IR UNPAVED SURFACE AT THE CONSTRUCTION SITE. EVENINGS,WEEKENDS AND HOLIDAYS. SUCH PROTECTION MAY BE REMOVED TO PROVIDE ACCESS TO THE SITE DURING WORK HOURS IF WEATHER CONDITIONS.ALLOW. ALL VEHICLES HAULING DIRT, SAND, SOIL, OR OTHER LOOSE MATERIALS ARE TO BE COVERED e - OR SHOULD MAINTAIN AT LEAST TWO FEET OF FREEBOARD(MINIMUM VERTICAL DISTANCE 23. IN ALL CASES INHERE SILT LADEN RUNOFF MAY ESCAPE THE SITE,THE FIRST DOWNSTREAM BETWEEN TOP OF LOAD AND TOP OF TRAILER)IN ACCORDANCE WITH CVC SECTION 23114, STORM WATER DRAIN INLET SHALL BE PROTECTED. REFER TO THE EROSION AND SEDIMENT CONTROL FIELD MANUAL FOR STANDARD DETAILS. k. "' -INSTALL WHEEL WASHERS WHERE VEHICLES ENTER AND EXIT UNPAVED ROADS ONTO :-.. STREETS, OR WASH OFF TRUCKS AND EQUIPMENT LEAVING THE SITE. 24. ALL STOCKPILES SHALL BE PROTECTED AGAINST WIND AND WATER EROSION IMMEDIATELY UPON PLACEMENT. SUCH PROTECTION.SHALL REMAIN IN PLACE UNTIL USE OR REMOVAL OF -SWEEP STREETS AT THE END OF EACH DAY IF VISIBLE SOIL MATERIAL IS CARRIED ONTO STOCKPILE, REGARDLESS OF THE TIME OF YEAR. REFER TO THE EROSION AND SEDIMENT ADJACENT PAVED ROADS.WATER SWEEPERS WITH RECLAIMED WATER SHOULD BE USED CONTROL FIELD MANUAL FOR STANDARD DETAILS. d WHERE FEASIBLE. a 25. PERMANENT EROSION CONTROL MEASURES SHALL BE FULLY ESTABLISHED TO THE U -MAINTAIN EQUIPMENT IN TUNE PER MANUFACTURER'S SPECIFICATIONS. SATISFACTION OF THE CITY ENGINEER OR HIS REPRESENTATIVE PRIOR TO FINAL SIGN-OFF BY THE ENGINEERING DIVISION. -ALL PMIO MITIGATION MEASURES REQUIRED IN THE DUST CONTROL PLAN SHOULD ALSO BE h SHOWN ON THE GRADING PLANS FOR THE PROJECT. IN ADDITION,THE CONTRACTOR OR 26. ALL CONSTRUCTION EQUIPMENT SHALL USE REFORMULATED DIESEL FUEL AND BE BUILDER MUST DESIGNATE A PERSON OR PERSONS TO MONITOR THE DUST CONTROL RETROFITTED WITH THE"DIESEL BACT PACKAGE." THE APPLICANT SHALL ALSO RETROFIT No, REVISION DATE PROGRAM AND TO ORDER INCREASED WATERING, AS NECESSARY,TO PREVENT TRANSPORT ON HEAVY-DUTY POWERED TRUCK OR TRACTOR TO LOWER EMISSION FORMAT. OF DUST OFFSITE.THEIR DUTIES SHALL INCLUDE HOLIDAY AND WEEKEND PERIODS WHEN WORK MAY NOT BE IN PROGRESS. THE NAME AND TELEPHONE NUMBER OF SUCH PERSONS 27. ALL MATERIAL EXCAVATED OR GRADED SHALL BE WATERED AS NEEDED TO MINIMIZE DUST SHALL BE PROVIDED TO THE APCD PRIOR TO LAND USE CLEARANCE. EMISSIONS,AND EARTHMOVING ACTIVITIES SHALL CEASE IN PERIODS OF HIGH WINDS. ALL MATERIAL TRANSPORTED OFFSITE SHALL BE SUFFICIENTLY WATERED OR COVERED. PROJECT MANAGER -IN ADDITION, THE DUST CONTROL AND GRADING PLAN MUST SPECIFY THEWATER SOURCE, STREETS ADJACENT TO THE PROJECT SITE THAT ARE SUBJECT TO DUST SHALL BE SWEPT TJw c WATER AMOUNT,AND NUMBER OF TRUCKS TO BE UTILIZED FOR DUST�CONTROL.THE PLAN DAILY. ONSITE CONSTRUCTION VEHICLE SPEEDS SHALL BE LIMITED TO NO MORE THAN 12 DRAWN BY CHECKED BY MUST ALSO DESCRIBE WHAT ACTIONS WILL OCCUR TO CONTROL THE DUST ON LARGE MPH ON UNPAVED SURFACES. ' GRADED AREAS DURING PEAK WINDS. SBW TJW 28. MINIMAL AREA SHALL BE DISTURBED WITH DUST CONTROL MEASURES IMPLEMENTED DATE LZ A DIESEL COMBUSTION EMISSIONS CONTROL PLAN DESCRIBING THE COMBUSTION CONTROLS FOLLOWING SOIL DISTRIBUTING ACTIVITIES. SUCH MEASURES MAY INCLUDE REVEGETATION JANUARY 14,2014 TO BE PLACED ON THE HEAVY-DUTY CONSTRUCTION EQUIPMENT USED IN GRADING AND OR OTHER APCD-APPROVED METHODS. ROADS SHALL BE COMPETED AS QUICK AS CAD FILE OTHER SITE WORK ON THE PROJECT. THIS EQUIPMENT WILL GENERATE SUBSTANTIAL POSSIBLE TO MINIMIZE DUST, 1013021-TR 2970 TS.dwg EMISSIONS OF NITROGEN OXIDES (NOx)AND DIESEL PARTICULATE MATTER,A TOXIC AIR CONTAMINANT.AS IDENTIFIED IN THE DRAFT EIR(SECTION'4.3.1, PAGE 4) INSTALLATION OF Joe NUMBER HIGH-PRESSURE INJECTORS ON SEVERAL PIECES OF EQUIPMENT WAS REQUIRED TO REDUCE NOx EMISSIONS. HOWEVER, DUE TO TECHNOLOGY ADVANCEMENTS AND THE NEED, FOR 1013021 PUBLIC HEALTH REASONS, TO REDUCE EMISSIONS OF DIESEL PARTICULATE,WE NO LONGER SHEET RECOMMEND THE USE OF HIGH-PRESSURE INJECTORS. INSTEAD,WE RECOMMEND THE INSTALLATION OF OXIDIZING CATALYTIC PARTICULATE FILTERS ON NO LESS THAN SIX DIESEL-FUELED CONSTRUCTION EQUIPMENT. THIS IS CONSISTENT WITH THE EXPECTATIONS IN THE EIR AND WILL ACTUALLY RESULT IN LESS COST TO THE DEVELOPER. ` ENGINEER OF RECORD: ESSt{ i V N . 36895 cm DATE: 1p , THE INCLUDED DRAWINGS,SPECIFICATIONS,IDEAS,DESIGNS AND JJ ARRANGEMENTS REPRESENTED THERPSY ARE ANLL SHALL REMAIN THE PROPERTY OF FIRM DESIGN GROUP AND NO PART THEREOF SHALL �j "� BE COPIED,DISCLOSED TO OTHERS OR USED IN CONNECTION WITH „ LOT (� LOT ( ANY WORK OR PROJECT OTHERT14AN THE.SPECIFIC PROJE'C'T FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUR VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE 4�� z DOSTING STMT G ��•�T G EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.SUBMITTAL OF LOT V LOT 5 THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT DRAIN INLET BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS, INSTALL 6' CURB & le GUTTER RRM DESIGN GROUP COPYRIGHT 2008 PER CITY OF. - - REPLACE PC'11f� DEPRESSION 6 - � DWG. NO. �AT'A�SI".ADERO STD.. RRM is a California Corporation CURB & le GUTTER PER CITY OF ' REAL.ACE CURB DEAt�551Oh1 WtT1�1 6 ,ry:: a.�;•� : ., �� 4:,:,��:$�. INSTALL 6" CURB PER CITY . aTascADERo sTu, Dry. NO. 418 (TYA) CURB & l$ GUTTER PER an OF OF ATASCADERO STs. DWG. N ASCADERO STD, DIG. NO. 418 (TYP) 'a ` 'a AT .x;� . .a � � � i�l��; "`� NO. 418 (71tA) , I'• .r. :'Wd .x. y-Eis u rGr`�n'a�;,.,:"%i^s� >. 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SHEET v LSr ,. . . -.- � ­­­_­­ 11111 � SCALE: 1'r = '1 O'-� _� _­ ­ n . - -_ ____ - ­___.__ ­00.1111110 �. I Q5 a 2 P1 A ___ _� I ION N . ____ � I . ___ ___ �1111_ 'm IR' RIGA"w" I.-f-I ­_ - I - .e �-2. ANDI RR AS O NOTES- SHEET LS-2.2 rw% T!` LEGEN'D ..ON E�� _____ __ -_ ----------7�-"�,�-f�"�-.!��-�r--�,�,����-11"��-��,---�-1-�--�-"�--.�--,�-.---�---------------.�,-----�-�- 1__11_­_­_1_____,_____rej A 6 .,,.�„,.rn.�,Poe n,,,.a.n.�.,.,«„�___,......,.�.,....., o�rev�...xo-v,.,a �,,,,.,.,..,.,,...,...,, .�...w.m r., 1111. KEFER IT '"% .„�,....,.,...,�,.,._.,.____�_1111. .... _.__......._._�.,____­_­_­_,�­,_. . .. .,. .,,,,,.-.,--.,.�,......,, _.,4..,.....,mow.,,..__.......,.,_^-,w.,.�., ,.. „.�,�,w... .. 1111... ,.. :1111.. (n�cc/1 h t. V `Z` 'P ir, 11 i ;i a �, w t SI9nalum J i 08/3v/141 . ,1! R.n.wni►Jar. �' ; I I IRRIGATION NOTES ,.".w::.. ":::::1111".:':::;,1111, Qdie : i ! s , i: �% .' S ,.......�..,.,,....f. I..".,........_...-.....w...................., "._ . 11 - 1,111. ::. I ..,,._..,__,...... ..................._.... _......"....,_i ; _. ,.,- 1 r�OF C __1:111. . 1111 .. 1111. i f . I I :,'-- TIME OFI IONSTALLATION. M NLMINE(ANDI ATERALS SOHALOLFBEI PI ACED N THE SAME TRENCH WHEN ____-:- _* , ..:. ! 1 `1111_..111,1,..w_., "................n,.,,.....,..,. i , . ... t....,..5 Z ........................... ..r...,...,,. �.........h_...........i i f .' M SIDEWALK CURB ASPHALT& ::a-.t,::::.:.:, i.,.., 1 i _..... ....._,._.. . ,/*` VES ARE TO BE LOCATED 12 F , ! _..........,w..,....,... CONCRETE SURFACES .... " R : ' r' / / THE INGI UT?ED C3E2AWINGS,SPECIFICATIONS,(PEAS.DIESIGNS ANE7 {... ..........,.._..; i ! i s I! `\` i`' Ai�ip SHALL L fiEMAiN I i, ! i. •`,_: THE PROPERTY F RM DESIGN GROUP AND NO PART THERE ! f E....