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2015-12498 G (Plans)RIGHT OF WAY NOTE OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS. DRAINAGE NOTE NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. UTILITY NOTE ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 2. THE SOILS REPORT TITLED SOILS REPORT FOR PROPOSED RESIDENTIAL SITE PREPARED BY SOIL TESTERS DATED 09/17/03 UPDATED 04/10/07 PROJECT# 10644 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY OR' EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR '.BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. B. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE- CONSTRUCTION MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. , IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS, 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. CHANGE NO. �/�- D u 7ESSCRIPTION ^ I APPROVED I DATE I BENCHMARK T , t r� K) 5.411 fr' (0 • DESCRIPTION: CALTRANS 3" BRASS C RECORD EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT MIKE CONWAY AT (619)988 -5537 , 24 HOURS A DAY. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. SAN DIEGUITO WATER DISTRICT NOTES 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). 2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. IF FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. 5. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES. 6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. 8. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSTRUCTION. OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS. 9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18. NOTIFICATIONS 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: A. SEWERS - ESD - (760)- 633 -2770 B. GAS & ELECTRIC - SDGE - (760) -438 -6200 C. WATER - SAN DIEGUITO WATER DISTRICT -1- 800 -227 -2600 D. TELEPHONE - SBC BELL - (760)- 489 -3411 E. CABLE TV - COX COMMUNICATIONS- (760)- 806 -9809 X -2233 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760)- 633 -2770. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)- 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. EARTHWORK STEEPEST EXISTING NATURAL SLOPE ON -SITE = 8 H: 1 V MAXIMUM VERTICAL DEPTH OF CUT = 5 -FT MAXIMUM VERTICAL DEPTH OF FILL = 4 -FT CUT = 400 C.Y. FILL = 400 C.Y. IMPORT /EXPORT = 0 C.Y. REMEDIAL = 600 C.Y. (REMOVAL AND RECOMPACTION FOR ENTIRE SITE) IMPERVIOUS AREA IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 1.460 SQFT IMPERVIOUS AREA AFTER CONSTRUCTION: 2.431 SQFT INCREASE IN IMPERVIOUS AREA: 971 SQFT IMPERVIOUS AREA REPLACED: 0 SQFT SCALE HORIZONTAL: N/A / , 7 .T �� 5w•r.t� VERTICAL: N/A VO 0 GL E. L-O&Ac&l V ATC m ?/a-IZ6 6,m. IZ -3141 DOUGLAS OWNER & PERMITTEE: MIKE CONWAY P.O. BOX 230413 ENCINITAS, CA 92024 619 -988 -5537 SITE LOCATION: APN: 260- 305 -14 1725 MACKINNON AVE. ENCINITAS, CA 92024 LEGAL DESCRIPTION: THOSE PORTIONS OF LOTS "J ", "K ", "L ", "M ", "N" AND "0" IN BLOCK 2 OF CARDIFF ACRES, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 1680, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, DECEMBER 9, 1915. SEE LEGAL DESCRIPTION OF PARCEL "A" IN TITLE REPORT OR VESTING DEED FOR FURTHER DESCRIPTION. OWNER'S CERTIFICATE I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. SIGNATURE: 7 DATE: 2"% 6 MIKE CONWAY SOILS ENGINEER'S CERTIFICATE SYMBOL PARCEL MAP BOUNDARY ........ ............:.................. I, CHIN C. CHEN A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON 08/27 2015 ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND /SPECIFICATIONS. C�iiirl SIGNED: t� GE NO.: C34442 EXIST. CONTOUR.- . .......... . . . -200 QRpF ESS /0N ae EXP. DATE: 09- 30 -2e/1 0 C Cy Fy EXIST. SEWER MAIN .............. ............................... _ JOB #: 10644 S z ,.W w No. C 34442 m EXIST. EDGE OF PAVEMENT ..... ............................... COMPANY: SOIL TESTERS * 1 -30 -/7 ADDRESS: P.D. BOX 1195 sryT Clvl\- LAKESIDE. CA 92040 F OF CAS \FO PHONE: 619- 443 -0060 O STATEMENT OF ENGINEER OF WORK THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARI G SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS / R AGENT R EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EM PL Y ENT AN SING OUT OF THE WORK PERFORMED BY THE ENGINEER. SIGNATURE: f DATE: DOUGLAS E. LOGAN COMPANY: RANCHO COASTAL ENGINEERING & SURVEYING. INC. ADDRESS: 310 S. TWIN OAKS VALLEY RD.. #107 -297 SAN MARCOS CA 92078 PHONE NUMBER: 760- 510 -3152 RCE EXPIRES: 12/31/2017 SHEET INDEX SHEET 1 COVER SHEET SHEET 2 GRADING PLAN, DETAIL & SECTIONS SHEET 3 EROSION CONTROL PLAN Sc NOTES FIELD OPERATIONS DATE SUPERVISION OF DATE: - I�' R.C.E. N0. 