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2012-11393 G (Plans)RIGHT OF WAY NOTE EROSION CONTROL (CONT.) STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES (CONT.) SITE OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES OWNER N YMCA OF SAN DIEGO COUNTY HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE CIRCUMSTANCES WHICH MAY ARISE. 3708 RUFFIN ROAD Z OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS. UNNECESSARILY, THEY HELP DECREASE EROSION. SAN DIEGO, CA 92123 A 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR (858) 292 -9622 B S g O DRAINAGE NOTE PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL SITE ADDRESS CS GRASSES TO SHIELD AND BIND THE SOIL. NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE 200 SAXONY ROAD TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED INCORPORATED HEREON. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. ENCINITAS, CA 92024 0 cn TO AN APPROVED DRAINAGE FACILITY. APN: 256 - 340- 11 -00, 256 - 340 -29 -00 n ES - ENCINITAS 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. O 21 c BLVD UTILITY NOTE SLOPE AT THE CONCLUSION OF EACH WORK DAY. 15 ON -SITE CONSTRUCTION MATERIAL STORAGE - ^ 3 v ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL ? u> Z WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY H + m GENERAL NOTES (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES 1 KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. OWNER'S CERTIFICATE NORTH 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMPAMP NOTES STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWAIER STORMWATER FLOWS AND STORM DRAIN INLETS. S FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF STOCKPILES SHALL BE COVERED OR ,PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR m K SANTA FE DR. THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS TRAINING ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM DRAIN CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR STABILITY OF THE SITE. VICINITY MAP 2. THE SOILS REPORT TITLED "GEOTECHNICAL INVESTIGATION EXISTING SKATE PARK RENOVATION, 200 SYSTEM. WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE N.T.S. SAXONY DRIVE, ENCINITAS, CALIFORNIA FOR THE MAGDALENA ECKE FAMILY YMCA" PREPARED BY SOUTHERN TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS CALIFORNIA GEOTECHNICAL, INC. DATED OCTOBER 18, 2011, SHALL BE CONSIDERED AS A PART OF THIS 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. �� GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. SPECIFICATIONS CONTAINED IN SAID REPORT. WASTE MANAGEMENT SIGNATURE: / DATE: /As�A. 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP FACILITIES CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. RON LELAKES OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE ASSOCIATE EXECUTIVE DIRECTOR OF FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP /IMP FACILITY SYSTEM IS STRICTLY PROHIBITED. THE MAGDELENA ECKE FAMILY YMCA 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE AND /OR THE TURF /LANDSCAPED AREAS. GRADING. NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. SOILS ENGINEER'S CERTIFICATE 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. I, DANIEL W. NIELSEN A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING OR REPAIRED TO CONDITION 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA OR HAVE BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE EXISTING PRIOR TO GRADING. ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON OCTOBER 18, IT TO AN ADEQUATE IMP /BMP. CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN TO AN SOIL SOIL ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL 6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE ENGINEER OR A LICENSED LAND WITHOUT A PERMIT FROM THE CITY. TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. SURVEYOR. BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE L7- 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. SITE. SIGNED: W. QFiOFES$j- SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL RCE NO �LW. .: 77915 N7F SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL S WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS DATE: EXP. ® r Q� 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE FOR IMPERVIOUS, NON - COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE SURFACES. HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM JOB #. 