__.,..._......._. E ARRANGEMENTS REPRESENTED THEREBY ARE .... w.. ;; J� + O R OF SFfA!L ,i • i i a.............".,....,i S i `+ l3l COPIED,DISCLOSED TO OTHERS OR USED IN CONNECTION WITEt :1 ' {'1 � 2. ALL EQUIPMENT REQUIRED BUT NOT SPECIFIED ON THE DRAWING, TO COMPLETE THE WORK, ANY WORK ORPRC}JEaCTpTtIERTHANTldESPECIFtCPRC?JECT ! i i i f;. , FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT SHALL BE PROVIDED BY THE IRRIGATION CONTRACTOR. THE WRITTEN CONSENT OF RRM DESIGN GROUP,VISUAL CONTACT WITH . , ? ' '3 j �,F' f THESS DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE „, iIj _. . .. SUBMITTAL OF si i. I ' it ; . ' i F RESTRICTIONS.su L A ORDAN E WITH NUFACTURER STRUCTIONS AND/OR F•........:.. ._......- i. 1 s w............�......._... w....,......:......, .. 3. INSTALL ALL E IPMENT IN CC C I i ;! _..._..._..._..._..,.,.................,.....,_............... .._.._11.11 w. i S I N ......_.......w......_......._.,....._...... �r/ �• r THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW$HALE.NOT ,`` QU A BE GONSIQEREQ A WAIVER pIW RE2M oeSIGN GRC1tlEy'5 RIGHTS. I z F I :"- , RRM DESIGN GROUP COPYRIGHT 2013 SPECIFICATIONS. t �.......,..,.�............_.....,.,...._....:.._... . .........__11,,11.,.,,,_...__...,..1 11 ii I I jl I ! N....................._...,-............._.............,,,_...........__•........�.,,,.....-i j _1 11\1.+. /, •�f ll, f / RRM is a California Corporation • 4. AMP - '' •,,,,f/ _ BREAKER FOR EACH CONTROLLER THE AUTHORIZED REPRESENTATIVE SHALL RE ,' CONTRACTOR SHALL COORDINATE POWER TO CONTROLLERS AND DEDI I % VIEW . 00 M i t `` � r:.;; CONTROLLER LOCATIONS PRIOR TO INSTALLATION. 120 VOLT SERVICE AND HOOK-UP TO THE C� 1111... I : i; Y\\-,,,,,,,_;:- .'+ ;,:- ` CONTROLLER SHALL BE COMPLETED BY A LICENSE} ELECTRICAL CONTRACTOR• THIS COST (S TO BE A PART OF THE LANDSCAPE CONTRACTOR'S BID I 1 ,f " '"' MLij,•! w.' PRIOR TO Z " BEGINNING WORK SHOULD CONFLICTING INFORMATION BE FOUND ON E P ; < . (/) < ,� CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE PLANS AND SITECONDITIONS 1-111- .� •' ,<...•...••.•...-;:.......,_.;._,_...._.'4-..............._. CONTRACTOR SHALL NOTIFY THE PROJECT LANDSCAPE ARCHITECT BEFORE PROLE G WITr� - ,,. .....,... g........_.,_..x.....,._•. .....x....„.........,_;i..................t 1111.. .. y..."._.........r................ ......_._1-_-., a......._.1.....y...,._..................... X X..... 1111_.. : •1111._ r 1111 ....................v. �...,.,".:(.,.,.... �.�� F-m z U) >- .: , , .t .............._t•.........,........ ...�....� 1,111........`C"1111 ' 1111 EDI .....;�.............",..;. �,.,.,.__� _1111.._... ,.. _ rar;.: a 1111 THE WORK IN QUESTION. I i ,^ I SEE TRACTY % - 11........... -1 r f%v j CL `� �c 2621 ^,;. .,.` �_- 11 : 6. DO NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAW#NGS WHEN IT IS _.. ...w._........�......_.......... .,_. ._. _.....__. . . � � 11 ........1_.. .._..n....,.. � i .,......,....:::..,.....:::;; 11 ^1111•' . 11. " AREA DIMENSIONS EXIST T HA BEEN CONSIDERED IN THE ENGINEERING. SUCH :,; a Q . _ . .. a , M 1111 "LA= ....Y ... 1111 1111 1111. .. ... 1111 .. m. .,'1.... M-7=1 1111 i....� '1111� , , e'.. 'r1 $i1 CONNECT IRRIGATION SERVICE ' r , f�1 :- �- - l� �c1 rr'r„,.. MAIN TO HOUSE WATER LINE 3 ` �,, pLa����aPF.q _ WEATHER SENSOR LOCATION. � - - -- UPSTREAM OF HOUSE PRESSURE �' VERIFY COMMUNICATION WITH CONTROLLER LOCATION PROVIDE ���f��S ��R�.DUFF � �'�i,�\ , i /I 1.`J ` to ', REDUCING VALVE. TYP. 120VAC AT THIS LOCATION, TYP. �, �� � �� I ............ .............................._,,_,_.._...,...............................,.........� CONTROLLER. TYP � , { ��„ # f; �, ;i rt ,.` Yn a, r -�...,...,...._1111."1111,.. I v [E r , .. 1111. .,,...........�.._. __.w._..�.._._. , -_.__._,..._........,......................................_.,.,..,..•..........................,,.......... 3t3 A {t { _.s# I Stflrtaliuro , ;: C ;� # t` w os/ /� f t i ..............,... Ranowal Dais IRRIGATION S ; a 1 - I "•_1111., �,,r { , r ' i : I � u. 1 �I SEE TRAI i1 $ -4- { € i i r, :- ..,1111.__ .i Q `� /// I i t ell ' ' - 1111 1111. . ' ' 00 SYMBOL MANUFACTURER/MODEL 0 A 5-1 , r o`�; DETAIL e 'MI, ; , � L4'OT .1 8 4 ' i �'y L T j '" i ! �f �f i j :: OF n�(- ra I I M K 0 N T .. ; . ;<, f , i : i i 11 i . i t , W . , i '% 3� Hunter RZW - L - - - ;< 3�."; u 1. • . . S S EEVE 36 50CV F/LS 2.4 J,I, I # : 0. 00w 11 � I % I z i ! : I :z0 F # i rF I � t i THE INCLUDED DRAWINGS,SPECIFICATIONS,IDEAS,DESIGNS AND IPLAN�i s fi 1' I I ;( # r I ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN I t i ,•� ! i r1 ' I THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF SHALL Ian ij '• 1{,)".' 2,G0 ii j .x ...,zj : i t i BE COPIED,DISCLOSED TO OTHERS OR USED IN CONNECTION WITH SYMBOL MANUFACTt1RER/M DEL D / §' 3t 11 0ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT O / ESCRIPTI(JN f ('� \ ..0.,R.. i' I I ' FOR WHICH l THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT DETAIL 1 ti 3/4"i; :' 01 } , � :.::I f ,J f F I THE WRITTEN CONSENT OF RRM DESIGN GROUP,VISUAL CONTACT WITH im F: t. y ig { TNE5E DRA'NINGS O#7 SPECIpICRTIONS SHALL CONSTITUTE CONCLUSIVE : 1::. 1111.. s EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.SUBMITTAL OF "n.",w„___...............:. -0 ;rte I a �g ( i' Rain Bird XCZ-LF^ 00-PRFLOT 1 !5 /' 1 3�" THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT C/LS-2.4 I " 1 8-2 i ;. t. ? , "- # BE CONSIDERED A WAIVER OF RRM DESIGN GROUPS RIGHTS. 1 .. ,. ..... ;' >_.._..............................................11...1.._....,.1.........., _) t , i .; .i' q 1 : ...r.wr Low Flow Drip Control Kit, 1 Low Flow Valve, 3/4" I 3 im.'�'-'�-', S ..........I....._...'11' ..............'.;. i w f t _ # RRM DESIGN GROUP COPYRIGHT 2013 : ,i r 3," ,/4 0.87 �- ... ... .............-.,�..----_..___'.... �I--- ; , I RRM is a California Corporation }# Pressure Regulating RBY Filter, and 30psi Pressure I Regulator, 0.2gpm�5gPm. ° � /4tt « 210° ".z.: _� 52 _.i. t + a ° _._.. , I "., .,._...._._........................................................ ,I E I 1111 ...•. ..� gg S 11 ' , li _ ! .. -1111,1111 1111_• ani 1111.1111....,.,..,,..„ ppIR i• I 'A a 1 q , ^ , ...... E i3 ,. �, i a '.' J,•' f�# AI, !t ..,. 1111..1111_1111... : � { A 3 It + Rain Bird.XACZ-075-PRF C/LS-2.4 . �� °� 't. ,. • Y "., �I �4 C� � 4 Low FI _ .............. 1 I .f' ' i00 0D I w ow Drip Control Kit, 3/4" Low Flow Anti-Siphon a ',,_' r1 _.,__ ,.. + : i i 1111. r.. 3i" ii ; I. . () CN ii • , , t ..,ainAr...sIIRAw.. ...«w-,.R....-w-, .':i SFlj..._..,,,. {: 1111# �s i ....�.. --..._ 1111 f Valve, 3/4 pressure regulating RBY Filter, and 30psi w.....'!.."1111. to •' y,...,re.,ana, i ,.�' _,.. _1111. _..._ _, --- L.--,-%- 8 --•,��,.R....... ,il, .�` , 5+........v....w.....�af...R�a..+"s�s�.,.... ,.a ...:.....................,,,G. ....•-. ..,zaraRr..,' "3• I..,auwnR„ ....nRa>,,. ' " �` Z LLJ CO // • T" °� �t �^' ' MPR.,.°. „„ ;, ." pressure regulator, for above grade installationR 1 (� V.2�ry/ m-5 m. \ ,�, 3�h ` . .., "... ,. ti { , .... '"n n....... • �° .t..l �"` V P �7 P ,` •�"3.\\ 4. w.ewr..4RR,w:Rr,,.«ww,w...T-. -,.a71 ..�Ea' I a ... _. Y'..,wiw..,swR,ey...r.,,,f ; a�p l .... ...@- ..° .., I > , • sie,, ii -�-r t A- 0 3� ... r "- - , l +. < . . i .i v.. `.`;1. _•,,,, ..aeRuth}MMw•.. ...IRAN+.°MNYORI• ....,� ,d,._- 1111_.., ,..a,- 1-. •att __;R ^ •' •__`• +a31.1 _ s P 0 1 - y r/) Pipe Transition Point above rade .... ..