39726 EXP. 12 -31 -17 co m � C 39726 z r clvi\. sATF OF CAl \F OR�P ENGINEERING & SURVEYING SINGLE SOURCE DEVELOPMENT CONSULTANT 310 S. TWIN OAKS VALLEY RD., #107 -297 SAN MARCOS, CA. 92078 (760) 510 -3152 Ph / (760) 510 -3153 Fax PLANNING AND BUILDING 2.1°l PARKS AND RECREATION V , SIGN DA E ENGINEERING DIVISION APPROVALS RECOMMENDED: lQO APPROV /1A - � f MASIH MAHER GLENN PRIUM 4/13/1( Y 2P DATE DATE WARWICK AVE. a z 0 z z Y U BURKSHIRE AVE. SITE VICINITY MAP T.B. PG." 1167 -E2 NOT TO SCALE �I III 'I I N WORK TO BE DONE THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THE SPECIAL PROVISIONS, AND THE FOLLOWING SPECIFICATIONS OF THESE PLANS AND STANDARD DRAWINGS: STANDARD SPECIFICATIONS 1. "GREENBOOK" STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION (2012 EDITION). 2. CALIFORNIA DEPARTMENT OF TRANSPORTATION, "MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES," (1996 EDITION). 3. STATE OF CALIFORNIA STANDARD SPECIFICATIONS -APRIL 2006. STANDARD DRAWINGS 1. COUNTY OF SAN DIEGO REGIONAL STANDARD DRAWINGS -APRIL 2006. 2. STATE OF CALIFORNIA STANDARD PLANS -MAY 2006. DESCRIPTION STD DWG SYMBOL PARCEL MAP BOUNDARY ........ ............:.................. EXIST. LOTLINE ............... ............................... - RIGHTOF WAY ..................... ............................... CENTERLINE ........................ ............................... - EXIST. CONTOUR.- . .......... . . . -200 EXIST. SEWER MAIN .............. ............................... S EXIST. WATER MAIN .............. ............................... ,.W EXIST. EDGE OF PAVEMENT ..... ............................... h EXIST. SEWER CLEAN OUT. O EXIST. WATER METER ................ ............................ - -� EXIST. CONC. BROW DITCH ...... ............................... C� EXIST. SWALE ..................................................... CHAIN LINK FENCE ................ ............................... _X _X WOOD FENCE ....................... ............................... E-1 11 PR. BMP TREATMENT SWALE ................................... mm> => BMP PROJECT STATUS 1 STANDARD PROJECT SAN DIEGUITO WATER DISTRICT I ENCINITAS FIRE DEPARTMENT SIGN DATE 7 2,/[ A 4p IGN DATE CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT PLANNING CASE NO: 1725 MACKINNON AVENUE ENCINITAS, CA 92024 R:\Projects\7006 - Conway \7006- GP01.dwg DRAWING NO. 12498 -G 1/13/2016 11:25 AM IN i 0 z w CC O V) C) (n U Ld z U w LLJ z0 CD p z LiJ J Q Q ~ LLJ V O� Ln U ON U � z I Q O Ln w� :�E CD a cO z� cn o �z Ld LLJ W zz C.D O z= Ld IZ NOTE: BOTH NEW PARCELS ARE LOWER THAN SEWER MAIN. PRIVATE SEWER PUMPS TO BE UTILIZED FOR EACH HOUSE WITH SEPARATE LATERALS. NOTE: • CROSS- SECTIONS FOR FUTURE 1-5 OFF -RAMP WIDENING PER CAL - TRANS. WALL NOTE: • FOR MORE DETAIL ON APPEARANCE AND MATERIAL OF WALLS, SEE LANDSCAPE PLANS. I � N ro I 0 0 w w w U � Q 3 N ro ) X X w LLJ a ouv Z m Z CL U cQ � G F - Lo O J J 220 3-- w (0 rn n o6 r-� 24.0' w r o 210 ROPOSED PA EL V= 08.00' -c6 ro rn I II J h 1.31' (E) GROUND ^ w w w _ -_ - - -- IF v � J � rn N � dam- 200 ?00 - - - -- w _ - Co N C 4 M- \ N i F- 3' BENCH W CUT�T1iR d \ ^ -190 LANDSCAPING �q[S[o \2'� NN J (= 0 TR NS FR -� __j � w o vi -180 CROSS — SECTION A —A VERTICAL SCALE: 1" = 20' HORIZONTAL SCALE: 1' = 20' EXIST. MONUMENT LEGEND: 1 � 0 INDICATES FOUND MONUMENT. SEE FOUND MONUMENT LEGEND FOR DESCRIPTION. INDICATES SET 2" X 24" IRON PIPE WITH DISC "LS 9042" * ALL MONUMENTS TO BE PROTECTED -IN -PLACE \ < r ojo 20 w CD 17.0' 0000 N 210 PR POS PAD ELEV,�-_?203.0 (E) GROUND Gi o6 app BLEND INTO —U` �'-I ,� 'o 22 21 Cq 0[00`0 2.•� N i [ pRq A'S �R J J F )SS— SECTION 13— VERTICAL SCALE: 1" = 20' HORIZONTAL SCALE: 1' = 20' Q o Co o O I J II — L6.0 w 200 CUT APN 260- 305 -10 o V !� N co \ �� - 3' BENCH W/ O z LANDSCAPING CROSS - SECTION C— BOUNDARY TABLE WORK TO BE DONE: DISTANCE BEARING Q 35.00' N 88'37'09" W Q 7.00' N 88'37'09" W 3 0.45' N 88'35'54" W I 225 6g I �(E) WM FOR 1727 MACKINNON .'0 00 o o � T� �00 00 22 II II w w w 21 ? N N r o N -20( 20 -� r ~ fy_ -19( 0_ V J wp -18( VERTICAL SCALE: 1" = 20' 1 A HORIZONTAL SCALE: 1' = 20' w _ i ° I SWALE SHALL BE PLANTED WITH 5' N �- ^t rn �,, �, ADEQUATE GROUNDCOVER OR TURF. N Cr) o ° PLANTS THAT ARE NOT PRONE TO I o co I o \ j ' BLOCKING THE DRAINAGE FLOW MAY I 6 III . \ \ Al CO AP PI 4NTFf1 ON QIr)P' QI f)PPC it /b>1 Ai d I ,cCQ� d Z APN 260 —SOy —03 z 10,`` I SYSB F CNI :W=21410' w 3W10 .01 TW 20850' 11 �ti 0 O)� �0 0 0 C•C.I Q. RETAININGA�'.A`'� \ VG F-�G G o rWALL PER F') 5�2�0���� ���GO P EXISTING z _PARCEL 1 SDRSD \ FF 5F ES QO �� RESIDENCE TW 40i � C -3" SAME OWNER 6W 22 9.2i 0 � (E) SEPTIC APN ! o TANK To BE �,200��� �GEN��o O G 260 - 305 -12 REMOVED I TW= 208.5'0 y�o2 VOA (TW 224.0') I E) COVERED BW= 208.0' 1 0 \ / /(BW 219.0' S, PATIO TO BE TW= 213.5' Z 00 mI SYSB REMOVED BW= 08.0' / c'cp �2002p0 77 1725 MACKINNON SYSB` fN r'� od9, 0 (E) RESIDENCE J 2 REQUIRED To PARCEL 2 w CONNECT TO PAD =208.0 C Q °202 Ry 1727 MACKINON TW 222.7' SEWER BEFORE 3 F O QOROQF EXISTING (BW 217.7') 0 - RECORDATION 1W p' S� RESIDENCE N OF PARCEL MAP -20C -190 -180 M o 04 00 D N (E) GROUND PROPOSED PAD ELEV. =2 .00'- - TEMP. 6.00' - CUT _ 3' BENCH W/ Cq[S[�/�Fp7 LANDSCAPING RgNSF N C � C of w 1 N 00 < II f J w [ CROSS— SECTION D —D VERTICAL SCALE: 1" = 20' HORIZONTAL SCALE: 1' = 20' Q to o (D 0 ON -- - -- I � II Or _ 10 (E) GROUN 210---------PROPO PA LEV. =208.0 - TEMP. ?00— CUT . 