11G187 -1 N® 77915 NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE SOUTHERN CALIFORNIA GEOTECHNICAL Sj 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION MEETING HAS BEEN AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER g Civi 22885 SAM RANCH PARKWAY, SUITE E HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS IN AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE YORBA LINDA, CA 92887 �CA1a ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE - CONSTRUCTION MEETING SHALL BE DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. (714) 685 -1115 SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. 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 NOTIFICATIONS 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE MAY BE REQUIRED FOR THIS STRUCTURE. DESIGN BEARING CAPACITY WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE SEISMIC: ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES SEISMIC DESIGN CATEGORY "C" AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. SAN DIEGUITO WATER DISTRICT NOTES: EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES SPECTRAL RESPONSE: Ss = 1.419 S1 = 0.807 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S Sds = 0.946 Sd1 = 0.538 GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR CLASSIFICATION: CLASS "D" SOIL D STATING: "THE GRADING UNDER PERMIT STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: BE PROVIDE HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING A. SEWERS - ESD - (760)- 633 -2770 CODE: COMPLY WITH THE 2010 CALIFORNIA BUILDING CODE WHICH ADOPTS THE 2009 IBC NO. 11393 - D PLAN OR AS SHOWN ON THE ATTACHED SUBSTANTIAL PLAN". THIS STATEMENT SHALL BE FOLLOWED 2• REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE B. GAS & ELECTRIC - SDGE - (760)- 438 -6200 SOIL EXPANSION INDEX: 0 BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR C. WATER - SAN DIEGUITO WATER DISTRICT -1 -800- 227 -2600 NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS D. TELEPHONE - SBC BELL - (760)- 489 -3411 EXPANSIVE POTENTIAL: VERY LOW (NON- EXPANSIVE) 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER PROJECT. E. CABLE TV - COX COMMUNICATIONS -(760) - 806 -9809 X -2233 CONCRETE CONSTRUCTION: SPECIAL INSPECTION AND VERIFICATION SHALL BE PROVIDED IN ACCORDANCE HIS DIRECTON HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF 3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. WITH TABLE 1704.4 FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON PHONE: (760) - 633 -2770. STATEMENT OF ENGINEER OF WORK GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760) 633 -2770. ALL WORK THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE ACCEPTABLE FOR THEIR INTENDED USE. PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY -- _ _ FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS IMPERVIOUS AREA AS - g%)vt-T REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT WATER PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. IF FACILITIES DO NOT MEET STANDARDS, IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 32,752 SQFT ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. IMPERVIOUS AREA AFTER CONSTRUCTION: 32,652 SQFT DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DECREASE IN IMPERVIOUS AREA: 100 SQFT DESIGN AND IT 'THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN 5. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES. OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE IMPERVIOUS AREA REPLACED: 32,652 SQFT ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS 6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN LEGAL DESCRIPTION OG SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL DIEGO GAS AND ELECTRIC VAULTS. 7I1sh3 EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN GN DATE OF THE WORK PERFORMED BY THE ENGINEER. COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED PARCEL 3: S LQV WIN q ' ' L-,tI,!��--^ PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. �WVATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. THAT PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 10, TOWNSHIP 13 SOUTH, RANGE 4 SIGNATURE: �llA? DATE: u L9 JZ 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH WEST, SAN BERNARDINO MERIDIAN, IN THE CITY OF ENCINITAS, IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, SAMUEL LAKE McWHORTER SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL 8. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE ACCORDING TO THE OFFICIAL PLAT THEREOF, DESCRIBED AS FOLLOWS: BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, KIMLEY HORN AND ASSOCIATES, INC. NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE BEGINNING AT THE SOUTHEAST CORNER OF SAID SOUTHWEST QUARTER; THENCE ALONG THE SOUTH LINE THEREOF, SOUTH 401 B STREET, SUITE 600 ROFESS/p EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE NO -LEAD BRASS PARTS. 89'49'30" WEST (RECORD NORTH 89'32'26" WEST) 493.86 FEET TO THE EASTERLY LINE OF THE LAND DESCRIBED IN DEED SAN DIEGO, CA 92101 P Nq� REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN TO THE STATE OF CALIFORNIA, RECORDED AUGUST 30, 1962 AS DOCUMENT NO.149821 OF OFFICIAL RECORDS; THENCE (619) 234 -9411 ACCORDANCE WITH THE GRADING ORDINANCE. 9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED ALONG SAID EASTERLY LINE NORTH 18'13'02 "WEST RECORD NORTH 17'34'58" WEST 407.97 FEET TO THE TRUE POINT OF RCE EXPIRES ego J3 WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18. ( WEST) SAMUEL LAKE NcNHOR1ER Z BEGINNING; THENCE PARALLEL WITH SAID SOUTH LINE NORTH 89'49'30" EAST 629.07 FEET TO THE EAST LINE OF SAID � N0. 61788 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER; THENCE NORTHERLY ALONG SAID EAST LINE TO THE NORTHEAST EARTHWORK DATA OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS CORNER OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER; THENCE WESTERLY ALONG THE NORTH LINE THEREOF THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION TO THE EASTERLY LINE OF SAID STATE OF CALIFORNIA LAND; THENCE SOUTHERLY ALONG SAID EASTERLY LINE TO THE STEEPEST EXISTING NATURAL SLOPE ON -SITE = 2 H 1 V DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER ACTIVITIES TRUE POINT OF BEGINNING. MAXIMUM VERTICAL DEPTH OF CUT = 5' JTq C 1 V AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. MAXIMUM VERTICAL DEPTH OF FILL = 1' TF OF CAL \FO`s CONCRETE WASHOUT EXCEPTING THE NORTHERLY 220 FEET OF THE EASTERLY 650 FEET OF SAID SOUTHWEST QUARTER. CUT = 2,076 C.Y. FILL = 485 C.Y. NET CUT: 1,591 C.Y. 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE IMPORT = 0 C.Y. EXCEPTING THEREFROM THAT PORTION LYING WITHIN A STRIP OF LAND 50 FEET IN WIDTH, LYING 25 FEET ON EACH SIDE OF FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, REMEDIAL = 0 C.Y. 0 REMOVAL AND RECOMPACTION UNDER AND 0' OUTSIDE OF BUILDING AREAS PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM THE FOLLOWING DESCRIBED LINE: ( ) PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE LOCATION. BEGINNING AT A POINT ON THE SOUTH LINE OF SAID SOUTHWEST QUARTER DISTANT THEREON SOUTH 89'49'30" WEST 12 PROJECT DESCRIPTION CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF FEET FROM THE SOUTHEAST CORNER OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 10, SHEET INDEX THE PROJECT INVOLVES THE DEMOLITION OF EXISTING VERTICAL SKATEBOARD THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE CONSTRUCTION SITE ACCESS TOWNSHIP 13 SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN; THENCE NORTH 2'57'00" EAST 587.12 FEET; THENCE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND NORTH 1'46'50" EAST, 720.00 FEET; THENCE NORTH 1'46'49" EAST 980.78 FEET; THENCE NORTH 1-04'30-EAST 324.98 1 COVER SHEET RAMPS AND THE INSTALLATION OF NEW SKATE FEATURES. ASSOCIATED 2 DEMOLITION PLAN IMPROVEMENTS INCLUDE TWO STORM WATER SUMP PUMPING SYSTEMS, WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS FEET; THENCE NORTH 2'07'50" EAST 180.00 FEET; THENCE NORTH 2'49'23" EAST 331.09 FEET; THENCE NORTH 2'38'03" BIORETENTION STORM WATER TREATMENT AREAS, AND LANDSCAPE AND TREE REMOVAL. 3" CRUSHED ROCK AND /OR CORRUGATED STEEL PANELS /PLATES. EAST 443.76 FEET; THENCE 2'06'06" EAST 341.08 FEET; THENCE NORTH 2' 33'31" EAST 352.65 FEET; THENCE NORTH 3 GRADING & DRAINAGE PLAN IRRIGATION IMPROVEMENTS. 2.34 FEET TO THE INTERSECTION WITH THE CENTER LINE OF WOODLEY STREET, BEING ENGINEER'S 4 CONSTRUCTION DETAILS 2'46' 25" EAST 94 CONSTRUCTION VEHICLES 5 PUMP DETAILS A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR STATION 61 PLUS 36.78 ON THE CONSTRUCTION LINE OF SAID ROAD SURVEY 700 -1 AND HAVING COORDINATES N EQUALS 6 DRAINAGE DETAILS BMP PROJECT STATUS EROSION CONTROL CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. 328449.430 AN E EQUALS 1,683,128.786 OF CALIFORNIA COORDINATE SYSTEM GRID ZONE 6, ALL AS DESCRIBED IN THE 7 LANDSCAPE PLAN 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT RONALD F. LELAKES JR. AT (760) ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. DEED TO THE COUNTY OF SAN DIEGO, RECORDED MAY 7, 1971, FILE NO. 71- 094657, OFFICIAL RECORDS. 