- ,t,._ 91 I � ,� 17 `"""� �. ..._. ...,, _. .. I r P g � i v Jr�� ' Pipe transition point C tea to drip tubing with � ° � Ar � � A. A � n � ��. � J1'-1--1r-,*-"k, fp t frorri PV la r I p 3 - - " 3," D 0� ., riser to above grade installation. - ��. ik- I ^ ,. " 3ru - " _ r , + ^� a °�as . Y . . ; Z> ell .I < .RAR- + ) + , I 1 3� 0 ": .>s.• a 3�. Area to Receive Drip Emitters :2 0 W Lij � .1 \ � /a° mAr �`� + + + + + + � - ( ) Rain Bird XB-PC G/LS-2.4 �` m,",, •"I,� _v, .� � �' � � �.♦, � ,�. � ___, 11__1 1,..,. 3 � " "�.. � � � � a �� ^ _.., •, "3" '��'," `" , Mg_. '3" , "' "1 -' ......».. ,3ry "U. a % • 0Al.t.tl1. " Oa " -I,,.. ; :. °.�° t {_1111 1111._-, • �,,, ,,, >R Single Outlet, Pressure Compensating Drip Emitters. Flow '� _. 1111., "�" >.�,. "�; `fit' ",�" �,. 3+�, 3�,: " t S o �P + p �.7 ';° ... `�"'.. 'i..I.��- s n` ^U >R. �� y€ _ g, 0 ""� , -11 a e f 0 5gph=blue 1 0 h=black and 2.0 h=red .k° -. a s�r, __1111. �,. �'"R Imo.. �» ,,....,.... Comes with a.self piercing barb inlet x barb outlet. ' �°" + + + � � TIE INTO EKISTING1. ' Emitter Notes: �``, . + -11 _. ,��',., I .+ ^- d,.�... _.. r,.,._ I MAINLINE FROM � " :...- a F 111 _1111_.. 1111 .� : �. C� CL j' € � "� " " flat plant to receive 1 of 1.0 GPl-i emitter. TRACfi 2621. ^ "" ": . t � �€ � 1 gal plant to receive '1 of 2.0 GPH emitter. ' ,.:..... :.«� .,.,..,,.-.:.. ;1111.. _._ .111.1._, i \11I. \ + y+ " 9 p 5 al last to receive 1 of 2,0 GPH emitter. s + \.. i "I yfi. . \; N,\ " I i + + I:I SYMBOL MAN UFACTURER/MODELIDESCRIPTION DETAIL t `.',`, fi t:,\ti\41 , , �� ; . , " < . r. �g� ill 1111. ...-" t ` 3' < 1. a a 14 Ball Valve BILS-2.4 _ � , : w i . ".." __ .. .. ...._1111_. _.. _................ ... t KB I Series "�."1_111:..: ........... - " I U Series Ball Valve • , � _ oot" ^ ^ \ ;' " l _ , 111:1 . ; ;; Line Size _.. • ,.. " , _,,,. " : :1111. 1111. J .k _ \ < Y 1111.. i , •: ay. ;4. ,8.. 1'11`1 -••' �- _ i, \ .._._..... . ,, R. + " 1111., > >,.,,�,..__.. r.. t C \ -.3....: 11 :. ' ,fit , - " � 10 0 Wilkens I .W1.,.T... , Yay p 8 °♦Y j "f, i �' r J. ..,., . \\ 3 i\ q M "FN yin W, A ke s-� Pressure Reducing Valve A/LS-2.4 • 1111 -.`. :: i ,�- r � �^ " .\- % o� Q t F Model 500 ora roved equal. Line Siz11 A TO e ' + 11 r t` I ,r f % Lr i In11111011110111111111 (✓ > a--"... .,.-AI,•,. .R'..-.-.,. 1111... ..,...... Irritr T - 4 :2:. SRR ... :. Rte. R... ,� of C 06-INR _....................................•..........................,.....,..,..........,...........................,........ D/LS^2 4 a , 1111., Hybrid Controller, 6- C) \ z3 � I# f`i I y Station, Indoor Model with Plastic . 11 r ;� p � � Cabinet. Climate Logic com / ........patible, ,j/ I15� ,,,, .., �"3�rY r' °; ® - :-:.=,-. . I D TAG _::% :-•. WATERPROOF. CONNECTION: RAINBIRD SPLICE KIT ,; �, - ,p /Z�'-�---BUILDING"# 30"LINEAR LENGTH //U4�� QR�. DUfo,, x$11 ti,t 3 x's DIA �, OF WIRE COILED, i' ° ° NC',, :; OF LATERAL NO- � SLIP BASE SOCKET ROUTE TO �, v � t TREE TRUNK LINE 1. PIPE BEDDING AND BACKFILL SHALL BE OVER END OF WIRES ROOTBALL CONTROLLER H �% `' . {i ��' WATER JET BEDDING WATER JETTED TO ACHIEVE PROPER THRU APPROVED AND BACKFILL FOR ;.. $l���l,n . i ASSEMBLY, Re"wol Dots . DENSIFICATION FG LSm2 04 � � - �� I ,' :111:1.. :'," PIPELINE INSTALLATION. ,. .... t �' ROUTE � .:� �- ' sTE�� ' •�`.- � DEEP ROOT WATER SYSTEM ASSEMBL W/ -;' 2. PIPE AND CONTROL WIRE CROSSING ! _ %% `t ORIS ��`,,// ;., TAMPER PROOF GRATE. PROVIDE FILTER FABRIC ` / SLEEVE PER MANUFACTURER. /,..• # TYPICAL FOR ALL Ffr" �/� X vv ...1•:..11...5.'.,r'':,• ,.�`,``,�, :....'. 'i VECHICULAR ROADWAY SHAI....L BE SLEEVED � ���...,.._._._.-- p .,,11 U. �' -1::1::F� . ' '_ '� NATURAL EARTH �=\ :::::::::.f, ,'. PER PLANS AND THIS DETAIL I I Ki STRIP WIRES APPROX. 5/8 FROM �i\ �;.' BUBBLER NOZZLE(ABOVE ROCK)ON ::: BACKFILL• 3. ELECTRICAL SLEEVE: 3" MIN; LARGER IF kl. + ENDS - TWIST TOGETHER ' ` ANTI-SYPHON OF c J ...........; f, ,', .............:. I!?;: \ 1.11.1.... RRIGATION LEGEND _.__......_. 1111;::; r.',// /' ,%',:\ •}• -.'/\ E R, S :y -i## ' REQUIRED QY INSPECTOR. �r/* �/ R[5 EE I r, ;�,, • - LATERAL LINE �- ..`4 <�h` ' 4. RRI 10 V PI \ : �' NATIVE SOIL VALVE \ ( GAT N SLEE E TWO PE SIZE REMOTE CONTROL f,•\ \/ THE ENCLt1T1Ed DRAWINGS,SPECIFICA E IONS,(DSAS.I�E51GN8 AItii7 ,; ::`' LARGER THAN WATER PIPE SIZE. APPLY SEALER TO OUTSIDE QF ,�lr� %/� "$" SCH 8O PVC ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN ', ." �i THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF SHALL `''``: ::: '''i'!::::::::::::: 5. SHOW ALIGNMENT OF ALL CONTROL , 3/4 WASHED CRUSHED AGGREGATE BASE UNION Br coPID,OISCLOSEOTOOTHERSORUSlnDINCONNECTEQNWITH ,.........._.....:)::I::1....111 ........ SEALING PLUG FILL CAVITY WITH �. ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT T WIRE NOT INSTALLED WITH MAINLINE ON SEALER ; I..... .. ` u.� FOR WHICH THEY HAVE SEEN PREPARED AND DEVELOPED WITHOUT LATERAL LINE AS-BUILT DRAWINVS. STEP 2u �I >;. x """"""""TREE BACKFILL SEE PLANTING DETAILS J THE WRITTEN CONSENT OFRRMDESIGN GROUP.VISUAL CONTACT WITH f W �- THESE DRAWINGS OR SPECI51CA'TIONS SHALL CONSTIT(1TE�CONCLUSIVE � EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF Z/ 00 THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT PUT CRIMP SLEEVE OVER WIRE LATERAL LINE �// €o BE CONSIDERED AWANEROFRRMDESIGN GROUP'SRIGHTS. SLEEVE POTABLE LINE ENDS -- CRIMP SLEEVE AND _ SCH 80 PVC SWING JOINT N w RRM DESIGN GROUP COPYRIGHT 2013 FG CUT OFF EXCESS WIRE 11 / I EE ... FOR A MIN. E } 1111_,: __..., OF 10 B T , 9 v- z r j, RRM is a California Corporation 0 ., ....,..:::\\/\`.//\\'/\\/�'\:.;:....... `y:. /`,... WAYS BEYOND CROSSING f /\/\ t \• .. ;,� 1111..'.. y,sr J. /\//\/\// i S-'.r r .X r I OF NON--POTABLE LINE. PULL BASE SOCKET OVER SECTION Lu -- //\ /\j/\ 1_11.1 ,�: SCH, 40 P.V•C TEE SxSxT / / / - � , •� x:k POTABLE WATER MAINLINE END AS FAR AS POSSIBLE I : ::............. ._..._.. ............- ■ i- / / 00 / / OR LATERAL LINE ...•.•...- : : . LATERAL L NE L: 1111. /\,,\/\ .:........... FC\t " " a 1111.\//\\//\\/'\\/ 7TRACER TAPE ,,I Y - 1111... /`,r �, T� .. 1111. ......... \ \ \ f41 �.�........... 11_11. ........._ 1111. ... ,. ... ? / / / / . # w /,�/ /,� -1 0 1 ., X".. ><;, `°� PUSH SEALING PLUG INTO . SCH 80 PVC SWING JOINT ? . \\i\\\r\\�i\ r ...:. Q C. 1.r ., i i ; ........... .__1..1 ..... I .1111. r ', ,, ?.: :: . :............ : i # € Q o ...._.. : •. ;: ....-l. BASE SOCKET ; : , .., , ; : :.. _ #.:. 1111. :. DEEP ROOT WATER SYSTEM ASSEMBLY, W/ �"` ,� h.,.' I - : ' SLEEVE NON-POTABLE ; , T SCH .�.., „ i 1 UV RES[STAN 1 2 CLASS Lu LINE FOR A MIN. OF 10' :............I..; W. CC / :.. TAMPER PROOF GRATE,WRAP NYLON MESH 40 PVC PIPE ... .. 1111. r� = r� 1.1.... I ' I......1....11..1..., :.._1.111. 315 P.V.C. -t BOTH WAYS BEYOND PLAN TUBE W!FILTER FABRIC R EXPOSED w U � /I Z) O� < - I m € PUSH WIRES TO END OF BASE SOCKET ; ..._.....; : ; (WERE E f , W > I PIPE :: . 1... CROSSING OF PQTABLEI. : , 1111 1111 I'll 11­1� TO ASSURE COMPLETE SEALING OF NOTE . ....I......... TYP.} 1.111........ 1 (NOT AN :::` 1111; LINE. 1. USE PIPE TEI"LON TAPE f7N ALL PIPE THREADS. TIGHTEN TREADS UNTIL CONNECTION I .? : ....... , : I 2 ?> T. : .... . . . RRIGATION :............. . 1111 : <.............: ..........._ .............. ; I o sTEp a MODERATELY SNUG DO NOT OVERTIGNTEN ; i... 1111 ? ... #....,..1111..: ? f...............:: i i ." ...I I i...,. _.... NON--POTABLE WATER ,� i-; ; W'K@ TAPED AT - 11�-- . 