0'' 114 16H M "6ATz_1 o R w- lyrM.6� 1 i* efEfrlh s e 6`OIL. w j g 1 9 F-fu rxA S Eik. $196 MAIL-Lo TURF REINFORCEMENT MAT 220- IF APPLICABLE iK, 18" MIN I IaIii l I _ I —I 1 1 6" MIN. ENGINEERED SOIL IIII -II- *SEE NOTE BELOW 2" MIN. 3/8" GRAVEL I' 24" MIN. 16" MIN. 3/4" CRUSHED ROCK BMP INFILTRATION SWALE DETAIL NOT TO SCALE * "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 6" DEEP "SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND, 20 -30% COMPOST OR HARDWOOD MULCH, AND 20 -30% TOPSOIL. NOTE: VEGETATED SWALES ON GRADES OF MORE THAN 2.5% MUST INSTALL CHECK DAMS TO LIMIT THE SLOPE OF THE SWALE TO 2.5% UNLESS OTHERWISE APPROVED BY THE DIRECTOR OF ENGINEERING SERVICES. NOTE: NO FILTER FABRIC IS TO BE USED IN THIS SECTION. 5 4 APN haw 222.0 z 21� Z•3' / �'- 202\ UTILITY NOTE: 22 .5 E WM 260- 305 -13 �T 217. W - EMERGENCY ACCESS ) 0 14 ESMT. PER PARCEL 6 0 ALL UTILITY FOR FUTURE PARCEL HAVE rF OR 1725 221. SEWER CONNECTION (BW 7J, (� /� i MAP NOc�O ALREADY BEEN BURIED IN EASEMENT ALONG A CKINNON EXISTING 216 ) y FOR 1725 PER , GARAGE EXISTING �� / o S �� 1727 MACKINNON AND CAPPED AT 1725 /I GRAVEL] 0 F NO. 04 -778. (E) GAS FOR 1725' f x C 0 Q MACKINNON. & CONDUIT FOR (TW 220.7') I' r g p / RETAINING / 205' 69 cOGP ROB ° = i BW 2167' 0 `- O� i o F 5; WALL PERr / 3• O F \ o FUTURE PARCEL. o / ( ) 1� ��' �� �'�. NO' — „ ' _ DLO V\ XN NOTHING HAS BEEN CONNECTED TO CITY L SDRSD C -5 G SEE UTILITY NOTE. % 13 0� RpQ �N \N `( lQ' UTILITIES. ] FIRE DE T. Qc�G��1PX� / • ALL UTILITIES FOR FUTURE PARCEL WILL BE S — 11\ y TURNAROU D O P O CONNECTED PER CITY REQUIREMENTS AND 2 5T' C.O. C.O. pg EXTENDED AT A LATER TIME. �V,2G5' p 52.47' p� RA L L ° 1 RIP-RAP /END PRESSURE (E) 2 -2" PRESSURIZED �� 68.33' 2N 210.0" { 93.03' \ ` BEGIN GRAVITY SEWER LINES FOR l ti� PROPOSED SEWER BMP TREATMENT U) CHANGE NO. Iq i 1725 & PARCEL 2, PRO OS ED TURF BLOCK ® \ X EXIST. A.C. SEE UTILITY NOTE. ° 16' ROAD & LATERAL, TO END OF TURNAROUND SWALE PER •DETAIL w PAVEMENT N UTILITY ESML _ EXTEND THROUGH DESIGN AS STORMWATER THIS SHEET o \ Lo PER P L PAVEMENT TO P AD. BMP TO SATISFACTION OF (,tP Ci{G'�C f o 5' (E) WATER SERVICE MAP Z� FOR 1725 & FUTURE EXTEND A.C. CITY ENGINEER j�MS("d tdo \ \ PARCEL. SEE UTILITY \ PAVEMENT FOR ( 1 t I \ 'VOTE. FIRE DEPT. APN 260 - 317 -02 � � �1'�VKS` APN 260 - 30506 TURNAROUND o � 19� SIT45 \ \, \. (E) SEWER LATERAL INSTALLED BUT N 88'39'37" W N 161.37 N NOT CONNECTED TO MAIN. CONNECTION T UPON BUILDING PERMIT, 01 ISSUANCE OF DESCRI TIDN APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: D BAMW BY: C 21 20 (o 00 3' BENCH W CT S[ R\ C,4 LANDSCAPING J J J S CROSS— SECTION E —E VERTICAL SCALE: 1" = 20' HORIZONTAL SCALE: 1' = 20' Q M O �CNo0 0 _- F- J J = w O - - - -_ 1n' (E) GROUND ME -1 1 i -19 - -- -18 b W ww WORK TO BE DONE: —0 (D o - 0 10 o) r7 N r `n ro °i„1 -1 GOSTRuGT Souuce LATr AL P x JbRSD SS-o f . 2 W F- (n SCALE IN FEET ESS /ONq� O SCALE: 1" = 20' OQROF �t d. N C m r CUT w w w o 7 N F \ o - ` n r- = � OF 2'7 -1 F- - _1 CROSS— SECTION F —F VERTICAL SCALE: 1" 20' HORIZONTAL SCALE: 1' = 20' Q�00 L� O N O II J w c� (--(E) GROUND � — 0 0D J N NJ � 0 co 00 210 00 0O — 11 C3 NOTE: CAL -TRANS J J w Z w SLOPE WILL DAYLITE F(X w w w 200 BEFORE WALL OR PAD — CA F ice' o N -2 O Cq[S[OpF2.•� o)p 00 � N 0 N z TRq SN C14 0) \ II r� N -19 W > J J w 0' 0_ 0_ 0_ otf :E 10 ::) O pF1�,E 11' CROSS — SECTION G —G o MAM/"rr.A_r • AC EEIH€ T VERTICAL SCALE: 1" = 20' Z U RECazDCp gpR1�5, 2-o16 AS { HORIZONTAL SCALE: 1' = 20' a LLJ j ZbC. AA 2 ®/6- V15'f67(b LLJ EASEMENT LEGEND: EASEMENTS PLOTTED PER TITLE REPORT PROVIDED BY "CHICAGO TITLE COMPANY" ORDER NO. 12205382- 996 -SD1 11 AN EASEMENT FOR PUBLIC UTILITIES, INGRESS AND EGRESS, IN FAVOR OF SDG &E, RECORDED APRIL 6, 2004 AS DOC. NO. 2004 - 0287100. 13 AN EASEMENT FOR WATER DRAINAGE, IN FAVOR OF STEPHEN MOFFETT & ADRIA KEARNEY, RECORDED AUGUST 15, 2006 AS DOC. NO. 2006 - 0581709. ENGINEERING DIVISION APPROV. o• DESCRIPTION: CALTRANS 3" BRASS DISC MARKED "BID P ANS PREPARED UNDER SUPERVISION Of F 6 RECOMMENDED: I,C) APPR02D O / STA 11" LOCATION: THE NORTHEASTERLY SIDE OF THE HORIZONTAL: 1 " =20' 1 DATE: INTERSTATE 5 AND MACKINNON AVE. i� OVERPASS. VERTICAL: N A R.C.E. N0. 