8 IRRIGATION PLAN 942 -9622 EXT. 1208, 24 HOURS A DAY. EROSION CONTROL APN: 256- 340- 20 -00, 256- 340- 30 -00, 256 - 340- 11 -00, AND 256 - 340 -29 -00 9 IRRIGATION DETAILS STANDARD 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT PUBLIC WORKS PLANNING AND BUILDING PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. BONDED FIBER MATRIX. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. 00 THE ENGINEERING INSPECTOR. _ DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION a = IZ JO lY � /�� /D -/L 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND i2� �z At AN a SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. TEMPORARY EROSION CONTROL MEASURES. SIGN ATE SIGN DATE GN ATE S N DATE SIGN DATE CHANGE NO DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGN UP BY: 1 DRAWN BY: 1 CHECKED BY: ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. BEME ST® sal SH7. S G DESCRIPTION: 2.5" BRASS DISC PLANS PREPARED UNDER SUPERVISIO OF REVIEWED BY: COVER SHEET FOR: 5- evmr );ill LOCATION: DRAINAGE BOX IN SAXONY HORIZONTAL: N� DATE: U Z �� 200 SAXONY ROAD ENCINITAS CA 11393 -G PLACE, 200' WEST OF SAXONY ROAD MAGDALENA ECKE YMCA SKATE PARK RECORD FROM: CITY OF ENCINITAS #1026 VERTICAL: N A G_ _/ ► 1 R.C.E. NO.: i( MASIH MAHER, C42519 GREG ELDS ELEVATION: 175.189 �Jrr^ LiLA ��✓� DEPUTY TTY ENGINEER APN: 256- 340 -11- 00/256- 340 -29 -00 DATUM: NAVD88 ENGINEER'S NAME EXP.: D I DATE: I Z/I O /JZ DATE: NING CASE NO: 12 -063, SUBC SHEET 1 OF 9 (z v C> N o� M N N rn� wQ rn I- U � Q i� o 0 z N QoQ ¢N't ZLd Ow N }N rn UJ o J _ v �O• `Ltd N N r� P/L I _ 260.010 N01' 20 42.00 7E APN 2563402900 - - - ZONE: P /SP - APN 2563401100 ZONE: P /SP EX 6' CHAIN LINK FENCE TO REMAIN EX 7' CHAIN LINK FENCE TO REMAIN EX BOWL TO REMAIN EX WATER LINE TO REMAIN EX 10' CHAIN LINK FENCE TO REMAIN EX BOWL TO REMAIN -\ EX INLET TO REMAI, t r f / fr I! f / t L t' r� EX STORM DRAIN TO REMAIN Y L-7 20.0' �J EX SEWER (EASEMENT �I I I � i It I t`I I EXISTING PARKING LOT TO REMAIN jr-A f t 0 - aWATER LIM® w xc x a� wx ^ 1. I �N: 1926. 26' � DRAIN oE' 77� - TO REMAIN LIMIT OF RAM EXISTING HALF DEMOLITON — — PIPE TO REMAIN EXISTING FLOW LINE TO BIORETENTION AREA TO REMAIN 7 11 � f 4 Lips 8 ! '- EX CONCRETE TO REMAIN ' f� �. ��✓�✓ J 1~ INLET TO REMAIN _ EX 7' CHAIN LINK EX 4" STORM FENCE TO REMAIN J E: 1630.7837 DRAIN TO REMAIN ° 1 J 1'O N: 1910.6286 � - EX 12" RCP TO CALTRANS j u - - 0� _ STORM DRAIN TO REMAIN EX TOP OF SLOPE f 6/29 00 -'' EX CONC V -DITCH \-EXISTING VEGETATED S�5' 9 (0).A 80 11 TO REMAIN SLOPE TO REMAIN TO 25 10 l It PAt t ' 3' 39 1290 0 "E' i YMCA OFFICE r►�. Ex Et�� DEMOLITION LEGEND O CONCRETE REMOVAL (INCLUDES CURB & GUTTER, DATE SIDEWALKS, DRIVEWAYS, AND OTHER CONCRETE O2 INLET TO O3 REMAIN f �{ SAWCUT [aCLEARING AND GRUBBING © REMOVE EXISTING STORM DRAIN STRUCTURE O EXISTING VERT. RAMP TO BE REMOVED BY -AS uII- OWNER '9111.(J7 M 3uncC:on gl OREMOVE OVER -VERT EXTENSION FROM EXISTING �N: 1926. 26' � DRAIN oE' 77� - TO REMAIN LIMIT OF RAM EXISTING HALF DEMOLITON — — PIPE TO REMAIN EXISTING FLOW LINE TO BIORETENTION AREA TO REMAIN 7 11 � f 4 Lips 8 ! '- EX CONCRETE TO REMAIN ' f� �. ��✓�✓ J 1~ INLET TO REMAIN _ EX 7' CHAIN LINK EX 4" STORM FENCE TO REMAIN J E: 1630.7837 DRAIN TO REMAIN ° 1 J 1'O N: 1910.6286 � - EX 12" RCP TO CALTRANS j u - - 0� _ STORM DRAIN TO REMAIN EX TOP OF SLOPE f 6/29 00 -'' EX CONC V -DITCH \-EXISTING VEGETATED S�5' 9 (0).A 80 11 TO REMAIN SLOPE TO REMAIN TO 25 10 l It PAt t ' 3' 39 1290 0 "E' i YMCA OFFICE r►�. Ex Et�� DEMOLITION LEGEND O CONCRETE REMOVAL (INCLUDES CURB & GUTTER, DATE SIDEWALKS, DRIVEWAYS, AND OTHER CONCRETE O2 SURFACING IN CONFLICT WITH THE PROPOSED O3 IMPROVEMENTS) CFitCKtU tlr: SAWCUT [aCLEARING AND GRUBBING © REMOVE EXISTING STORM DRAIN STRUCTURE DEMOLITION NOTES O CONTRACTOR SHALL REMOVE AND DISPOSE OF DATE EXISTING SKATE RAMP STRUCTURE O2 REMOVE EX 7' CHAIN LINK FENCE O3 LOWER EXISTING UTILITY CFitCKtU tlr: SAWCUT O REMOVE EXISTING STORM DRAIN © REMOVE EXISTING STORM DRAIN STRUCTURE O EXISTING VERT. RAMP TO BE REMOVED BY -AS uII- OWNER '9111.(J7 REMOVE POOL COPING FROM EXISTING BOWL OREMOVE OVER -VERT EXTENSION FROM EXISTING BOWL. COPING TO REMAIN 10 REMOVE AND REPLACE EXISTING FENCE AS REQUIRED FOR CONSTRUCTION 11 REMOVE AND DISPOSE OF EXISTING CONCRETE CURB Y u / - -- EX INLET _._ TO REMAIN 32 53p 10 P/L �02p g9 EX STORM DRAIN TO REMAIN ' EX HOSE BIB TO REMAIN ,t 1 ' ' EX INLET TO REMAIN RTH GRAPHIC SCALE IN FEET 0 10 20 �- - \NTERSt ATE 5 QROFESS _ LAKE Me* N0. 61788 C� - OF CN-V CHANGE NO DESCRIPTION AP oVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL ut�iUNtu tl7: UKAWN tlY: CFitCKtU tlr: ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. 