2. LOCATE TREE BUBBLER ON ROOT BALL SIDE OF ROOT CONTROL BARRIERS. # ; LLJ ':'....., 1 . 1 O' O.C. TO MAINLINE OR LATERAL LINE 3M DBY SPLICE KIT W[RE 3. WHERE POSSIBLE, LOCATE TREE BUBBLER AWAY FROM ADJACENT ` � 02 {� (� � w : : LOWER HALF OF CONNECTOR OR APPROVED HARDSCAPE AREAS TO DISCOURAGE ROOT GROWTH UNDER PAVING. . . . ;.......,...'.,';'1 0 : ' ? ? : : : : CONTROL WIRE SEPARATE FR IPE RECLAIMED WATER & POTABLE WATER EQ UAL. : , 0 0 �. : :.........:.. PIPE . (,) Z) '-7 2 _ WIRING "O"NE T'I N ER FREE BUBBLER REM.0T'E +CONT'ROL VALVE � � CO 3 x's DIA PAVING PER PLANS C'� a, . - I n r n Ir�, t rl . n_ s It OF MAINLINE 1 1/2 = 1-0 328409.79.02 3/4 = 1 .0 328415-01 1 = 1-4 328406.80-01 "' LATERAL LINE WITH . a „I ItIN,.. illil# SLEEVE LATERAL LINEIll , SIZE OF � :, • / :_"i I I, MOUNTING BRACKET II'�""' 4w. �f=',',.31_.111al.a.., LATERAL LINE SHALL. EQUAL E �' ;1._:_-*=', PER MANUFACTURER. ,�, i`'I�E. 4IIi , : BACKFILL MATERIAL VALVE SIZE, TYP. VERIFY .� LL z .:.t t Iii I•. -J3 lI 1111. ../' .'� <,>" -':.„ 1 SIZING ON PLAN. I • \ ;; TRACER TAPE MANIFOLD MAIN LINE, SEE •�+ � `- N t, Iii. ''I PLAN FOR SIZING TYP. = I(#I=-__:f :'r fII .. SAND COVER .8 .f.I_I..,.s. :txx / err I.s., MAINLINE (N SLEEVE, SEE lzwl :5IIIA:::::::: >=1111::, WEATHER SENSOR. Qj Irl /.. ,., r 1111... .• IRRIGATION PLAN FOR REMOTE CONTROL VALVE, x.i.......... SLEEVING LOCATIONS """"" . ' :' SIZE PER PLAN, TYP. . `" POSITION CONTROL SEE IRRIGATION LEGEND (}f k EXTENSION FOR 12"METER 0 9 �-' I ::::::::= ::.:::::::::I' WIRES IN LOWER LEFT BOX. SIZE AS REQUIRED. . , .z.f..E..l..;.;,.._ : 1111 1111. .:::::....!!I,, C?R RIGHT HAND 03 .::::1Ii.1,, `: ii= 11 QUICK COUPLER. SEE _..}:.Juu' " .�.. QUADRANT OF MAINLINE. �0. ,i.�.. ..... ,.... ...I,Io - 14 PLAN FOR LOCATIONS FINISH GRADE �"" ;; t .....::.....I� ii[::..:'..........II =IIt....::::.:,:j1 TAPE WIRE AT 10 BUILDING 0.I.I'.;..,......_::::::k.;...%;.1..:;,.. .......I ISOLATION VALVE. SEE «4•+ 0 1I1i ; ..... INTERVALS; DO NOT (OP•I'IQN1} cu - rrl r. IRRIGATION LEGEND. ....,.. . ,....•.i....1...11.. SECURE TO MAINLINE, = 1. SAND BED _ 1 1 I , - BALL VALVE, CENTER IN BOX w � C�.... .... 1111. r .r,. .r 1111 ,e.... .... ...,. ..1. M...» ... ,� ...e, „... 1111. ...�mak--- SYSTEM MAINLINE. - ° MAINLINE COMBINED WITH LATERAL LINE UNDER � CU1 E {1111,: I SCHEDULE 40 PVC W i I:...,_....:. 1u c - PAVEMENTIQ- PLANTER EDGE OF WALK G , . 1 , •*° A. •. PAVEMENT OUND POST MALE ADAPTER. ALV STEEL 3 "��°' T _ _ CURB, WALL E C. R .#...i..:l.' "„ ,.X i. 3 X'S DIA, OF - :" 4 I. MAINLINE C } E..:........:.. 12" ROUND METER y ..r.. . IV MANIFOLD GROUP SCHEMATIC (OPTION 31*100-60, BOX --1111•: REMOTE CCNTROL VALVE, SIZE �mmFENCE MON BRICKS FOR ..:i 1............... : m 11...........::I s..............;+, 1/ PER PLAN, TYP. SEE (OPTION 2) : 0 ,....._,:., r..' PPC3RT. MIN. THREE. 1uu 1111,..>.......x....x. 1. ./ � SU .21 �.,,,,, (_ ,}................y'i i i f r r.� 111 1.:�:3,i ., l i F.,,._.•...,I I I,I T I TION LEGEN D ', ��`' •.. BACKFILL MATERIAL IAL .� u.. _:;....._......a t:::� 1111 R �' 12 �' CL ..............:::f:: .r I""1111. MIN �, . ZE 1111 RRIGA c� y �`' .,..,..,..,.q.�.».:..:...:..:,i' y y.ry..' .. ; .r 1"r.r 1 /�- f�-+.l X••? . .may.,. ::•## \ ...: .,.-_ P y _ '1111,. )"x.., \ � r "''' O ' , 7 I i y ........?11111111...:. , : #: TRACER TAE }... �x �.-1111_ gra L�1 SEE 1111_, - ,.,............. ..�, ,\`1111.S! :��`'� .l`• /,'- ...,�t`�S'7c"' ::...<.1 v 1111 r r r r r r r _ ,�` i'.'... o _ CV .:.............;1 f•., f++• /:' . "s' CV : ,,,..t ~ i W :,z*1 s ac;k, � c .1111.. I , :f 1 IRRIGATION LEGEND. W'4,: ,J i� PRESSURIZED 1111 �w _>. ./yam, �.» ,;:.. ,. _ ..' r/ v� ,'/ '• ' �.: J�-, M\,•.try' ",'% f: PRESSURE AI NEIq RGV RCV RGV GVH � ,� � ,. 1111.i 1111 ;�;�. • 1111. ...:..m:.;. r \,. ,;• �' I / r [PE "Y `'aw 1111 , .e,,...,... #L:::............ �, ; \. .....<:::: .` _ �`�`�` t.. \�\\ QC a �; r. ::::: MAINLINE PVC P � (M N}LI \ \ . . . . . . :':'.'\ .� QUICK COUPLER. SEE PLAN � �' �; ., . �.x __ CU e _, ,' POSITION CONTROL r , \ Q - V_ L :,, s.`...`... :.... 1111. 1111 r, . . i �... i.. ti ~.;: . . . , , r /, Tx./..11..11.i I..............: ) i.......... (> f / r / / ! t If W R R L FOR LOC IONS s_ ,,` ..._:...i.. ........ - I ES IN LOWE EFT A I_ . I .. 1111. , _. .. 1111. . III :; _1111.., ............ . 3 - ::: . --a } - OR RIGHT HAND r' _ PLANTER f I 314"CRUSHED AGGREGATE a �IRtr QUADRANT OF MAINLINE. .. �� :,, EDGE OF WALK, CURB, WALL ETC. (1)CUBIC FT. MIN. ._ �� ....11 I m:..,. . ,:.:,_�.I.-K_I .4. PAVEMENT BASE.ONE .< f TAPE WIRE AT 1 O - . . , :�11 • INTERVALS; DO NOT �. NOTES: . `' ' `�' ACTUAL VALVE BOX__PLACEMENT NATE: .... ....._:: .. , :, SECURE I0 MAINLINE. 1. INSTALL WEATHER SENSOR CLEAR FROM OVERHEAD PROJECTIONS AT A MINIMUM ELEVATION OF .p.:.......t.::}•�:�;.��.,s...A.a.. SAND BED NOTES: 6' FROM THE GROUND. UTILIZE MANUFACTURER'S ACCESSORY CLIPS AND MOUNTING EQUIPMENT PLACE AGGREGATE PRIOR TO � � I` 1. ALL VALVES SHALL BE RUN OFF A MANIFOLD GROUP SIMILAR TO THAT SHOWN IN ABOVE DIAGRAM. INSTALLATION OF VALVE BOX. M 2. WEATHER SENSOR SHALL BE INSTALLED ON BUILT STRUCTURES PER OPTION �1 WHERE ,. MAINLINE WITH CONTROL WIRE 2. ALL BOXES SHALL BE SQUARE TO ONE ANOTHER, AND T0. EDGES OF ADJACENT FIXED OBJECTS. POSSIBLE. WHERE NO BUILT STRUCTURES ARE AVAILABLE, INSTALLATION SHALL BE PER OPTION rn 3. ALL VALVE BOXES SHALL BE SET 2" ABOVE FINISH GRADE. #2. OPTION #3 SHALL BE UTILIZED ONLY WHEN THE OTHER TWO OPTIONS ARE NOT VIABLE. . r 4. SEE IRRIGATION PLAN FOR MAINLINE PIPE SIZING. 3. INSTALLWEATHER SENSOR WITHIN RANGE OF RECEIVER MODULE. 3 X's DIA. of oFTEXIST NG PAVING VALVE BOX L AA`s OUT` I N PLANTER WIRELESS W DIT HER SENSOR� . uAL�Lw VALVE L�JI , 11 N '1MAI-NLINELj Qj 3/8 -. H 1-0 328490.01 112 -- 1-0 - 328409.83-01 1 11_0" 328446.33-10 "` x , EXISTING PAVING c I I '15 , UJ (n , 0 ' �, /� . . i i I......... Hill..i I I.d' \ i 1 1 I f..........'....i...i.a...i: �, ...........#I; i i....1111:_ .. ...1..1.,it 1_:..1.1 i 2 SAC K SLURRY -_ ---------­­ I �. . . . . I . I .j CD (D .j 0i 0 ?i ,� 111�i� BACKFILL Iuj � (O •--"",."'I!i i- iii 4; 'i;i:i� III , } -ifsi,".ir �,�p� -' z > i1 . FORI •"�:::::1.:.:••f i 1 i 9 i i................. A . r, .. - � CN !1 I i I............. .........0 i E;'i Z 1111.: "n. •'`11+(11%' 'It il- - 33 .•..::.....:i;: MAINLINE IN SLEEVE }` 14 LIGE U EXTERIOR W w =•$ I=1'1.1=..1...::::;1;• SEE IRRIGATION PLAN ,_�.,..,` fir•-'�"'"- STAKE EMITTERS AT END 1111.f„; ;:111 LL OF x�. ! - ``' • :..A.z.1::: .. :., FOR SLEEVING .....; OF LINE ON Yz DRIP ER 0 BUILDING0 0 N -- li` ,;, , 1.: NUMB F � } ;I:. : ::I, i, LOCATIONS . . ww" I STAKE. 0 .L) :.!.,.,..,..,.... 1. f CONTROLLER AND 0 `� CONTROL WIRE ALL zi o° II 14 CONDUIT � �- S A REQUIRED C i .:�Ii.I 1I 1•..,.... POSITION ( f Q < z ) III IMI i-' si' WIRES IN LOWER LEFT t.' • -•x�.'. INCLUSIVE ENCLOSURE. INSTALL PER LL N IL.. wIII �..:Z:::::::,.::::::::::::*.,.,.",.-. ..: ::: : .# . I MFG. INSTRUCTIONS. OR RIGH I HAND ::: : •1111. TYP CAL it ,!! .. .. COMPRESSION :..r.. .... . . .,.:,Mr QUADRANT OF MAINLINE. :=p„...,...., i I I I i....._. ,I :..• ..... 11.11•:1.11.1 1"1.11;:•�:�::..•.�:•• • ' ..' • ' 24V CONTROL WIRES 1"' ` f PLANT GRAPHIC 1-1 1 1-1 4» "J RIGID STEEL VALVE BOX WITH LOCKING LID >° N � TAPE WIRE AT 10 DRIPLINE EDGE. FITTING, 1220 / „ MARKED P.R. -- INTERVALS DO NQ'I 1-1/2" .