39726 MASIH MAHER GLENN PRIUM RECORD FROM: ROS - - 18416 UGLAS �T OGAN 411311 (1 Ze ELEVATION: 231.69' DATUM: NAVD 88 EXP. 12 -31 -17 DATE DATE (760) 510 -3152 Ph / (760) 510 -3153 Fax O Q co z� CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. o GRADING PLAN FOR: Z 1725 MACKINNON AVENUE 12498 -G LL LLj ENCINITAS, CA 92024 cD o PLANNING CASE NO: 08 -099 TPM /CDP ISHEET2 OFA I W a_ R:AProjects \7006 - Conway \7006- GP02.dwg 1/13/2016 11:26 AM WORK TO BE DONE: —0 (D o N 11 PROP. CURB OR AC SWALE TO DIRECT DRAINAGE W -j 20 10 0 20 40 THROUGH GRASS -CRETE AND INTO BMP TREATMENT. J Q � :2 GOSTRuGT Souuce LATr AL P x JbRSD SS-o f . 2 W 7 1�F/` t1 G�/6 VriY GTV Wr4V APP. R C6 (n SCALE IN FEET ESS /ONq� O SCALE: 1" = 20' OQROF U\ Fc Lo ° °JG�P 2 z ENGINEERING & SURVEYING u un w C 39726 m * * SINGLE SOURCE DEVELOPMENT CONSULTANT Q of srq CIVn. 310 S. TWIN OAKS VALLEY RD., #107 -297 TF of, Cpk-l\ �� SAN MARCOS, CA. 92078 (760) 510 -3152 Ph / (760) 510 -3153 Fax O Q co z� CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. o GRADING PLAN FOR: Z 1725 MACKINNON AVENUE 12498 -G LL LLj ENCINITAS, CA 92024 cD o PLANNING CASE NO: 08 -099 TPM /CDP ISHEET2 OFA I W a_ R:AProjects \7006 - Conway \7006- GP02.dwg 1/13/2016 11:26 AM STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES CONCRETE WASHOUT • CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. CONSTRUCTION SITE ACCESS • A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE: THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND /OR CORRUGATED STEEL PANELS /PLATES. CONSTRUCTION VEHICLES • A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF —SITE. EROSION CONTROL • EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. • NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. • DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. • REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION. • TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST — GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. • PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. • WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ON -SITE CONSTRUCTION MATERIAL STORAGE • STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON —SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON —SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. TRAINING • CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. WASTE MANAGEMENT • CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. • NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. • MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER —BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON— RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. • POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. • PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES. • ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE • FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP /IMP NOTES 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP FACILITIES AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP /IMP FACILITY AND /OR THE TURF /LANDSCAPED AREAS. 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP. 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP /BMP. 6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT FROM THE CITY. 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON— COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED THROUGH A CITY — APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. -3 BAGS HIGH (MAX.) 2 BAGS HIGH (MIN.) NOTE: LOWER BAG ROW TO BE BURIED 6" UNDER GRADE. NO SCALE GRAVEL BAG CHECK DAM �� •� SMRM DRAIN INLET PROTECTION `— TYPICAL GRAVEL BAG PLACEMENT EACH DRAINAGE INLET INLET PROTECTION DETAIL NO SCALE 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. 2. ATTACH THE FILTER FABRIC TO THE POSTS & EXTEND INTO TRENCH �_W1C Up EXISTIN 1 -1 /2" CRUSHED GROUND ROCK 4 IN (10 CM) 50' 3. BACKFILL AND COMPACT THE z EXCAVATED SOIL. FILTER FABRIC II, III L -III SILT FENCE BLIC RIGHT- OF—WAY C RIGHT —OF —WAY PLAN `-PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC RIGHT —OF —WAY STABILIZED CONSTRUCTION ENTRANCE NO SCALE w' G ENGINEERING & SURVEYING SINGLE SOURCE DEVELOPMENT CONSULTANT 310 S. TWIN OAKS VALLEY RD., #107 -297 SAN MARCOS, CA. 92078 (760) 510 -3152 Ph / (760) 510 -3153 Fax 1'I o QFypFESS RCN ` q JV'_�5 E <CG' Fy C 39726 r N 30 15 0 30 60 'JT CIVIC �P qTF OF CAI\F I. . SCALE IN FEET SCALE: 1" = 30' CHANGE N0. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESDEE Y: DRAWN BY: cHECDDEL BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. 