2 -AS uII- '9111.(J7 DESCRIPTION: 2.5" BRASS DISC LOCATION: DRAINAGE BOX IN SAXONY PLACE, 200 WEST OF SAXONY ROAD RECORD FROM: CITY OF ENCINITAS #1026 ELEVATION: 175.189 DATUM: NAVD88 HORIZONTAL: VERTICAL: N/A PLANS PREPARED UNDER SUPERVISI N OF DATE: �� 29 IL G R.C.E. NO.:` /TQ48 ENGINEER'S NAME EXP.: REVIEWED BY: MASIH MAHER, C42519 G SHIELDS DEPU CITY ENGINEER DATE: 1 7-1101 DATE: Mett.f - DEMOLITION PLAN FOR: 200 SAXONY ROAD, ENCINITAS, CA MAGDALIENA ECKE YMCA SKATE PARK APN::256- 340 -11- 001256- 340 -29 -00 PLANNING CASE NO: 12 -063! SUBC 11393 -G SHEET 2 O 9 S li J 0 N O rcj N N rn HU � Q L� N 0 ui 0 z ul a ¢ Lo 0) z ~� w UJ O N S _ } N rn w m co J _ v � O . Y � d w W U ¢z 60 W F �a wo a Ni rn a 3z �a Z =o K J og Y w° J } U � Z J Q m W J MOO Sao Off= oHm 3 °gym N W O N 4 O s (D i o U N ' Z 0 I Wvi orw L J V za O0 ,ow d 0 a cwo •N _ a az 9-w Li OT a awe �Ng W Y ao> �zm Q wZo g < �a Z ¢ 0 a ° za Eaa oQz a w /z 0 m F7 Y d a L � I N al o 0 ZD ow< W ¢ cn W �Iaw �Nw �0� °w5 Woo ^'0H Na3 Wiz 'w �'m 000 zoo �W N Y ~ � S Z E3o �wz "x¢ � F J W W lom N H a 3w¢ Dm c0' N Oo 0 > a 0 N ro Lj N N to co Iz I I P/L I _ 260.010 N01' 20 42.00 E APN 2563402900 ZONE: P /SP APN 2563401100 ZONE: P /SP EX INLET TO REMAIN INV IN= 164.00 X EX STORM DRAIN TO REMAIN INV = 165.72 INV IN= 162.00 20.0' EX SEWER EASEMENT 11 l / �I X 1 10'x40' CONSTRUCTION STAGING AREA I I INV IN= 161.58 NON -STRUCTURAL CONCRETE FEATURES % 4" TOP DECK CONCRETE SLAB: 2,500 PSI MIN./ NATURAL GRAY, REFER TO STRUCTURAL B1 CALCULATIONS DETAIL #1 ON PAGE 27 6" FLAT - BOTTOM: 2,500 PSI MIN./ NATURAL �3 GRAY. REFER TO STRUCTURAL CALCULATIONS �4 DETAIL #2, #3 ON SHEET 28 & 29 --6° PVC" NON- STRUCTURAL SKATEABLE WOOD FEATURES SLOPE- 5 -3/4* INCHES PORTLAND CEMENT CONCRETE, NO DISCERNIBLE STRUCTURAL CONCRETE FEATURES 6" SHOTCRETE TRANSITION & BANKS: 4,000 '.43 LLYY' 3d€ PSI MIN./ NATURAL GRAY. REFERENCE DETAIL A & B ON SHEET 4 OF 9 IN THE PLANS. ALSO REFERENCE STRUCTURAL CALCULATIONS DETAIL # 1 ON PAGES 2 -19 & DETAIL #2 ON PAGE 20 FILL: BROWN TO ORANGE BROWN FINE SAND, TRACE SILT, SLIGHTLY x v>1 GRIND LEDGES: 2,500 PSI MIN./ NATURAL X X GRAY, REFERENCE DETAIL F & G ON SHEET 4 _. " -,RV PIKE 0 - 1- r0%=SLOPE• OF 9 IN THE PLANS. ALSO REFERENCE DETAIL x, # 4 ON PAGES 30 -36 & 6" PVC DETAIL #6 ON PAGES 37 -38 X FILL- LIGHT BROWN TO BROWN SILTY FINE SAND, TRACE TO LITTLE FINE 7.39 STAIRS: 2,500 PSI MIN./ NATURAL GRAY. 8" PVC REFERENCE DETAIL D ON SHEET 4 OF 9 IN SLOPE PLANS. ALSO REFERENCE STRUCTURAL 47.74 CALCULATIONS DETAIL #9 ON PAGE 45 6" PVC PIPE 0 1.7% SLOPE RETAINING WALLS: 2,500 PSI MIN./ NATURAL 36.98 GRAY. REFERENCE DETAIL E ON SHEET 4 OF 9 6" PVC IN PLANS. ALSO REFERENCE STRUCTURAL SLOPE CALCULATIONS DETAIL 7 ON PAGES 39 -41 17.03 TURNDOWN WALLS: 2,500 PSI MIN./ NATURAL 6" PVC GRAY REFERENCE DETAIL C ON SHEET 4 OF 9 - " IN PLANS. ALSO REFERENCE STRUCTURAL 469:40� CALCULATIONS DETAIL #8 ON PAGES 42 -44 BORING HOLE LOCATIONS/ CLASSIFICATION % 4-3/4* INCHES PORTLAND CEMENT CONCRETE, NO DISCERNIBLE AGGREGATE BASE B1 5 "- 6' FILL: BROWN TO DARK GRAY BROWN SILTY FINE TO MEDIUM SAND, TRACE ASPHALTIC CONCRETE FRAGMENTS, MEDIUM DENSE -MOIST �3 6'- 10' TERRACE DEPOSITS: LIGHT BROWN FINE TO MEDIUM SAND, �4 TRACE SILT, SLIGHTLY CEMENTED, SOME IRON OXIDE STAINING, MEDIUM --6° PVC" DENSE - MOIST. 0 9 FEET, DENSE SLOPE- 5 -3/4* INCHES PORTLAND CEMENT CONCRETE, NO DISCERNIBLE 67.74 AGGREGATE BASE 6" PVC FILL: LIGHT BROWN TO BROWN SILTY FINE TO MEDIUM SAND, TRACE SLOPE FINE GRAVEL, TRACE IRON OXIDE STAINING, MEDIUM DENSE -MOIST B2 FILL: BROWN TO ORANGE BROWN FINE SAND, TRACE SILT, SLIGHTLY MOTTLED, MEDIUM DENSE -MOIST TERRACE DEPOSITS: LIGHT BROWN TO 94-- ORANGE BROWN FINE SAND, SOME IRON OXIDE STAINING, MEDIUM _. " -,RV PIKE 0 - 1- r0%=SLOPE• DENSE TO DENSE -DAMP TO MOIST 42.31 3 3/8* INCHES PORTLAND CEMENT CONCRETE, NO DISCERNIBLE 6" PVC AGGREGATE BASE B3 FILL- LIGHT BROWN TO BROWN SILTY FINE SAND, TRACE TO LITTLE FINE 7.39 GRAVEL, SLIGHTLY MOTTLED, MEDIUM DENSE -MOIST TERRACE 8" PVC DEPOSITS: ORANGE BROWN FINE TO MEDIUM SAND, ABUNDANT IRON SLOPE OXIDE STAINING, MEDIUM DENSE - MOIST. BORING TERMINATED AT 10' NOTE: FOR CONSTRUCTION SPECIFICATIONS REFER TO SPECIFICATIONS BOOK & THE STRUCTURAL CALCULATIONS BOOK FOR ADDITIONAL INFORMATION DRAINAGE LEGEND % 1 0 BIORETENTION AREA PER DETAIL ON SHEET 6. Q INSTALL TYPE B CLEANOUT PER SDRSD SC -01. MODIFY TO INSTALL RIM PER DETAIL A ON NOTE: THESE AREAS ARE NOT TO BE MODIFIED �3 INSTALL AREA DRAIN PER DETAIL ON SHEET 6 �4 WITHOUT A