• 2 II CONDUIT, TYPICAL. / . 1111. ._.. ff 1 28 ui ° ��R�E�O MAINLINE. "` ,,, FG ..: :,, :: :........',1.111.." ._._..1 .. i U �..••.. 2 9---45 tf 1111: _1111, _....1 1 I z 1111;: o -1 2 -' 1:::::: °::1i If......: "-. ,1.-1.1;;1: 2 / :I I:::::....:I: 43 , PAIRED METAL THREADED _., ;fi;,:, ,1111 ,i � ............. 46---60 ff ., ° MAINLINE WITH CONTROL WIRE BELOW EXISTING ,� -�...,, `'': :: .::•`..:......'..;, '_�.I ;; r ... __1111 S ...._._ PAVING �� :: 1111': �� WEATHER PROOF CONDUIT ;.I-1f,. '.1.1''`y. CONNECTED THROUGH 24 MIN. BEYOND FACE ,`.I :1 ,. PRESSURE REGULATOR 0 �. 1. ,;... 1. 11 x WALL WITH RIGID STEEL UNION o° 3 xs DIA �` -'''r OF BLDG. OR EDGE OF PAVING. = REQUIRED) t '' PVC MALE ADAPTOR 2 EQ RED �; OF MAINLINE � �' CONDUIT. SEAL AROUND • .r ( } � 1 ::1:':,:'::•.' ............ .:... CONDUIT INSIDE AND 111.3„: ::�:w_ . __._-----�"" _'1111. •-•• n 4�. �`I �.+ OUTSIDE WITH AN 'I` >: 1111 r.-r'•e•. 1.11.1 ,.. .•-• „.,_,_..».....•�•" t.......,.i:. i"i i=.............'1 1 i i •.r r r�r .x.�.r,i I i f i............... . .., ...�•-` i{edx,'=�k:s::ES��:.... .i i j j ;i...._.......i?I I /`, .:xzl i,??p......„1111.. ., .. ........!..1 1 1 1. ,x:$ jI'=I?iit K(;; I;�Si::• :r t ii 111 BACKFILL M TERIAL APPROVED SILICONE :YNaR,1-5.;tl. �,;:,: _...f,•. ►- m ?I,,. ,i= A•,. ?#: A ,� �"'�:.. 3 �;•A= ::� "`` N0, REVISION DATE 4 iii" _.__._.__ _ SEALANT. "" R �E- n u. - 11I _ .�/I � LATERAL LINE � � �r � :„..C;s;r;.:'::ori k' � �,. _ % I uj .:j _;I.i` , ., '-_ ...........•z�iz . � ' ' • 4 . ' • . • a 4 • .4• CV PVC MAINLINE :••'I r i....,...... i,I j11 i N f.....__...... i- III TRACER TAPE ,. OMPR ION FI1-I"I I _ 1111.. �.F ...............:.F 1::............1..:..:..,_:., 1111., ' yr' ( .....1111.. U .....I i i i,1 I.............. ,j awe error - 7'1 + 1111.`�..j _..._ / SINGLE BARB INLET ' „, Y I SAN COV R OUTLET EMITTER WITH Yr -- I i I l �= ;I ! I 11 I, BRICK (1 of 4} f. _.. 1111... •• :r i ''1'111. I I 1111,, ,,..,�%.„ c 1 11 .1 BIN AKE. FINISH FLOOR OF BLDG .. a / / �I{M f n •::::::..:.1-1:::FIII.,I. 'i , / .I__1E:: PRESSURE UNE METAL 1/2 DRIP TMJ GST ;r- - \-; ,� I I"'"`"' ( PROJECT MANAGER ,` I-1-11.111-1.. .. ', 1/2" FLEXIBLE DRIP TUBING 11, _. ._., �� �. 1111 ONE CUBIC FOOT OF /4 CRUSHED ROCK. ;IIIi._::. cD 3?.............' �, . � to � 4 > LIIa.!,:j=:,::.4 11 11 : POSITION CONTROL �, 1111::,#I I i #i i 1111 PVC COATED GALV. NOTES: DRAWN BY CHECKED BY ::::,II11 11:: WIRES IN LOWER LEFT NOTE: LONG SWEEP ELL DJ CD `_ ;::`::`::`:': . _I..`••` OR RIGHT HAND 1. PLACE EMITTERS 3/4 'BETWEEN THE TRUNK AND GUTTER DRIPLINE. a ,Ili 1. INSTALL VALVE BOX SO THAT TIME TOP OF COVER IS 2"ABOVE DATE .. '1„` QUADRANT OF MAINLINE. 2. EVENLY SPACE EMITTERS AROUND PLANT. FINISH GRADE IN GROUND COVER AREAS AND 112"Its TURF AREAS. DECEMBER, 2013 I "''` •. '.. IIz ` TAPE WIRE AT 1 Q' 3, STAKE THE DRIP TUBING AT EACH TEE ELL COUPLER AT I I I I I= ,,i t I I I I I� TxS PVC ADAPTER 1 ``'I' INTERVALS; DO NOT EACH EMITTER OR TRANSFER, AND AT 6'-0" MAX O.C. . .. CAD FILE 1013021-I P.dwg IETO MAINLINE. SCH, 40 PVC CONDUIT NOTE:: N N 1. CONDUIT DIAMETER SHALL BE PER SIZING CHART ABOVE. ENLARGE HOLE IN THE BOTTOM Q,I I— MAINLINE COMBINED WITH LATERAL LINE OF THE IRRIGATION CONTROLLER AS NECESSARY TO ACCOMMODATE A LINE SIZED BUSHING. JOB NUMBER 120V POWER SOURCE SHALL BE AS SHOWN ON THE LANDSCAPE OR ELECTRICAL PLANS. Q, N TRENCHING C� ING TYPICAL DRIP TUBING LAYOUT INTERIOR WALL MCTNT`EIGS C ONT'ROL% wLwER PRESSURE REDUCING VALVE SHEET t, ff 7 ff 11 = 141 � tt�. 9 11 � � - Ito= 1`-O 328401-03 1 1/2 = 1 ---O 328413.13.50? 3 140 328410.01-50 3/4 - 1-0 328406.28 01 . - .­,.­.­_., . . I ____ _­_­" -- . - - --- ­--------------­­ � � �,i - -____--------0 - �-________­___ ___________ -0-------------,-------- --^-"---------------- _-_ .; - I I ���----------------- ­­_ . . I I �- I 11 I ovi � __ ������������il������������������������������������������� � � - � _ __ ­ �����'i��������������������������I I I L h .- 1. . . . - . � . * ...s.w.rw:'.P..> .,-m" ,- .- ---.-.-r- ..-1111..-..u.w -».._„_-.., -.. --...._;,......•._„_..-.---,-.--..._....-•-•---..-,- - .....�-- -......_...m -. 1111-.__.-.__.-_.-._... .+r-.e++.-n..+-..._-111-1. ..............---.-1.1_11_ ..-.�.....e ....-, -_"--..___..1111..--...........«........_,.1 11_1,. --..r.,n^...,-< , ..,re,«.�...:A-.. --.,a.«"1111..-.. ,-... __1111._- ..__.....-.-«-_1111.«..._.-- «,...».....e-..-..-.- i..:..i.....�.m-M...-�„•,-�.......-.:^.-m.*M-•.�,s..,.,..s,..,.,�....-.. ...�...a..s..,..m:..�.- =-^-.m..-..............�...«...a.m®�.....+.n.-._�,.....--e, -,.-.-1111.+-e-..m�.,.a.,�. 1111_...,.. _ _.. .V.._..-. ,. _ 1111»._.......,-m.-1111-_.........-..-,--,.---- >_.......h.....:..aµ„„11..„ �.«.a-ro.�:a-.. ..........rcq.,amnv..r,.ewem�vsmwuxssm'ar=..wwa.w °nanw�me_m«ua,�,:. .-.-111_1_--• 1111___•--.-..,_...k.....n?.a -ns...w-w,uw wuw -�+....«,-m....- .. "'�!.,q+ 1111 1111 .. ..1111 1111 n. .. ... ......,.._...._._. _11_11_ t.DUFO4 //VI \�\ P �l;i v � r w `•=t 08/30/1 t J, �`• R•»•wal Ante '+{ rE OF C THE INCLUDED DRAWINGS,SPECIFICATIONS,IDEAS,DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN f I THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF SHALL BE COPIED,DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT i FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP,VISUAL CONTACT WITH T RA0THESE ORA`NINGS OR SMVrICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE ACCEPTANCE OF THESE RESTRICTIONS•SUBMITTAL OF i THESE LTOCDOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL N07' ! BE CONSIDERED A WAIVER OF RRNI DESIGN GROUPS RIGHTS. SEE3 T 2621 IMPROVEMENT PLAN6 RRM DESIGN GROUP COPYRIGHT 2013 ..... w ! RRM is a California Corporation F a, E yam^ y} I®7 I E 0 Q0 Z co Uj U)i I ! _.. z 3 U) >U) - t� t .......... 1. ' .......w................................. :'.....- . f C.......................,.............:,..............., WMAIN t. .-., ..............«...............,.,..............«..... ,..... ......... ..>..... ................ ,,...........,.................�........,.... ......,.....•.......................-.........,.....,.,.....,....,..............-. „ % a. ... ... .. .............. ............. , «....:. ., ........ ...................... ........... ....`.............. .. ............w ............ ..� ...........�,...... .... ...............,,................ . _.............. ....,.......... ... # 0 0 ............. ........« . _..... ...._..,.. ..... ...... �► .............. < I s ' I , y 1 i � CIS n r• r t i 3 LLJ CY) CL .......... -- Concrete � i Paving Per City of Atascadero Mulch Pathway, ypical Driveways per Civil Plans, l ._........ ' rr. rr _...._...._.......... .... _....._..,...... _....... 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THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF SHALL j !r{ p HE COPIED,DISCLOSED TO OTHERS OR USED IN CONNECTION WITH < ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT f Q ` THE WRITTEN CONSENT OF RRM DESIGN GROUP,VISUAL CONTACT WITH THME DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE _..._..