5 to . DESCRIPTION: C ALTR' NS 3" BRASS DISC MARKED "BD P ANS PR ED UNDER SUPERVISION OF RECOMMENDED: �QO APPROVED: GRADING PLAN FOR: V OF S t LOCATION: THE NORTHEASTERLY SIDE OF THE HORIZONTAL: 1 " =30' -I -� % ,,,,,,,,, 1725 MACKINNON AVENUE INTERSTATE 5 AND MACKINNON AVE. DATE: 12498 -G OVERPASS. VERTICAL: N A R.C.E. NO. 39726 MASIH MAHER GLENN PRIUM ENCINITAS, CA 92024 RECORD FROM: ROS - - 18416 DOUGLAS LOGAN 4 / 13/1 f® A7 y„ ELEVATION: 231.69' DATUM: NAVD 88 EXP. 12 -31 -17 DATE DATE PLANNING CASE NO: 08 -099 _TPM /CDP SHEET 3 OF R: \Projects\7006 — Conway \7006— GPO3.dwg 1/13/2016 11:27 AM C/ v 03 N i CD z w O U d CD w zu w C7 w =) o _z U C) z w� J Q Q ~ w Q � O� U O N L S U ro =I <t o Ln W ^ :�i O Q Qo z� (n �z w w w zz C5 O z= w El- CHANGE l J I t t v!�- 4 I\ 1 i _j 3Y _ r� y J- i !_1- 0 `J C_71 Y Yt 2 2 ji ti u j ) LS J i �/ �v c x Sill — i �L -.. \ l I� • Y't 3 i 'i i� /jr\ `� - i R J I-ya l i I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY 0 FENCINITAS WATER EFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE DESIGN MANUAL. I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFIC)E-VT USE OF WATf`R1 UNDER PENALTY OF PERJURY, I AFFIRM THAT THE FOREGOING IS TRUE AND CORRECT. JEREMY THOMAS SISON RLA# 5664 DESCRIP ION APPROVED DATE BENCHMARK SCALE 5.1b • '} DESCRIPTION: CALTRANS 3" BRASS DISC MARKED vmft "BD STA 11- LOCATION: THE NORTHEASTERLY SIDE OF THE HORIZONTAL: 1 " =10' INTERSTATE 5 AND MACKINNON "E. OVERPASS. VERTICAL: N/A RECORD FROM: ROS - - 18416 ELEVATION: 231.69' DATUM: NAVD 88 CID ELWImImol AS L L US AS 1T (N r e PLANT LEGEND SYMBOL BOTANICAL NAME COMMON NAME SIZE QTY. MATURE HT. AS ARCTOSTAPHYLOS 'SUNSET' SUNSET MANZANITA 5 -GAL 18 4 FT TOT - LEYMUS CONDENSATUS 'CANYON PRINCE' CANYON WILD RYE 5 -GAL 6 4 FT MUHLENBERGIA RIGENS DEERGRASS 5 -GAL 7 4 FT TRHUS INTEGRIFOLIA LEMONDADEBERRY 5 -GAL 4 8 FT ALL PLANTED AREAS (APPROX. 1,440 SQ FT) TO RECEIVE 2" LAYER OF SHREDDED BARK MULCH AS AS T AS ' 1 r 0 <,< n i. v l J -- - __ -__ ----- - - - - - -- i i S KEEP MULCH 3" a oS FROM STEM OF �I PLANT °\ NATIVE BACKFILL a {w: TOP OF ROOT BALL 1" HIGHER THAN SURROUNDING DIG HOLE NO DEEPER THAN HIGHTH OF ROOTBALL. IF OVEREXCAVATED THEN FILL & FOOT PACK. AT PLANTING DETAIL NOT TO SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: BRAWN BY: I cNECREOBY: JTS JTS ENGINEERING DIVISION APPROVALS PLANS P7RED UNDER SUPERVISION OF RECOMMENDED: APPROVED: ``(( \ \�J ,, � DATE: 02103/2016 /L4. /t^ !JE Y rHDNIAS BISON p,L.A NO. 5664 MASIH MAHER GLENN PRIUM NAME 4/1311(1 Zn EXp. 0812016 DATE DATE IIIJ�P CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. I% p LANDSCAPE PLAN FOR: W Z uj 1 725 MACKINNON AVENUE 12498 -G Z z ENCINITAS, CA 92024 z = Wd PLANNING CASE NO: 08-099 TPMICDP SHEET 40F 4 'a A 9 U z H z W V) d5 U Q LD V) zW Q!l U WQ� W 1cdjn V fH u' Z Q W J H Q Q o� U� oOJ = Ln U '- Z� � O Ln W �CD Q� z� Ej W z WW L3 O zS W0- A, }rtic� j t r ; f r , ,� t it �� .�v� IRRIGATION EQUIPMENT LEGEND mN",, A t SYMBOL DESCRIPTION MANUF. MODEL NO DETAIL UNE DRIP LINE 0.8 OPH ' Y -3' BELOW NET -A -FIM TLDL -6 -12 NA GRADE. E AT ANT GRADE. PLACE DNE AT EDGE OF PLANT ROOT BALL. ANCHOR INTO GROUND W/ 'U' HOOKS AT EVERY 3 LINEAR FEET. ; j»t CHARGED MAINLINE. TO BE A MIN. NA 3/4" SCHEDULE 40 PVC A & B OF 18" BELOW GRADE & SET IN SAND. 11 _ IRRIGATION LINE TO BE A MIN NA / SCHEDULE 40 PVC NA OF 1 BELOW GRADE &SET IN SAND. DRIP ZONE CONTROL VALVE HUNTER PCZ- 101 -25 B a t i \ BALL VALVE NIBCO T -580 NA `'- I - r ; ? _ i l ,-_ r POINT OF CONNECTION AT EXISTING WATER LINE NA NA A LVC 3/4" BACKFLOW PREVENTER W/ PRESSURE REGULATOR WILKENS 975 -XL A /AVV - •.1 - - �• - J 6,� it . 1� :' - ' > L > �I t y J �,- —� '• 6 STATION CONTROLLER W © / HUNTER XC -6 -00 NA RAIN SENSOR. MOUNT CONTROLLER & SENSOR ON SIDE OF EXISTING ` RETAINING INO WALL -� � p T. 7 °� � _ q a, ❑M EXISTING /4" WATER METER SENSUS NA NA 3 rT It N f i l 10 5 0 10 20 NOTE: THIS IRRIGATION SYSTEM IS DESIGNED TO OPERATE AT A PRESSURE OF 25 PSI. ON OCTOBER 21, 2015, z' LANDSCAPE ARCHITECT JEREMY T. SISON MEASURED THE STATIC WATER PRESSURE & FLOW AT THE EXITSTING - 82 PSI FLOW WAS 15 GALLONS HOSE BIB AT 1725 MACKINNON AVE. PRESSURE 6 H& BEFORE INSTALLATION IT S THE RESPONSIBILITY TH R ATION INSTALLER TO CHECK PRESSURE & FLOW B FOR INSTAL I E OF E IRRIGATION p ry SCALE IN FEET =� OF ANY COMPONENT OF THE SYSETM. v % i SCALEI 1' = 10'a, e EXISTING WATER LINE . 