CITY PERMIT. DRAINAGE NOTES % 1 0 ® Q INSTALL TYPE B CLEANOUT PER SDRSD SC -01. MODIFY TO INSTALL RIM PER DETAIL A ON SHEET 6 �3 INSTALL AREA DRAIN PER DETAIL ON SHEET 6 �4 INSTALL SUMP PUMP PER DETAIL ON SHEET 5 NOTE: FORCE MAIN DISTANCE INCLUDES BOTH VERTICAL AND HORIZONTAL DIRECTIONS. SKATE PARK ELEVATION NOTES ELEVATIONS SHOWN WITHIN THE SKATE PARK FEATURES ARE BASED ON A DATUM OF 100.00. SEE THE BUILDING PERMIT SKATE PARK PLANS FOR ADDITIONAL INFORMATION. ME - MATCH EXISTING TL - TOP OF LEDGE TC - TOP OF CURB TR - TOP OF RAIL EROSION CONTROL LEGEND Q1 STORM DRAIN DATA TABLE ® LENQTH BEAFM FOWAMS -49-14-- A 543'25 - 1-5.4.2!x& --6° PVC" PIPE *- 1-.O%m SLOPE- 2 67.74 S68'40'12.96 "E 6" PVC PIPE 0 1.0% SLOPE 94-- . _ " _ _. " -,RV PIKE 0 - 1- r0%=SLOPE• 5 42.31 N6'57'17.24 "W 6" PVC PIPE 0 1.0% SLOPE 6 7.39 N36'12'12.81 "W 8" PVC PIPE 0 2.8% SLOPE 7 47.74 N89'58'27.95 "E 6" PVC PIPE 0 1.7% SLOPE 8 36.98 j N89'58'46.77 "E 6" PVC PIPE 0 2.8% SLOPE 9 17.03 N51'50'55.89 "E 6" PVC PIPE 0 2.2% SLOPE 10 469:40� 66' VARIES 3" SCH 80 PVC FORCE MAIN 11 -f&409 22' VARIES �N -4Z SCH 80 PVC FORCE MAIN NOTE: FORCE MAIN DISTANCE INCLUDES BOTH VERTICAL AND HORIZONTAL DIRECTIONS. SKATE PARK ELEVATION NOTES ELEVATIONS SHOWN WITHIN THE SKATE PARK FEATURES ARE BASED ON A DATUM OF 100.00. SEE THE BUILDING PERMIT SKATE PARK PLANS FOR ADDITIONAL INFORMATION. ME - MATCH EXISTING TL - TOP OF LEDGE TC - TOP OF CURB TR - TOP OF RAIL EROSION CONTROL LEGEND Q1 INSTALL FILTREXX, PER DETAIL B SHEET 4 0 INSTALL INLET PROTECTION, PER DETAIL A SHEET 4 INSTALL INLET PROTECTION, PER DETAIL C SHEET 4 N 016 1, ALL UrATSLAL L.1ALLS ,W rrH riJ PAAK t0 ar_- 36". ALL UA ILLS OVC-A 36" Z:N u L�JTLL ftf_QULl2C< A PAor4rL7'S1Ig &UAlt I9AAl L. t t.4- Cl�1�B_f24NSIT'tow �n i� rci r iv rLiRr�iv� KIM= 1bJ.UU L-/ 4k 20 © -. -_ 598 "9fi° STORM DRAIN TO REMAIN INV IN E =163.9 GRAPHIC SCALE IN FEET sEc Efi s y INV IN S= (163.9) 0 10 20 40 INV OUT W= 163.80 t / P /L� 't �._ 5 Zf It�13 / F IMPROVEMENTS I ,�oQROFESS /py4� �oQROFESSIpyq� F BIORETENCTION AREA SUMMARY ti 2 JAMES ALLAN LANE SAMUEL LAKE McWHOR ?� " NO. 77963 NO. 61788 A REDEVELOPED AREA REQUIRED AREA PROVIDED AREA PRIOR TO THE CONTRACTOR REQUESTING A BUILDING DEPARTMENT FOUNDATION INSPECTION, THE SOILS ENGINEER SHALL ADVISE THE BUILDINGF BIORETENTION AREA 1 6,250 SF 250 SF 270 SF OFFICIAL IN WRITING THAT: C I V \\- �P a). THE UTILITY TRENCHES HAVE BEEN PROPERLY BACKFILLED AND COMPACTED. -- '� BIORETENTION AREA 2 11,600 SF 465 SF 485 SF OF C \F 9TFOF CAI- \F b). THE FOUNDATION EXCAVATIONS COMPLY WITH THE INTENT OF THE SOILS REPORT. _ NOTE: BIORETENTION AREAS ARE SIZED TO TREAT ONLY THE PROPOSED REDEVLOPED AREAS. e 11 CHANGE NO DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. ® 5T® s r t 2 1 1 DESCRIPTION: 2.5" BRASS DISC PLANS PREPARED UNDER SUPERV SIGN OF JEMEWED BY: GRADING & DRAIN AG PLAN OR: AS - SsitiY LOCATION: DRAINAGE BOX IN SAXONY HORIZONTAL: 1" = 20' DATE: / Z. 200 SAXONY ROAD, ENCINITAS, CA PLACE, 200' WEST OF SAXONY ROAD 11393 -G RECORD FROM: CITY OF ENCINITAS #1026 VERTICAL: VA Gf � R.C.E. NOAP TS19 MASIH MAHER, C42519 GR 'HIELDS MAGDALENA ECKE YMCA SKATE PARK ELEVATION: 175.189 DEPUT CITY ENGINEER APN: 256- 340 -11- 00/256- 340 -29 -00 DATUM: NAVD88 ENGINEER'S NAME EXP.; 6 DATE: 12110/1 DATE: IL•ff• /t- PLANNING CASE N0: 12 -063 SUBC ISHEET 3OF9 mj pv M M 0) rn I O M N N 0), W Q FU Q i� 000 V) ``' z Q0Q Q to 0) Zw'�t of w c" O�N I N i m Go :Ea `1q WIRE TIES, (TYP.)J FILTREXX® 8" SOXXTM GRATE INLET PLAN EXCESS SOXXT" MATERIAL TO BE DRAWN IN AND TIED OFF TO 2x2 WOODEN STAKE FILTREXX® 8" SOXXTM SECURE SOXXTM TO GRATE WITH RUBBER TIE DOWNS CATCH BASIN CURBSIDE SECTION NOTES: 1. ALL MATERIAL TO MEET FILTREXX ®SPECIFICATIONS. 2. FILTER MEDIATMFILL TO MEET APPLICATION REQUIREMENTS. 3. COMPOST MATERIAL TO BE DISPERSED ON SITE, AS DETERMINED BY ENGINEER. INLET PROTECTION 4 N.T.S. ALL TRANSITIONS (RADIAL WALLS) AND BANKS (EMBANKMENT WALLS) SHALL BE CUT, SCREEDED AND INSPECTED WITH TEMPLATES CUT TO THE SPECIFIED RADIUS/ ANGLE. CONTRACTOR IS TO SUBMIT SHOP DRAWINGS FOR TEMPLATE SIZE, MATERIAL AND LOCATION TO BE USED FOR APPROVAL BY PROJECT MANAGER AND SKATE PARK DESIGNER. ALL SHOTCRETE TRANSITIONS AND BANKS TO BE POURED AND INSPECTED PRIOR TO ALL CONCRETE FLATWORK. CONTRACTOR 15 TO SUBMIT POUR SCHEDULE BY LOCATION AND SEQUENCE FOR REVIEW BY PROJECT MANAGER AND SKATE PARK DESIGNER. 4" AGGREGATE BASE COURSE. - REINFORCED TOP DECK a -COLD JOINT AT BOND BEAM r i COPING -REFER TO METAL MATERIALS PLAN FOR TYPE & LOCATION. 