__._..._.._.:__._.._._....._..._..._..._,.,_..._.,__.._...._.,._..._,.,_..._.. EVIDENCE.OF ACCEPTANCE OF THESE RESTRICTIONS.SUBMITTAL OF I THESE DOCUMENTS FOR.PUBLIC AGENCY REVIEW SHALL NOT i 6E CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS. a M RRM DESIGN GROUP COPYRIGHT 2013 } RRM is a California Corporation > ` 00 -� C}"3 • ;.. �;` °� �"` —,� ,Cly i Lu i \ r r J i PLANSSEE X21 ! P V . �-. IST' _ <............. 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REVISION DATE I a p � I t I L%Z� T . 12 ........... ............ ................. .. .................. z LOT 10 LOT 14 PROJECT MANAGER I CD M DRAWN BY CHECKED BY I DJ CD DATE LZ 4 Wood Privacy Fence DECEMBER, 2013 i ...._...._. y I :. _ _. __ CAD FILE p...r. 4 e Detail DT Sheet �L 3• , I -PP,dwg ical All Lots I b � JOB NUMBER 1 _ N 1013021 PLANTING PLAN n rt ht SHEET I A 11117, Fit,,F SCALE: 1" = 1 U-01" R"E F E"R T 0 P L A NTING LEGEND NOTES ON SKEET LS-3.4 Vp,NDSCAPe , PRESSURE TREATED DOUGLAS FIR POST(4X4) , �c����j� DFa��C��.�4 PLANT SCHEDULELP PRESSURE TREATED DOUGLAS FIR RAIL(2X4) N CEDAR LATTICE TREES BOTANICAL NAME COMMON NAME `TONT QTY DETAIL ` ` ��� ��� s '! --�-- PRESSURE TREATED � R.n.wal Date DOUGLAS FIR POST(4X4) , �. CEDAR LATTICE Betula pendula Multi-Trunk European White Birch 15 gal 2 C/LS-3.4 r fx A �`� .,, �` r OF cap." PRESSURE TREATED DOUGLAS FIR RAIL(2X4) 1 THE INCLUDED DRAWINGS,SPECIFICATIONS,IDEAS,DESIGNS AND /^+ ARRANGEMENTS REPRESENTED THEREBY ARE AND$HALL REMAIN Cercis occidentalis Western Redbud Multi-trunk 15 gal 6 C/LS-3.4 [ THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF SHALL [ BE COPIED,DISCLOSED TO OTHERS OR USED iN CONNECTION WITH Q I ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE SEEN PREPARED AND DI;VEL.OPED WITHOUT -�' I THE WRITTEN CONSENT OF RRM DESIGN GROUP,VISUAL.CONTACT WITH `X THESE DRA`NING$OR SpECII"ICATIONS SHALL CONSTITUTE CONCLUSIVE Cotinus coggygria '.Royal Purple' Royal Purple Smoke Tree 5 gal 14 C/LS-3.4 CEDAR FENCE PANELS CEDAR FENCE EVIDENCE DOCUMENTS FO PUBLICOF AGENCY SUBMITTAL T [ THESE DOCUMENTS I"OR PUBLIC AGENCY REVIEW SHALL NOT PANELS BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS. I RRM DESIGN GROUP COPYRIGHT 2013 I IRtRM is a California Corporation Magnolia x soulangiana Saucer Magnolia Multi-Trunk 15 gal 4 C/LS-3.4 I I C:> Cal Pistacia chinensis Chinese Pistache 15 gal 3 CILS-3.4Ir•G• %G CN q'qt _ 00 ,..........: d .:.....;... f , ZUj A Quercus coccinea Scarlet Oak 15 gal 1 C/LS-3.4 a ':::` ...... FENCE I I 6"FENCE PRESSURE �...,- `` I ( BOARD TREATED DOUGLAS P.C. CONCRETE. 5 S: ,CK FIR RAIL(2X4) •� r �:C CRUSHED AGGREGATE 3/4" z „ SHRUBS BOTANICAL NAME. COMMON NAME CONT QTY DETAIL M J 1,:....5. @ 2500 PSI. U) \ Alchemilla mollis 'Auslese' Auslese Lady's Mantle 1 gal 49 B/LS-3.4 _� 3/4"DRAIN ROCK. SECTION AT POST - ': ` ELEVATION (Uj Uj .t r-Orr 1,.�, - ca Alstroemeria x'Inca Dream' Burgandy/Fuschia Peruvian Lily 1 gal 10 B/LS-3.4 E """"' �\ NOTE: .. _. 1. FENCING IS DESIGNED TO MATCH EXISTING FENCING ON SITE. COLOR,TYPE,AND SIZE SHALL MATCH. . 2. CONTRACTOR TO PROVIDE GALVANIZED SCREW FASTENERS FOR ALL WOOD CONNECTIONS. MINIMUM TWO(2)SCREWS PER EACH RAIL TO POST CONNECTION. \ o Artemisia schmidtiana 'Nana' Silver Mound Artemisia 1 gal 17 B/LS-3.4 Qj WOOD PRIVACY FENCECO--------------- ----------------- - ---------- ------Li 3 - _j Artemisia x Powis Castle Powis Castle Artemisia 1 gal 9 B/LS 3.4 1/2" = 1 -> »2 I w G dogma W E Berberis thunbergii 'Rose Glow' Rosy Glow Barberry 5 gal 38 B/LS-3.4 Buddleja davidii nanhoensis 'Petite Indigo' TM Petite Indigo Butterfly Bush 5 gal 9 B/LS-3.4 » � { \K )`" pa+`vviJl:xriJ����"I�,,"Yrr _.' •i. i DIRECTION OF • PREVAILING WIND Ceanothus horizontalis Yankee Point Carmel Creeper 5gal90 BILS 3 4 r` .r ,v,+_. C":E=•, Xr'.k ; M 51.x2t$i5.,ViWc,.x Y;{,;�fc�;;::� �,• M�\ Q)� C Ieon a pulchrum Sunset Gold Golden Breath Of Heaven 5 al 41 BLS-3.434 mLcT70 Uj TOP OF ROOTBALL AT OR SLIGHTLY TOP VIEW ���z� �a c. ?�' ABOVE FINISH GRADE C rtomium falcatum 'Rochfordianum' Holl ern 1 gal 105 B/LS-3.4 r : TREE TIES,ATTACHED " TO ALLOW TREE TO _a ` MOVE BUT STILL BE Hemerocallis x 'Preppy Pink' TM Daylily 1 gal 65 B/LS-3.4 3'r ORGANIC MULCH, KEEP �M. HELD FIRMLY IN PLACE CLEAR OF PLANT BASE •""""' q 2 TREE STAKES,TWO t r Hemerocallis x 'Red Rum Da liI 1 _ ' Daylily gal 57 B/LS-3.4 PER TREEkol_�� xX , `�';.. ✓, ` r ,,1 <w R 4 4 TREE TRUNK MULCH ,r -3 MIN. DEPTH ........... AFTER THOROUGH . BACKFILL MIX - _ .,\. - ----- � BACKFILL MIX ••- > Lavandula angustifolia Hidcote Hidcote Lavender 1 gal 28 B/LS-3.4 _ I ; ____ ; Y.�r WATERING/SETTLING I ..._........ '�, - ~. ..�._.. i WATERING BERM a t i........., �� j .. a aBrewster ..�....i.._....:._......I,..::....:I.'.: . ..•.......-•.Y'. r ,� .: ...._;.....:.....:...:......:...._:_�.: , DEEP ROOT BARRIER candidum Thunder Cloud TM County Bar m terbush 5 gal 29 BLS 3.4 � FERTILIZER TABLET E l .r ,j. ...... L is \ - i A INSTALL ROOT BARRIER . : : .,`. \.r� �, .:...:.. ;. PER MANUFACTURERS ..:•� w jri{ r S ROOTBALL ILII, WHEN TRUNK IS WITHIN --...._....,.. �f'• %�. ; ;-- INSTRUCTIONS - 5 OF PAVING. - _ Le mus condensati~is 'Canyon Prince Native Blue Rye 1 al 67 B/LS 3.4 ? ... I ,� y Y .I y, UNDISTURBED ail I\, � ....... ' .... ,_.3....; ,..,(...; Is i i........._...i ..._ ........ ..; - , 3 i _.: . : ....._._...: : ....... .........I NATIVE SOIL ::_ _... I B. INSTALL TRUNK : I ; ; , µ,........ i _..... _ _.. __ _._. IJNCOMPACTED NATIVE SOIL ".i s .___ . »...........: : ........I , c� PROTECTOR FOR ALL :._ ._....:;:.. : . • Li ustrum japonicum 'Texanum' Wax Leaf Privet 5 al 24 B/LS-3.4 TREES IN TURF UNLESS z FERTILIZER PACK I 9 J p 0 I... i__ ; - OTHERWISE NOTED. 2x ROOTBALL WIDTH I ? a �I ro 2 TIMES ROOTBALL DIAMETER 6 Loropetalum chinense 'Monraz' Razzleberri Fringe Flower 5 gal 23 B/LS-3.4 06N �,uVYVy,yd Muhlenber is ca illarrs Pink Mutely 1 gal 55 B/LS-3.4 TREE PLANTING WITH WOOD STAKING BSHRUB PLANTING � o � g p .3-19 3 :. '�anna�r } / r• J..... / r \ .......i.».......�. '•Q C) \ Perovskia atriplicifolia 'Blue Spires' Russian Sage 5 gal 52 B/LS-3.4 •..... 0 \ \ • Phormium tenax 'Jack Spratt' New Zealand Flax 1 gal 9 BILS-3.4 C� o \ / \ z le- NOTE: GROUNDCOVER SHALL 0 L) '•"' Uj d Phormium 'Dusky Cheif New Zealand Flax 5 gal 52 BILS-3.4 BER THE ON CENTER OIANGULARLY CCD \ / P ( ) \ / \ SPACING INDICATED ON THE [,,,L 0PLANTING LAN \ Pittosporum tobira 'Wheelers Dwarf' Wheeler's Dwarf Mock Orange 1 gal 135 B/LS-3.4 // \ \\ \ PLANTING LEGEND,DUON�ESS '""""'" z IN, OTHERWISE NOTED. Rhus typhina 'Bailtiger' Tiger Eyes Sumac 5 gal 19 B/LS-3.4 Rosa x 'Noaschnee White Groundcover Rose 1 gal 144 B/LS-3.4 GROUND COVERS BOTANICAL NAME. COMMON NAME CONT SPACING QTY DETAIL PLANT PER PLANTING Na. REVISION DATE PLAN,TYP. +, Arctostaphylos x'Emerald Carpet' Emerald Carpet ManzanitaOW1 gal 36" o.c. 250 A/LS�3.4 \\ PLANTING NOTES 1, PLANT LIST IS FOR CONVENIENCE OF CONTRACTOR ONLY. IN CASE OF DISCREPANCIES BETWEEN THE PLANS AND THE LIST, PLANS // \ // \ j \ - / \\ � 1/2 O.C.SPACING.FROM PROJECT MANAGER SHALL PREVAIL. EDGE OF PAVING,BACK OF CD Armeria maritima 'Compacta' Compact Thrift 4"pot 12" o.c. 111 A/LS-3.4 2. PLANT LOCATIONS SHOWN ON THE PLANS ARE DIAGRAMATIC. CONTRACTOR SHALL LOCATE ALL PLANT MATERIAL UNDER THE rCURB,OR BUILDING FACE DRAWN BY CHECKED BY DIRECTION OF THE AUTHORIZED REPRESENTATIVE PRIOR TO PLANTING HOLE EXCAVATION. ' 7 THE AUTHORIZED REPRESENTATIVE RESERVES THE RIGHT TO MAKE SUBSTITUTIONS, ADDITIONS,AND DELETIONS TO THE PLANTING EQUAL 4f DJ CD c 3' LAYOUT AS WORK PROGRESSES. DATD y a .I.,'•Ts',:i.',�;5•i.t pa.:b .. !