3/4" WATER METER ; r ``' i 1. =% 17 - BACKFLOW PREVENTER M _ At NO OTHER BRASS CLOSE NIPPLE CONNECTIONS COPPER CxC ELL EXISTING 3/4" PVC WATER LINE. ' OPTIONAL COPPER C C ELL PRESSURE _. I t _ r , - -- GAUGE - - -� -BRASS CLOSE NIPPLE O1 STANDARD VALVE BOX BRASS CLOSE PRESSURE NIPPLE i�REGULATOR O FINISH GRADE - - � MODEL DU HARD DIELECTRIC _ HARD COPPER PIPE - 2 5 4 1 DRIP ZONE KIT 0 MODEL PCZ- 101 =25 COPPER UNION SOLDERED PIPE- 12 MIN. SOLDERED 18 MAX. 3 O WATERPROOF CONNECTORS (2) DIRECTION OF FLOW 18 -24" COILED WIRE 6 6 7 © SCH 80 T.O.E. NIPPLE TYPE »K" TO IRRIGATION O MAIN LINE PIPE & FITTINGS HARD COPPER 18 MIN. SYSTEM TUBE t V BRICK SUPPORTS (4) HARD COPPER PIPE - SOLDERED 9 8 3/4" MINUS WASHED GRAVEL COPPER CXC ELL COPPER CXC ELL o �pN DSCgpF9� .slsoN �y COPPER ADAPTER, S.J. x MALE N.P.T. EXISTING PVC SUPPLY LINE 5AE's J' 9 T �Q DRIP ZONE CONTROL VALVE B BACKFLOW PREVENTER W/ PRESSURE REGULATOR TF OF CAL \E'3� SCALE: 2" _ l' —O" A SCALE: 1 " = 1' —O" CHANGE NO, DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY, DRAWN BY, CHEC KED BY, ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS — PUBLIC WORKS DEPARTMENT DRAWING NO. JTS JTS JTS DESCRIPTION: CALTRANS 3' BRASS DISC MARKED HORIZONTAL' VARIES PLANS PRE D UNDER SUPERVISION OF /� �t DATE, 2 -03 -2016 IMY RECOMMENDED, 1gA.,yl APP VED R' IRRIGATION PLAN & DETAILS FOR, 72rJ MACKINNON AVENUE 12498 -IRR 'BD STA 11' LOCATION: THE NORTHEASTERLY SIDE OF THE INTERSTATE 5 AND MACKINNON AVE: VERTICAL, VARIES V T, SISON P,L,A, NO, 5664 NAME EXP, 8 -31 -2016 MASIH MAHER GLENN PRIUM A �6 DATE DATE ENCINITAS, CA 92024 PLANNING CASE NO, 08 -099 TPM /CDP OVERPASS, RECORD FROM: ROS - - 18416 ELEVATION: 231.69' DATUM: NAVD 88 SHEETS �F 6 'a A 9 U z H z W V) d5 U Q LD V) zW Q!l U WQ� W 1cdjn V fH u' Z Q W J H Q Q o� U� oOJ = Ln U '- Z� � O Ln W �CD Q� z� Ej W z WW L3 O zS W0- CHANGE IRRIGATION 1. THE PLAN IS DIAGRAMMATIC. ALL IRRIGATION EQUIPMENT IS LOCATED IN PLANTING AREAS AND NOT IN PAVED AREAS UNLESS INDICATED OTHERWISE ON THE PLANS. REFER TO NOTES, DETAILS, AND LEGENDS TO VERIFY LOCATION OF IRRIGATION EQUIPMENT. 2. THE IRRIGATION SYSTEM SHALL INCLUDE ALL MATERIALS AND THEIR INSTALLATION IN ACCORDANCE WITH PLANS AND SPECIFICATIONS PREPARED BY OWNER. 3. ALL PRESSURE LINES, NON - PRESSURE LINES, VALVES AND MISCELLANEOUS SPRINKLER HEADS SHALL BE MANUFACTURED, SUPPLIED AND INSTALLED IN STRICT ACCORDANCE WITH THE SPECIFICATIONS DETAILED IN THE HEREIN MENTIONED IRRIGATION PLANS AND SPECIFICATIONS. 4. SUBSTITUTION OF MATEIALS SIZED OR MANUFACTURERS WILL NOT BE ALLOWED UNLESS THE OWNER AND DESIGNER AGREE TO ANY PROPOSED CHANGES IN WRITING. 5. GENERA. MATERIALS SHALL INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING ITEMS: ALL PRESSURE SUPPLY LINES, NON- PRESSURE LINES, VARIOUS TYPES OF VALVES, CONTROLLERS, BACKFLOW PREVENTION UNITS, HOSE BIBBS, AND ALL TYPES OF SPRINKLER HEADS. ALL MATERIALS AND EQUIPMENT SHALL BE NEW, OF DOMESTIC MANUFACTURE AND CONFORM TO PERFORMANCE STANDARDS AND /OR DATA HEREIN, AND AS SHOWN IN LEGEND ON DRAWINGS, INSTALLED IN STRICT ACCORDANCE WITH CONSTRUCTION DETAILS. 8. PLASTIC PIPES AND FITTINGS A PVC PIPE (1) PRESSURE LINE PIPE SHALL BE TYPE 1 -11, SCHEDULE 40. PRESSURE LINE FITTINGS SHALT. BE TYPE 1 -11 SCHEDULE 40, NSF APPROVED. (2) LATERAL NON- PRESSURE PIPE SHALL BE PVC CLASS 200 TYPE 1120 -1220. LATERAL LINE FITTING SHALL BE TYPE 1 -11, SCHEDULE 40, NSF APPROVED. (3) ALL PLASTIC PIPE SHALL BE CONTINUOUSLY AND PERMANENTLY MARKED WITH THE FOLLOWING INFORMATION: MANUFACTURER'S NAME, NOMINAL PIPE, PVC 1120 AND PRESSURE RATING IN PSI. (4) MANUFACURER SHAT MARK DATE OF EXTRUSION ON PIPE. DATING TO BEPERFORMED IN CONJUNCTION WTI'HRECORDS HELD BY MANUFACTURER COVERING QUALITY CONTROL TESTS, RAW MATERIAL BATCH NUMBER, AND OTHER INFORMATION DEEMED NECESSARY BY MANUFACTURER. (5) ALL SOLVENT SHALL BE AS RECOMMENDED BY THE MANUFACTURER OF PIPE FITTING AND AS APPROVED. USE NO SOLVENT FROM CANS WHICH HAVE BEEN OPEND OVERNIGHT. B. FITTINGS (1) PLASTIC FIRING: PVC, TYPE 1, IPS SCHEDULE 40, NSF APPROVED ON ALL PRESSURE LINES.. (2) PVC, TYPE 1, IPS SCHEDULE 40, NSF APPROVED ON Al NON - PRESSURE UNES. (3) COUPLINGS SHALL BE MADE FROM EXTRUDED STOCK, REAMED WITH A TAPER. (4) ALL PLASTIC FITTINGS: A MOLDED FITTING. 8. GALVANIZED STEEL PIPE- SHALL BE SCHEDULE 40 ASTM, A120 -GAT THREADED, COUPLED, AND HOT -DIP GALVANIZED. PIPE FIRINGS SHALL BE HEAVY PATTERN, BANDED, GALVANIZED MALLEABLE IRON. 9. COPPER PIPE- SHAT BE SEAMLESS, TYPE K, HARD DRAWN TUBING. 10. PVC BROWNLINE ALTERNATE IF AFTER SITE INSPECTION, HIE CONTRACTOR PREFERS TO REPLACE PVC LATERALS WITH PVC BROWNUNE LATERALS ON -GRADE (ON CUT SLOPES ONLY). HE SHAT OBTAIN THE WRITTEN APPROVAL OF THE OWNER, THE DESIGNER AND GOVERNING AGENCIES. 11. STANDARD IRRIGATION COMPNENTS A PRESSURE REGULATOR: SHAT BE OF TYPE AND MODEL AS INDICATED IN THE LEGEND ADN SHAT BE INSTALLED AS INDICATED ON DETAILED DRAWINGS. B. ANGLE CONTROL VALVES: SHALL BE OF TYPE AND MODEL AS INDICATED IN THE LEGEND AND SHAT BE INSTALLED AS INDICATED ON DETAILED DRAWINGS. C. CHECK VALVES: SHALL BE THE SPRING ACTION TYPE CAPABLE OF WITHSTANDING A WORKING PRESSURE OF 125 POUNDS PER SQURE INCH. D. VALVE BOXES: ONE PIECE CONCRETE OR PLASTIC WITH CONCRETE OR PLASTIC MARKED WITH "IRRIGATION" PROVIDE BRICK SUPPORTS. ONE UNDER EACH CORNER OF BOX. E. SPRINKLER HEADS: SHALL BE OF TYPE AND MODEL AS INDICATED IN THE LEGEND AND SHALL BE INSTALLED AS INDICATED ON DETAILED DRAWINGS. F. GATE VALVES 2" IN SIZE AND SMALLER: SHALL BE BRASS, SCREWED, 150 LETS W.O.G. WITH HANDWHEEL FOR OPERATION. EACH GATE VALVE SHALL BE HOUSED IN A BOX AS NOTED ON PLANS. G. REMOTE CONTROL VALVES AND AUTOMATIC CONTROLLER: SHALL BE PER MODEL AND TYPE AS INDICATED ON THE DRAWINGS. VALVES SHALL BE WIRED TO CONTROLLER IN SAME NUMERICAL SEQUENCE AS INDICATED ON PLANS. 