'V BOND BEAM Ulz i - -- 6" [15.24cm) SHOTCRETE O 1 w O l / TRANSITION WITH 93 REBAR Q� r_ ti I 12" [30.48cm] O.C. BOTH WAYS x } Z W i TYP. tY IT RADIUS VARIES, cn t w a REFER TO SECTIONS w t Cr Wi 7'-6 "MAX W � z I.J 90 % COMPACTED SUBGRADE ow r,�''� �f, r REFER TO GEO- TECHNICAL i '` `..� .,i'y ` • -� REPORT FOR REQUIREMENTS V -6" III i -h:... di TREAD VARIES #5 [ #13] REBAR @ 12" [30.48cm] O.C. REINFORCED TOP DECK --.. -_ _. __ -.- iiu Wo - -- _ --. -- __- -_ -___ _......__...__._ _ ...._.. TYP.REFER ___._ wo a S " ��~ #4 [ #13) X 18" [45.72cm] SMOOTH J/ °z - RADIUS VARIES, DOWEL @ 2' -6" [016m] O.C., GREASE / 3 a REFER TO SECTIONS OR WRAP ONE END - -% ~z , Q 2'-6" O.C., GREASE OR �, r r rai n rs _i t F�� '•"-� 6" X 0.25" STEEL FACE PLATE DETAIL, TYP E OJ E oa o r COLD AT FLATBOTTOM -� REFER TO DETAIL 2 ON DRAWING NO. SP-3.3, - 2" [5.08cm] X 4" [10.16cm] KEYWAY 3j 90% COMPACTED SUBGRADE. COPING - REFER TO MATERIALS m J REPORT FOR SPECIFICATIONS o Y �± Section A [TYP>_concrete bowl section w ° 6M Section A(TYR)- Concrete - bowl J } U F i o J Qm w Z W J I /I• -�' MIN F 30j �a3 U U W W m I 0 N w J 0�< N = w %~ z N 0 NW6 0 L z N O V 0 600 W W a- q< z C � � oz¢ N a� rn z o -� /w0 � U I o rt'W Y coy �z ago vl a yza o z< z a � z ca j -z ZO ,nw� �ma 6Z� aloo 0�= z� 6�a (nWZ Imp ca N Z 3 oinr moo 0 jQ3 > w Z r? 112" EXPANSION JOINT. TYP.- I.J Wes_ Q.C. BOTH WAYS r,�''� �f, 1'S) t z V -6" III i -h:... di TREAD VARIES #5 [ #13] REBAR @ 12" [30.48cm] O.C. REINFORCED TOP DECK --.. -_ _. __ -.- -- - -- _ --. -- __- -_ -___ _......__...__._ _ ...._.. TYP.REFER ___._ OR FLATBOTTOM ''•; S " ��~ 0 a TO PLANS - RADIUS VARIES, #4 X 18" SMOOTH DOWEL (20 32cm] REFER TO SECTIONS cc , Q 2'-6" O.C., GREASE OR �, r r rai n rs _i t F�� '•"-� 6" X 0.25" STEEL FACE PLATE DETAIL, TYP E OJ E oa WRAP ONE END t _, ' r _ . REFER TO DETAIL 2 ON DRAWING NO. SP-3.3, - 2" [5.08cm] X 4" [10.16cm] KEYWAY Cl) I, SAMUEL LAKE McNHORIE m 90% COMPACTED SUBGRADE. COPING - REFER TO MATERIALS REFER TO GEO- TECHNICAL REPORT FOR SPECIFICATIONS SIMILAR TO �± - - - 6M I URNDOWN WALL i w Z I /I• -�' -,, STEEL TROWEL FINISH -e - .._... _.. _... w{ O F r 7 I i -0 " I 12" 12" a d Y' Y I t i J k` k _ I el w IUD O 0 O zoo /wLn Y � sz caw _< CHANGE NO DESCRIPTION AP OVED ox DIET "N ti a w(X ma nm No - N OQ o >�< o_ zoo 1/2" EXPANSION JOINT, TYP. II [1 r - I.J Wes_ �- 4" AGGREGATE BASE COURSE. -- 90% COMPACTED SUBGRADE. REFER TO GEO- TECHNICAL REPORT FOR REQUIREMENTS FILTREXX® 8" SOXXTM DRAIN INLET SECTION ,- REINFORCED TOP DECK r- COLD JOINT AT BOND BEAM BOND BEAM I � = r a 90% COMPACTED SUBGRADE. REFER TO GEO- TECHNICAL REPORT FOR REQUIRED DEPTH 4" AGGREGATE BASE 6" [15.24cm] SHOTCRETE BANK 2" X 2" X 36" WOODEN STAKES PLACED 10' O.C. FILTREXXO SOXXTM OR APPROVED EQUAL 3" �B FILTREXX SOXX 4 N.T.S. WITH #3 REBAR @ 12" [30.48em] 1/2" [12.70mm) E.J. w , Q.C. BOTH WAYS r,�''� �f, 1'S) t z I�1 III III i -h:... di _ #5 [ #13] REBAR @ 12" [30.48cm] O.C. X10 w w Wi r. 7 qtU 10107 U Z W ''`>�x T S " ��~ 0 a ar. - RADIUS VARIES, I (20 32cm] REFER TO SECTIONS cc DOWEL Q 2' -6" [0.76m] D.C., GREASE rai n rs _i t F�� '•"-� �' E OJ E oa E r #4 [ #13] X 18" [45.72cm] SMOOTH DOWEL @ 2' -6" [0.76m] O.C., GREASE OR WRAP ONE END, TYP. COLD JOINT AT FLATBOTTOM- REINFORCED FLATBOTTOM Section B (TYP) _concrete bank section Section 6(TYP)_Concrete - bank z_ IF- b W m(� M �1 I:< EI I[I =1 I €fld[, x i-a rlll 112" [12.70mm] TOOLED RADIUS 1/2" [12.70mm) E.J. [#1310 12' [30.48cm] O C - FINISH GRADE - VARIES SEE GRADING PLAN. r,�''� �f, [22 86cm] ,�I I�1 III III i -h:... di _ #5 [ #13] REBAR @ 12" [30.48cm] O.C. Section E- BOTHWAYS, TYP. STANDARD HOOK Section E Retaining - adjacent deck END IN FOOTING. - , .- WATERPROOFING - S " ��~ ASPHALTIC EMULSION, BACK OF I. I I WALL AND BELOW GRADE u 0 fn (20 32cm] #3 [ #10] X 18" [45.72cm] SMOOTH DOWEL Q 2' -6" [0.76m] D.C., GREASE rai OR WRAP ONE END -VARI- - -- E OJ E oa E r _ . 4 AGGREGATE BASE COURSE _" 2" [5.08cm] X 4" [10.16cm] KEYWAY Cl) I, SAMUEL LAKE McNHORIE m 90% COMPACTED SUBGRADE. COPING - REFER TO MATERIALS REFER TO GEO- TECHNICAL REPORT FOR SPECIFICATIONS U (3)#51#131CONT &(1)#4 .. VGJIVIVGV 01: [#1310 12' [30.48cm] O C [] [Ili, I - -'- [22 86cm] ,�I I�1 III III i -h:... di _ 3" Section E- retaining wall adjacent to deck Section E Retaining - adjacent deck DATE BENCHMARK SCALE DESCRIPTION: 2.5" BRASS DISC LOCATION: DRAINAGE BOX IN SAXONY HORIZONTAL: N/A PLACE, 200' WEST OF SAXONY ROAD RECORD FROM: CITY OF ENCINITAS #1026 VERTICAL: IA ELEVATION: 175.189 DATUM: NAVD88 O. EFLO� C4116 13 , c a o �o bi o� A� FLOW A 8" FILTREXX® SOXX o OR APPROVED EQUAL LJ s" sox " FLOW ,-�� CURB INLET PROTECTION N.T.S. 4" (10.16cm] - - REINFORCED TOP DECK - -_... MIN- II rjc i #4 [ #13] Q 12" [30.48cm) D.C. n BOTH WAYS l - i ]� s % E 112" [12.70mm] EXPANSION JOINT - - -- _1 I ' <�-' #3 [ #t Oj X 12" [45.72cm] SMOOTH DOWEL �' : "I� -_ `�.