� t"P �:.i �i E r ` :, `i DECEMBER 2013 ;',. ' ? #`' 4. ALL GROUNDCOVER SHALL BE TRIANGULARLY SPACED UNLESS OTHERWISE NOTED. . I �4=,.? r t,, ` `'"�''' Fragaria x'LipstiGk' False Strawberry flat 18" O.G. 86 A/LS-3.4 EDGE of PLANTING AREA "� Ei. `' 5. CONTRACTOR.SHALL INSTALL A 3 LAYER OF STRINGY CEDAR BARK MULCH iN ALL PLANTING AREAS. 41 CAD FiLE H-.• : .:L. - .� i(�lf;;ilEE giiy ii:sr;, a i +.i �: ; ,,. � •� � <., 4,, 1013021-PP.dwg JOB NUMBER o b 1013021 SHEET GROUNDCOVER SPACING RR 1 1/2 _ 1 .-. i ENGINEER OF RECMD: AIR__ QUALITY--- Q,b�,,,j,QL �o�Ess� v ~, Q 1. THE CONTRACTOR SMALL BE OR DESIGNATE A QUALIFIED OSP,THE QSP (QUALIFIED SWPPP PRACTITIONER) THE FOLLOWING PRACTICES ARE TO BE USED AT ALL TIMES DURING CONSTRUCTION: SHALL HAVE THE APPROPRIATE TRAINING AND OVERSEE ALL IMPLEMENTATION OF THE SWPPP AND IT'S 1. REDUCE THE AMOUNT OF DISTURBED AREA WHERE POSIILE. REQUIREMENTS. THE QSP SHALL BE RESPONSIBLE FOR ALL INSPECTIONS AND OBSERVATIONS OF THE BMP'S AND IMPLEMENTATION OF ANY CHANGES NEEDED TO BE IN CONFORMANCE WITH..THE..REQUIREMENTS OF THE 2, USE WATER TRUCKS OR SPRINKLER SYSTEMS IN SUFFICIENT QUANTITY TO PREVENT AIRBORNE DUST 'off No 3 895 ' GENERAL PERMIT. THE QSP SHALL HOLD A PRE-CONSTRUCTION MEETING WITH ALL CONTRACTORS AND SUBCONTRACTORS THAT WILL BE WORKING AT THE SITE AND INFORM THEM ON THE REQUIREMENTS OF THE INCREASED WATERING FREQUENCY WILL BE REQUIRED WHENEVER WEND SPEEDS O FROM LEAVING THE SITE # GENERAL PERMIT AND THE SWPPP. EXCEED 15MPH. RECLAIMED (NON--POTABLE WATER) WATER SHOULD BE USED WHENEVER POSSIBLE. m C1Y1�, �R• 3. PERMANENT DUST CONTROL MEASURES IDENTIFIED IN THE APPROVED PROJECT LANDSCAPE PLANS � •, 2. THE QSD (QUALIFIED SWPPP DEVELOPER) SHALL APPROVE AND CERTIFY ALL AMENDMENTS TO THE SHALL BE IMPLEMENTED .AS SOON AS POSSIBLE FOLLOWING COMPLETION OF ANY SOIL DISTURBING SWPPP AND THE ANNUAL CERTIFICATIONS. ACTIVITIES. DATE: 154•14 3. IF FAILURE OF ANY OF THE BMP'S SHOULD RESULT IN NTU'S THAT EXCEED THE LIMITS OF THE 4. EXPOSED GROUND AREAS THAT ARE PLANNED TO BE REWORKED AT DATES GREATER THAN ONE MONTH THE INCLUDED DRAWINGS,SPECIFICATIONS,IDEAS,DESIGNS AND GENERAL PERMIT REQUIREMENTS, THE QSP SHALL IMPLEMENT THE CHANGES + NECESSARY TO KEEP �ITHE AFTER INITIAL GRADING SHALL BE PROTECTED FROM EROSION. ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN VIOLATION FROM HAPPENING AGAIN, AND REPORT THE VIOLATION VIA THE SMARTS SYSTEM PER THETHE PROPERTY OFRRM DESIGN GROUP AND NOPART THEREOF SHALL REQUIREMENTS OF THE GENERAL PERMIT..(SEE SWPPP) BE ANY PIED,ori POSED OOTHERT AN OTHERS OR USED I CONNECTION SPECIFIC PROJECT WITH 5. ALL DISTURBED SOIL AREAS NOT SUBJECT TO RE,--VEGETATION MUST BE STABILIZED USING APPROVED FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT CHEMICAL SOIL BINDERS, JUTE NETTING, OR OTHER METHODS APPROVED IN ADVANCE BY THE CITY. �© THE WRITTEN CONSENT OF RRM DESIGN GROUP,VISUAL CONTACT WITH 4. IF WATER MONITORING BECOMES NECESSARY PER THE REQUIREMENTS OF THE GENERAL PERMIT, THEN 'A THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE THE PERSON OR PERSONS DOING THE MONITORING SHALL HAVE THE APPROPRIATE TRAINING AND °�. THESEEVIDENCE OF MEET FOR PUBLIC A RESTRICTIONS.RENS.SUBMITTAL T 6. ALL ROADWAYS, DRIVEWAYS, SIDEWALKS, ETC. TO BE PAVED SHOULD BE COMPLETED AS SOON AS � , q _ THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT QUALIFICATION TO PERFORM SUCH MONITORING. 'A BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS. POSSIBLE. IN ADDITION, BUILDING PADS SHOULD BE LAID AS SOON AS POSSIBLE AFTER GRADING '�'Q RRM DESIGN GROUP COPYRIGHT 2008 5. EROSION CONTROL SHEETS SHOWS THE WATER MONITORING LOCATION THAT HAS BEEN CHOSEN FOR UNLESS SEEDING OR SOIL BINDERS ARE USED. THIS SITE BY THE QSD. THE QSP SHALL REVIEW THIS LOCATION -AND REPORT BACK TO THE QSD IF THIS .� � R.RM is a California Corporation IS DEEMED UNSAFE OR UNSUITABLE FOR ANY REASONS. 7. VEHICLE SPEED FOR ALL CONSTRUCTION VEHICLES SHALL NOT EXCITED 15MP"H ON ANY UNPAVED � SURFACE AT THE CONSTRUCTION SITE. �•� T 6. THE QSP SHALL ASSURE ALL SAFETY PRECAUTIONS NECESSARY HAVE BEEN IMPLEMENTED TO DO THE ©tiA� a '` p WATER MONITORING. 8. ALL TRUCKS HAULING DIRT, SAND, SOIL, OR OTHER LOOSE MATERIAL ARE TO BE COVERED OR SHOULD ppR� 2,,, UC) MAINTAIN AT LEAST TWO FEET OF FREEBOARD (MINIMUM VERTICAL DISTANCE BETWEEN TOP OF LOAD ° 00 �. 7. A STANDBY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES DURING THE RAINY AND TOP OF TRAILER) #N ACCORDANCE NTH THE CALIFORNIA VEHICLE CODE SECTION 23114. PROJECT SITE �Q SEASON (OCTOBER 15 THROUGH APRIL 15). NECESSARY MATERIALS SHALL BE AVAILABLE AND P� '-' UJ cy) 9. INSTALL WHEEL WASHERS WHERE VEHICLES ENTER AND EXIT UNPAVED ROAD ANS? STREETS, OR WASH STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT, OFF TRUCKS AND EQUIPMENT LEAVING THE 517E AS NEEDED. �, P - � -, I'"'"" < U) 8. THE CONTRACTOR SHALL CONSTRUCT TEMPORARY EROSION CONTROL MEASURES AS SHOWN ON THIS 10. SWEEP STREETS AT THE END OF EACH DAY IF VISIBLE SOIL MATERIAL IS CARRIED ONTO ADJACENT a�� r� PLAN AND/OR AS DIRECTED BY THE ENGINEER OR QSD TPAVED ROADS. WATER SWEEPERS WlTN RECLAIMED WATER SHOULD BE USED WHERE FEASIBLE. O CONTROL DRAINAGE WHICH HAS BEEN AFFECTED "°" V) >- BY GRADING AND/OR TRENCHING A DESIGNATED DUST CONTROL MONITOR SHALL BE CHOSEN. THEY SHALL BE RESPONSIBLE FORp,A U) S 9. THE CONTRACTOR WILL BE ON CALL. IN THE EVENT IT IS NECESSARY TO IMPLEMENT EROSION CONTROL IMPLEMENTATION OF ALL DUST CONTROL MEASURES. THE MONITOR SHALL~. BE AVAILABLE DURING WEEKENDS i>n � u MEASURES OR IN THE EVENT OF AN EMERGENCY. AND HOLIDAY'S. THE NAME AND PHONE NUMBER OF THE MONITOR SHALL SE PROVIDED TO THE CITY AND �Q APCD. �� Qr U) L� ° W 10. ALL STORMWATER CONTROL MEASURES THAT ARE IDENTIFIED IN THE REAP (IF APPLICABLE) SHALL BE-IND ,�� v PLACE MIN. OF 24 HRS. PRIOR TO FORECAST RAINS. gTp� C) 'j co 1010 11. AFTER A RAINSTORM, ALL BMP'S SHAD. BE INSPECTED AND ANY BUILDUP OF SEDIMENTS SHALL BE REMOVED AND DISPOSED OF IN AN APPROVED MANNER. 00 p 12. THE ENGINEER OF RECORD, QSD OR AN AUTHORIZED REPRESENTATIVE MAY REQUIRE THE DEVELOPER AT N ANY TIME TO ,INSTALL AND/OR CONSTRUCT ADDITIONAL DRAINAGE STRUCTURES AS NECESSARY TO PREVENT OR CONTROL EROSION. 13. THE EROSION CONTROL DEVICES ON THIS PLAN ARE A GENERAL CONCEPT OF WHAT MAY BE REQUIRED. INLET EROSION CONTROL DEVICES MAY BE RELOCATED, DELETED OR ADDITIONAL ITEMS MAY BE REQUIRED E DEPENDING ON THE ACTUAL SOIL CONDITIONS ENCOUNTERED, EROSION CONTROL DEVICES',MAY BE PLACED ti AT THE DISCRETION OF THE QSP AS APPROVED BY THE QSD. s ;� 14. THE CONTRACTOR IS RESPONSIBLE TO KEEP IN FORCE ALL EROSION CONTROL DEVICES AND TO MODIFY • THOSE DEVICES AS SITE PROGRESS DICTATES. # SQL. C Q3 •2 UT 15. THE CONTRACTOR SHALL MONITOR THE EROSION CONTROL DEVICES DURING STORMS AND MODIFY THEM rEC--2 PRESL�"R{/ATlI�'V l7f' (E1 t+L�G'GFTA '1ON �''TT E IN ORDER TO PREVENT PROGRESS OF ANY ONGOING EROSION. CURB & GLITTER c "• 16. THE CONTRACTOR IS RESPONSIBLE FOR CLEANING ANY EROSION OR DEBRIS SPILLING ONTO A PUBLIC sr-1 SILT fNCE ,,, v n, STREET DAILY. 3a SE-S STRAW WATTLE' u , , ..�. MIM.i 4) 0 - 17. THE CONTRACTOR SHALL CONTACT THE QSD IN THE EVENT THAT THE ERASION CONTROL PLAN AS ,r.