12. DIRECT BURIAL CONTROL WIRES A ALL CONTROL WIRES SHALL BE 14 GAUGE, SOLID COPPER, 600 VOLT, TYPE UP, CONFORMING TO THE PROJECT STANDARD SPECIFICATIONS AND DRAWINGS, SPECIAL PROVISIONS, AND THE FOLLOWING WIRE COLORS AND INSTALLATION REQUIREMENTS. B. NEUTRAL WIRES: WHITE (#14 AWG). DO NOT TIERCONNECT NEUTRAL WIRES BETWEEN CONTROLLERS. C. PILOT WIRES: ( #14 AWG) D. SPARE WIRES: (/14 AWG) E. VALVE NO. VALVE NO. 1. YELLOW 9:. YELLOW W/ BLACK STRIPE 2. ORANGE 10. ORANGE W/ BLACK STRIPE 3. BLUE 11. RED W/ BLACK STRIPE 4. BLACK 12. WHITE W/ BLACK STRIPE 5. BROWN 13. YELLOW W/ RED STRIPE 6. PURPLE 14. WHITE W/ RED STRIPE 7. YELLOW 15. YELLOW W/ BLACK STRIPE 8. ORANGE 16. ORANGE W/ BLACK STRIPE F. WIRE CONNECTIONS: NEUTRAL, PILOT, AND SPARE WIRES SWILL BE INSTATED WTI'HA TWO FOOT (2') COILED EXCESS WIRE LENGTH AT EACH END ENCLOSURE. EACH AND EVERY WIRE SPLICE SHALL BE SOLDERED (USING 60 -40 SOLDER) TOGETHER, THEN ENCASED IN THE WATERPROFFED EPDXY OF THE "SCOTCH -PAC- OR -PEN -TITS" CONNECTIONS. WIRE SPLICES SHALL BE MADE ONLY IN VALVE OR PULL BOXES. G. TRENCH MARKER: ALL DIRECT BURIAL WIRES SHAT BE MARKED WITH A CONTINUOUS YELLOW COLORED TRENCH MARKER TAPE PLACED NINE INCHES (97 BELOW FINISHED GRADE DIRECTLY ABOVE THE BURIED WIRES. MARCKER TAPE SHALL BE EQUAL TO "AARMA TAPE" AS MANUFACTURED BY PAUL POTTER WARNING TAPE, INC. TAPE SHAT BE FOUR INCHES (4 ") WIDE. H. WIRING SHAT OCCUPY THE SAME TRENCH AND SHALL BE INSTALLED ALONG THE SAME ROUTE AS PRESSUE SUPPLY LINES WHENEVER POSSIBLE. I. CONTROL WIRES SHAT BE BUNDLED WITH ELECTRICAL TAPE AT MAXIMUM FIVE FOOT INTERVALS. 13. EXCAVATION A ALL IRRIGATION PRESSURE LINES SWILL HAVE A MINIMUM SIX INCH CLEARANCE FROM EACH OTHER, ANY LATERAL LINES AND FROM LINES OF OTHER TRADES. PARALLEL LINES SHALL NOT BE INSTALLED DIRECTLY OVER ONE ANOTHER. B. BACKFILL SHAT BE FREE OF DEBRIS OR ORGANIC MATERIAL THAT MAY DAMAGE PIPES OR EQUIPMENT. COMPACT BACKFlLL TO A DRY DENSITY EQUAL TO ADJACENT UNDISTURBED SOIL IN PLANTING AREAS AND TO 90% PAVED AREAS. FINISH GRADE OF BACKFILLED TRENCH SHAT CONFORM TO ADJACENT AREAS. C. PROVIDE MINIMUM COVER OF 18 INCHES FOR Al PRESSURE SUPPLY LINES AND 12 INCHES FOR AL LATERAL NON - PRESSURE LINES. PROVIDE MINIMUM COMVER OF 24 INCHES FOR ALL PIPING UNDER PAVED AREAS. D. IF BACKFILL SETTLEMENT OCCURES AND SDJUSTMENTS IN GRADES, IRRIGATION EQUIPMENT, PLANTING, OR OTHER IMPROVEMENTS ARE NECESSARY, THE CONTRACTOR SHALL MAKE REQUIRED REPAIRS WITHOUT COST TO THE OWNER. E. ALL PIPE UNDER PAVING SHALL BE LOCATED IN A SCHEDULE 40 PVC SLEEVE 2 TIMES AS LARGE AS THE PIPE. 14. TESTING A PRESSURE TEST (1) NO TESTING SHALL TAKE PLACE, NOR SHALL ANY WATER BE ALLOWED INTO ANY SYSTEM, BEFORE THE SOLVENT MANUFACTURERS RECOMMENDED CURING TIME HAS ELAPSED. (2) TEST ALL PRESSURE LINES UNDER HYDROSTATIC PRESSURE OF ONE HUNDRED FIFTY POUNDS PER SQUARE INCH PRIOR TO PLANTING OF ALL PLANTS. (3) SUSTAIN PRESSURE IN UNES FOR NOT LESS THAN ONE HOUR. IF LEAKS DEVELOP, REPAIR LEAKING PORTIONS AND REPEAT TEST UNTIL ENTIRE SYSTEM IS PROVEN WATERTIGHT. (4) TEST SWILL BE OBSERVED ADN APPROVED BY OWNER OR DESIGNER PRIOR TO BACKFILLING TRENCHES. B. COVERAGE TEST (1) WHEN THE CORRECT SPRINKLER INADEQUACIES OF COVERAGCOMPLETED, NLY CONTRACTOR DRAWINGS AND DIRE A COVERAGE TEST NOT PRESENCE CELLOF THE DESIGNER TO DETERMINE IF THE COVERAGE IS COMPLETE AND ADEQUATE. THE CONTRACTOR SHALL BE RESPONSIBLE (2) ADJUST VALVE, ALIGNMENT AND COVERAGE OF ALL SPRINKLERS HEADS. (3) IF IT IS DETERMINED THAT SDJUSTMENTS IN THE IRRIGATION EQUIPMENT WILL PROVIDE PROPER AND MORE ADEQUATE COVERAGE, CONTRACTOR SHALL MAKE Al NECESSARY ADJUSTMENTS TO FINALIZING PROJECT. (4) Al ADJUSTMENTS SHAT BE MADE TO THE SATISFACTION OF THE OWNER. C. WIRE TEST (1) Al WIRING SHALL BE TESTED FOR CONTINUITY, OPEN CIRCUITS, AND UNINTENTIONAL GROUNDS PRIOR TO CONNECTING TO EQUIPMENT. THE MINIMUM INSULATION RESISTANCE TO GROUND SHALL BE FIFTY (50) MEGOHMS. ANY WIRING NOT MEETING THESE REQUIREMENTS SHAT BE REPLACED. (2) IF ADDITIONAL WIRE OR TAPE IS NECESSARY, REPEAT COLOR SEQUENCE FROM BEGINNING. 