�5 ORA V„ SAGS � 0. z � DESIGNED REQUIRES ANY SUBSTANTIAL REVISIONS. © uJ 18. DURING GRADING OPERATIONS IF AN AREA OF DISTURBANCE IS TO REMAIN IDLE FOR A PERIOD OF 2 FLOW SE*-7 STREET SWEEP/NG & VACUUMING OR MORE WEEKS, THE DISTURBED AREAS SHALL BE COVERED WITH MULCH, STRAW OR SOME OTHER TYPE OFSE`•-•ICJ STG►R�! DRAIN I�VI "T PRt7T�'C?'3'0l (.S ' C'-"8,2 F`0i' Ay "i4 SRA/NS) AWL BMP TO PREVENT EROSION DURING RAIN EVENTS. Q �� , � WI `'.J TC�»I STABILIZED Ca mucnm ,ENTRANCE n�l �I m WASH AREA 19. THE CONTRACTOR SHALL PROVIDE STREET SWEEPING ONGOING DURING CONSTRUCTION TO PREVENT n C" Q ANY SEDIMENTS FROM BEING TRACKED OFFSITE OR TO AREAS THAT MAY CONTRIBUTE TO SEDIMENTS BEING TC 2 STAEIL/ZEQ CONSTRUCnf�N ROADWAY(SEE NOTE .) p o DEPOSITED INTO? THE STORM DRAIN SYSTEM. # co W-1 MATERIAL DELIVERY& STORAGE �� •�"` tib �.: 20. POST CONSTRUCTION BMP'S INCLUDING PLANTINGS, SHRUBS, GROUND COVER-AND TREES AS SHOWN SANDBAGS r r r r r '�" Q s ON THE LANDSCAPING PLANS SHALL BE IN PLACE AS SOON AS PRACTICAL, ORAVa &AG5 50' OIC TTP, 2-BAGS HIGH 7D ... is rr r',!r r� r r � a� rn v IN f�ZOW G1NES f�'G/Jr7T�"r'a � ' 8 G'I�VCRET�' WASTLC AaIANAGE'MEIT Q3 21. CONTRACTOR TO INSTALL SILT FENCING AT ALL PERIMETER LOCATIONS THAT HAVE THE POTENTIAL TO lI W4 IM MD1VI7'ORING LOCAnONS m DISCHARGE STORMWATER OFF-SITE. @Posr Cl7NSmumN STORM! WA moi' RETEIV im CHAMSmS L c U 22. CONTRACTOR TO PROTECT ALL YARD AND LANDSCAPE AREA DRAINS FROM SEDIMENTS UNTIL 5. LANDSCAPING IS COMPLETED AND VEGETATION ESTABLISHED. ,.�. WPE 3 141) ' NTS co 0 ii 23. GRAVEL BAGS ORIENTED TO SLOW THE FLOW OF STORM WATER RUNOFF SHALL BE PLACED IN THE o CONCRETE GUTTERS IN THE ON--SITE ROADWAY TO HELP FILTER OUT ANY SEDIMENTS. THESE GRAVEL BAGS SHALL BE PLACED 50' 0/C MAX. SEDIMENTS THAT ACCUMULATE AT THE GRAVEL BAGS SHALL BE REMOVED AFTER EACH RAIN EVENT. 24. THE CONTRACTOR SHALL IMPLEMENT EFFECTIVE WIND EROSION CONTROLS. 10 25. THE EVENT OF A RELEASE OF A REPORTABLE QUANTITY OF A POLLUTANT, THE CONTRACTOR SHALL MIN a ADVISE THE OWNER TO NOTIFY THE NATIONAL RESPONSE CENTER AND THE CITY OF SAN LUIS OBISPO. IF NECESSARY, THIS POLLUTION PREVENTION PLAN SHOULD BE REVISED TO REFLECT THE CHANGE IN CONDITIONS OF THE CONSTRUCTION ACTIVITY. A REPORTABLE QUANTITY IS ESTABLISHED BY THE 40 CODE OF FEDERAL REGULATIONS (CRI) 1117.3 OR 40 CFR 302.4. STAKE (TVP.) Z" z 26. EROSION CONTROL MEASURES SHALL BE IMPLEMENTED AND MAINTAINED TO THE SATISFACTION OF THE °° BUILDING OFFICIAL AND PUBLIC WORKS DIRECTOR DURING ALL DEMOLITIONS, CONSTRUCTION AND GROUND DISTURBING ACTIVITIES. � s 27. TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED WHEN PERMANENT IMPROVEMENTS, W 1/8 " DIA. 4 ". PLANTINGS, AND FACILITIES ARE IN PLACE. TEMPORARY MEASURES SHALL BE REMOVED PRIOR -TO FINAL a� STEL. WIRE uj INSPECTION APPROVALS. > ' a 28. STOCKPILE MANAGEMENT SHALL BE IN CONFORMANCE NTH BMP #1O OF THE WATERWAYS MANAGEMENT cn " STAPLE DETAIL INLET DGE PAVEMENT PLAN DRAINAGE DESIGN MANUAL" OF THE CITY OF SAN LUIS OBISPO, CA' 29. SEE LANDSCAPING PLANS FOR MORE INFORMATION ON POST CONSTRUCTION VEGETATION BMP'S. 1 N i I FLOW No 4* FLOW 10 MIL PLASTIC STRAW BALE LINING (TYP) 1.0PLYWOOD ,► " NOT TO SCALE NTED WHITE { TYPE "ABOVE GRADE" BLACK LETTERS o WITH STRAW BALES ° CONCRE " SPILLWAY, 1-BAG HIGH SANDBAGS 0.5HELAGT •O MUS KE PING P,� ACTICE � 2-BAGS HIGH WASWouT SCREWS � TYPICAL PROTECTION FOR INLET ON SUMP WOOD POST j 1. THE CONTRACTOR SHALL IMPLEMENT GOOD HOUSEKEEPING PRACTICES AS OUTLINED IN THE GENERAL W 3" 3 X 3» X 8 ' 0 ' PERMIT AND PER THE SWPPP. -- I.. c>? 3' �,, 3. THE CONTRACTOR SHALL CONDUCT AN INVENTORY OF THE PRODUCTS USED AND/OR EXPECTED TO BE a USED AND THE END PRODUCTS THAT ARE PRODUCED AND/OR EXPECTED TO BE PRODUCED. �;_ C � EDGE OF PAVEMENT CQh SIGN DETAIL OUT v 4. COVER AND BERM LOOSE STOCKPILED CONSTRUCTION MATERIALS THAT ARE NOT ACTIVELY BEING USED. (OR EQUIVALENT) INL..ET ui' 5. STORE CHEMICALS IN WATERTIGHT CONTAINERS (WITH APPROPRIATE SECONDARY CONTAINMENT TO PREVENT ANY SPILLAGE OR LEAKAGE) OR IN A STORAGE SHED (COMPLETELY ENCLOSED). STAPLES (2 PER BALE). 1 M`L INDING WIRE. I�LAS TIC LINING 6. ALL EQUIPMENT AND VEHICLE FUELING AND MAINTENANCE PROCEDURES SHALL BE DONE IN THE AREA FLOW FLOW N0, REVISION DATE SHOWN ON THE SITE PLANS OR OTHER-LOCATION WHERE THE- APPROPRIATE BMP'S HAVE BEEN INSTALLED TO h O, PREVENT ANY CONTAMINATION OF THE SOILS. N 7. THE CONTRACTOR SHALL USE SOME TYPE OF GROUND COVER .OR OTHER DEVISES TO INSURE NO „� STRAW BALE. PETROLEUM PRODUCTS COME IN CONTACT WITH SOILS DURING FUELING AND MAINTENANCE. SPILLWAY, 1-BAG HIGH SANBBAGS 8. THE CONTRACTOR SHALL PROVIDE APPROPRIATE CONTAINMENT AROUND ANY SANITARY TOILETS 44AT 2- AGS HIGH NATIVE MATERIAL PROJECT MANAGER I PREVENT CONTAMINATION TO THE SOILS. (OPTIONAL) WOOD OR NOTES. TJW TYPIC RO CTION FO' IN TONG ©E METAL STAKES. DRAWN BY CHECKED BY 9. ANY BUILDING MATERIALS THAT ARE STORED ON-SITE THAT HAVE THE POTENTIAL TO CONTRIBUTE (2 PER BALE ' 1. ACTUAL LAYOUT DETERMINED 1 NON--VISIBLE POLLUTANTS TO THE STORM WATER RUNOFF SHALL BE STORED IN WATERTIGHT CONTAINERS OR IN FIELD. SHS TJW UNDER THE COVER OF SHELTERS THAT PROVIDE PROTECTION .FROM RAINS. SECTION B-13 a 2. THE CONCRETE WASHOUT SIGN DATE ` NOTES: SHALL BE INSTALLED WITHIN JANUARY 14,2014 i' 10. CONSTRUCTION MATERIAL WASTES SHALL BE CLEANED UP DAILY AND STORED IN COVERED CONTAINERS NOT TO SCALE. 30 FT. OF THE TEMPORARY y PRIOR TO DISPOSAL. 1. INTENDED FOR SHORT TERM USE. CONCRETE WASHOUT FACILITY CAD FILE 2. USE TO INHIBIT.NON-STORM WATER FLOWS. 11. THE CONTRACTOR HAS THE OPTION TO USE METAL SHAKER BOARDS 1N LIEU OF RIP RAP AT THE 3. ALLOW FOR PROPER MAINTENANCE AND CLEANUP. 1013021-TR2970 EC.dwg CONSTRUCTION ENTRANCE AS LONG AS IT PROVIDES ADEQUATE. TIRE CLEANING ABILITIES. 4. SAGS MUST BE REMOVED AFTER ADJACENT OPERATION IS COMPLETE 5. NOT APPLICABLE IN AREAS WITH HIGH SILTS AND WITHOUT FILTER FABRIC. JOB NUMBER N NTS 1013021 SHEET 1 4 - . � � . - I . . . . . . I ,. . � . . � . .� . � . ,a . -IIIIIIIIIIIIIIIIIIIIIII - I ����������������������������- --, "-,-------,---. I � I �������������il���� l�������������������������������������������ii����,���il� - - m,III li���i��i����� ­ -- -, - - I . �. ------­---- ---� -������������������������������� , - ----,- - - -_ _ . ­.. I I - - _------------ _______________­_--N -_ . ..- -_ - - m - - I . - � . � ­�.,F__,� 1, /' -'\k �� / -, 11, i , . ENGINEER OF RECORD: . � 1� ? x k, �, /t \ . 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THE INCLUDED DRAWINGS,SPECIFICATIONS,IDEAS,DESIGNS AND i I � . � . ,,, .�N i� .$ l, I " T" ; [� , : : ; � I ,'? 41 I 11 4 , � . . � 971, 1), � 1, t� , , �� $ 1 ! I ill I . IF I- � t . . . , - _,_1 ; I ! I , ",N t : i I ", �. / 11 � ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN 11 �1 1, 141 1,�, i I-,- : i ! k - � i . i I . 1 tj� 11 'm /1, ", '11'2�1./ / , 1 11 I \ , .I . I : i � pq ,-I , I. ,I I 1 11 � �,X . z . , THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF SHALL I i I ! ; . . J N\ � I I ......­ . I / / i ---------__4px:____ i . � - i I ,­ , I . ; 4 'i Q I : . .,--' . i ,�,1 I -N, 1 1 j , / .. . ,, : f�, / � ,, , 1 1%:i i ! � I I - i , . I ;, 11Q -I � / " I ,t , "k I , I j ,� .1 ,w ; z i f `� -1"......_­-11-­-, t_....._"i'll , , -, .., ,Q I jil /.1 , , BE COPIED�D(SCLOSED TO OTHERS OR USED IN CONNECTION WITH k I I � : i I ---I-..."... 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