15. MISCELLANEOUS A CONTROLLERS SHALL BE CLEARLY MARKED WITH LETTER DESIGNATION AS SHOWN ON PLANS (I.E. AB,C, ECT.). B. INSTALL ONE VALVE PER VALVE BOX ONLY. C. ALL QUICK COUPLERS SHALL HAVE YELLOW RING CAPS OR SHALL BE PANTED WITH YELLOW ENAMEL 16. RECORD PLANS (*AS- GUILTS) CONTRACTOR SHALL PROVIDE RECORD PLANS. THE FOLLOWING SHALL BE DIMENSIONED FROM TWO PERMANENT POINTS OF REFERENCE (I.E. BUILDING CORNERS, SIDEWALKS, ETC.). • POINTS OF CONNECTION • GATE VALVES • PRESSURE UNE LOCATION • CONTROLLERS AND CONTROL VALVES (INCLUDING SOURCE OF POWER) • QUICK COUPLERS • ROUTING OF ALL DIRECT BURIAL CONTROL WIRE FOR IRRIGATION • SIZE AND LOCATION OF IRRIGATION CONTROL WIRE CONDUIT 17. ACCESSORIES THE CONTRACTOR SHALL FURNISH THE OWNER THE FOLLOWING MATERIALS UPON COMPLETION OF THE WORK. A A PLASTIC SEALED DIAGRAMMATIC PLAN OF THE IRRIGATION SYSTEM IDENTIFYING STATION NUMBERS AND THEIR RESPECTIVE IRRIGATED AREAS. MOUNT INSIDE EACH CONTROLLER. B. TWO KEYS FOR EACH CONTROLLER ENCLOSURE. C. ALL EQUIPMENT GUARANTEES AND OPERATION MANUALS. 18. PLUMBING PERMIT A SEPARATE PLUMBING PERMIT AND INSPECTION MAY BE REQUIRED FROM THE BUILDING INSPECTION DEPARTMENT FOR THE INSTALLATION OF THE IRRIGATION SYSTEM SHOWN ON THESE DRAWINGS. DATE BENCHMARK IO DESCRIPTION: CALTRANS 3" BRASS DISC MARKED "BD STA 11" LOCATION: THE NORTHEASTERLY SIDE OF THE INTERSTATE 5 AND MACKINNON AVE. OVERPASS. RECORD FROM: ROS - - 18416 SCALE HORIZONTAL: NIA VERTICAL: N/A SPECIAL DISTRICT APPROVAL PLANTING 1. PLANT MATERIALS GENERAL: PROVIDE PLANT MATERIALS THAT ARE TRUE TO SPECIES, VARIETY AND /OR CULTIVAR INDICATED ON THE PLAN MAKING SURE THAT THEY ARE SOUND, HEALTHY, VIGOUROUS, ACCLIMATED PLANTS FREE FROM DEFECTS, DISFIGURING KNOTS, SUN - SCALED INJURIES, ABRASIONS OF THE BARK, PLANT DISEASES AND INSECT EGGS, BORERS AND ALL OTHER FORMS OF INFESTATIONS. PROVIDE MATERIAL THAT HAS NORMAL, WELL - DEVELOPED BRANCH SYSTEMS AND VIGOROUS ROOT SYSTEMS AND THAT IS NURSERY -GROWN STOCK GROWN UNDER THE SAME CLIMATIC CONDITIONS AS THE PROJECT LOCATION. 2. INSPECTIONS NOTIFY LANDSCAPE ARCHITECT AND PROPERTY OWNER WHEN PLANT MATERIAL ARRIVES ON SITE. PLANT MATERIAL MAY BE SUBJECT TO INSPECTION BY LANDSCAPE ARCHITECT AND /OR PROPERTY OWNER AT ANYTIME WHILE BEING STORED ONSITE. 3. TOPSOIL PROVIDE A NATURAL TOP SOIL OF THE REGION, RICH IN ORGANIC MATTER, WITHOUT ANY MATERIAL TOXIC TO PLANT GROWTH AND OF UNIFORM QUALITY. 4. EXCAVATION FOR PLANTING A. PLANTING PITS: EXCAVATE PLANT PITS WITH VERTICAL SIDES AND A CIRCULAR OUTLINE. B. DIG ALL PLANT PITS A MINIMUM OF TWICE THE DIAMETER AND ONLY AS DEEP AS THE CROWN OF THE ROOT BALL. CROWN OF THE ROOTBALL WILL NOT SETTLE TO LESS THAN 1 " C. FILL EACH EXCAVATED PIT WITH WATER AND ALLOW TO FULLY DRAIN BEFORE PLANTING. D. IF WATER DOES NOT FULLY DRAIN FROM A PIT WITHIN 1 HOUR THEN INSTALL A 3" WIDE FRENCH C. DRAIN ON THE DOWNHILL SIDE FROM THE BOTTOM OF THE PIT TO FINISH GRADE. FILL FRENCH DRAIN WITH SANDY, NATIVE SOIL OR 3/4" GRAVEL. 5. SETTING PLANTS A. SET PLANTS PLUMB AND STRAIGHT WITH THE CROWN OF THE ROOT BALL 1 " ABOVE FINISHED GRADE. BACKFILL WITH NATIVE SOIL IF NECESSARY. MAKING SURE TO COMPACT SOIL AT THE BOTTOM OF THE PIT SO THAT THE CROWN OF THE ROOTBALL WILL NOT SETTLE TO LESS THAN 1 " BELOW FINISH GRADE. B. BACKFILL WITH NATIVE SOIL ONCE PLANT IS SET. C. FORM A SHALL`W BASIN AROUND PLANT MAKING SURE THAT WATER WILL DRAIN OUT & OVER THE BASIN BEFORE IT REACHES THE BASE OF ANY MAIN STEMS OF THE PLANT. D. WATER EACH PLANT IMMEDIATELY. 6. MULCHING: IMMEDIATELY AFTER PLANTING OPERATIONS ARE COMPLETED, COVER ALL PLANTER AREAS INDICATED ON THE PLAN WITH A 2" LAYER OF MULCH. MULCH IS NOT TO COME INTO CONTACT WITH THE MAIN STEMS OF THE PLANTS. 7. MAINENANCE A. MAINTAIN ALL PLANTED AREAS DURING THE WARRANTY PERIOD. B. CULTIVATE TREES, SHRUBS, AND GROUND COVERS AND WEED AND WATER WHEN NECESSARY, BUT NOT LESS THAN TWICE A MONTH, TO PREVENT PLANT MATERIAL FROM DYING. REPLACE ANY PLANT MATERIAL WHICH IS FOUND TO BE DEAD OR DYING DURING THE WARRANTY PERIOD TO ORIGINAL SPECIFICATIONS UPON REQUEST. INCLUDE THE FULL COST OF REPLACING DEAD OR DYING PLANT MATERIAL IN THE CONTRACT AMOUNT. NO SEPARATE PAYMENT WILL BE MADE FOR REPLACEMENTS. MAINTAIN PLANT MATERIAL TO BE ALIVE, IN GOOD GROWING CONDITION AND FREE OF WEEDS. 8. WARRANTY A. APPLY THE WARRANTY TO ALL PLANTED AREAS. THE WARRANTY PERIOD WILL COMMENCE AFTER FINAL ACCEPTANCE OF ALL LANDSCAPE WORK BY THE LANDSCAPE ARCHITECT & THE PROPERTY OWNER. PLANS PREP D UNDER SUPERVISION OF DATE: 2 -03 -2016 t ER Y T. SISON R.C.E. NO. 5664 4ME EXP. 08 -31 -2016 B. THE WARRANTY PERIOD WILL BE FOR THE 90 DAYS FOLLOWING FINAL ACCEPTANCE. ENGINEERING DIVISION APPROVALS RECOMMENDED: APPROVED: ^n MASIH MAHER GLENN PRIUM 4 113116 _ %Z12- 0 14 DATE DATE CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT LANDSCAPE & IRRIGATION SPECIFICATIONS FOR: 1725 MACKINNON AVENUE ENCINITAS, CA 92024 PLANNING CASE NO: TPM /CDP 12498 -LS SHEET 6 OF 6 r z W o�c U) ads W W Z Big z0 W0 Q F• U) � oa VW 0 z V 119 Zx- M O W to Q � Z r y v W Z W W zz z= W IL