> `1c "� - - - -` "' REINFORCED 1" [2.54crtt] O.C., GREASE OR WRAP --"'� ,.I]I r - ( _ TOP DECK ONE END. `] 90% COMPACTED SUBGRADE REFER TO GEO- TECHNICAL I''• ` � i[ t REPORT FOR REQUIREMENTS n1J I , - OLLA ( 3 1 - V AGGREGATE BASE COURSE �.n I ` 1 I r -- 1/2" [12.70mmj EXPANSION JOINT 6" 1' -2" L I' [15.24cmj [0.34m]TYP. Section C - typical turndown wall Section C_F'ieteinng - tl.rndown wall VARIES REFER TO DNS (12" [30.48cm] VGJIVIVGV 01: P 1 lInC%Imr-u D 1: W Z LL w w O CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT I�1 III `1 _ 3" PLANS PREPARED UNDER SUPERVISION OF DATE: FLOW A 8" FILTREXX® SOXX o OR APPROVED EQUAL LJ s" sox " FLOW ,-�� CURB INLET PROTECTION N.T.S. 4" (10.16cm] - - REINFORCED TOP DECK - -_... MIN- II rjc i #4 [ #13] Q 12" [30.48cm) D.C. n BOTH WAYS l - i ]� s % E 112" [12.70mm] EXPANSION JOINT - - -- _1 I ' <�-' #3 [ #t Oj X 12" [45.72cm] SMOOTH DOWEL �' : "I� -_ `�.> `1c "� - - - -` "' REINFORCED 1" [2.54crtt] O.C., GREASE OR WRAP --"'� ,.I]I r - ( _ TOP DECK ONE END. `] 90% COMPACTED SUBGRADE REFER TO GEO- TECHNICAL I''• ` � i[ t REPORT FOR REQUIREMENTS n1J I , - OLLA ( 3 1 - V AGGREGATE BASE COURSE �.n I ` 1 I r -- 1/2" [12.70mmj EXPANSION JOINT 6" 1' -2" L I' [15.24cmj [0.34m]TYP. Section C - typical turndown wall Section C_F'ieteinng - tl.rndown wall VARIES REFER TO DNS (12" [30.48cm] VARIES Section F- small grind ledge -Ledge - small TYPICAL SKATE PARK SECTIONS N. T.'. COPING - REFER TO MATERIALS PLAN FOR TYPE & LOCATION. ROWEL FINISH STEEL T I NSH #4 1#13) @ 12" [30.46cm] O.C. BOTH WAYS, TYP. FINISH GRADE REINFORCED TOP DECK OR FLATBOTTOM, REFER TO MATERIALS PLAN FOR TYPE LOCATION. INSTALL 1/2" [12.74mm] EXPANSION JOINT BETWEEN FLATWORK AND LEDGE. CONCRETE FOOTING WITH #4 [ #13] @ 12" (30.48cm] O.C, BOTH WAYS 4" AGGREGATE BASE COURSE 90% COMPACTED SUBGRADE REFER TO GEO- TECHNICAL REPORT FOR REQUIREMENTS 4u SECTION A -A 8" SOXXTM FLOW 8.0 COMPLIANCE WITH REQUIRED INSPECTION PROVISIONS OF THE CONSTRUCTION DOCUMENTS AND THE APPROVED SUBMITTALS SHALL BE VERIFIED PERIODICALLY (Art. 1.5). 8.1 PROVIDE SPECIAL STRUCTURAL INSPECTION AS REQUIRED BY BUILDING CODES FOR THE FOLLOWING ITEMS: 8.1 a.1 VERIFICATION OF FM AND FAAC PRIOR TO CONSTRUCTION EXCEPT WHERE SPECIFICALLY EXEMPTED BY THIS CODE. THIS SHALL BE PERFORMED ON A PERIODIC BASIS (Art. 1.46). 8.1b.1 CONCRETE: DURING THE TAKING OF TEST SPECIMENS & PLACING OF REINFORCED CONCRETE WHERE F'C > 2,500 PSI [17.23MPa], EXCEPT SLABS ON GRADE. CONTINUOUS VERIFICATION OF SLUMP FLOW AND VSI AS DELIVERED TO THE SITE FOR SELF - CONSOLIDATING GROUT (art. 1.56.1.b.3) 8.1c.1 DURING CONSTRUCTION THE INSPECTION PROGRAM SHALL VERIFY: PERIODIC INSPECTION OF SIZE AND LOCATION OF STRUCTURAL ELEMENTS (ART. 3.3F). PERIODIC INPECTION FOR TYPE, SIZE AND LOCATION OF ANCHORS, INCLUDING OTHER DETAILS OF ANCHORAGE OF MASONRY TO STRUCTURAL MEMBERS, FRAMES OR OTHER CONSTRUCTION (SEC. 1.2.2(E), 1.16.1). PERIODIC INPPECTION FOR SPECIFIED SIZE GRADE AND TYPE OF REINFORCEMENT, ANCHOR BOLTS, PRE - STRESSING TENDONS AND ANCHORAGES (SEC. 1.15, ART. 2.4, 3.4). CONTINUOUS INSPECTION IS REQUIRED FOR WELDING OF REINFORCING BARS (SEC. 2.1.9.7.2, 3.3.3.4(6)). PERIODIC INSPECTION FOR PREPARATION, CONSTRUCTION AND PROTECTION OF MASONRY DURING COLD WEATHER (TEMPERATURE BELOW 40 °F) OR HOT WEATHER (TEMPERATURE ABOVE 90 °F) (SEC. 2104.3, 2104.4). CONTINUOUS INSPECTION IS REQUIRED FOR APPLICATION AND MEASUREMENT OF PRE - STRESSING FORCE (ART. 3.66). 8.1.2 BOLTS INSTALLED IN CONCRETE: PERIODIC INSPECTIONS REQUIRED DURING INSTALLATION OF EMBEDDED BOLTS IN CONCRETE AND DURING INSTALLATION OF EXPANSION BOLTS & EPDXY BOLTS / REBAR INTO EXISTING CONCRETE. 8.1.3 REINFORCING STEEL: CONTINUOUS INSPECTION REQUIRED DURING PLACING OF REINFORCING STEEL, FOR ALL CONCRETE REQUIRED TO HAVE SPECIAL INSPECTION BY THE CONCRETE SECTION ABOVE AND PLACING REINFORCING STEEL IN EPDXIED HOLES PER ABOVE. 8.1.4 SHOTCRETE: PERIODIC INSPECTION REQUIRED DURING THE TAKING OF TEST SPECIMENS AND PLACING OF ALL SHOTCRETE. 8.2 SCHEDULING OF SPECIAL STRUCTURAL INSPECTIONS 8.2.1 THE CONTRACTOR SHALL ALLOW A MINIMUM OF 24 HOURS NOTIFICATION FOR THE SCHEDULING VGJIVIVGV 01: P 1 lInC%Imr-u D 1: W Z LL w w O CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT [ `1 O MM M _ w 3" PLANS PREPARED UNDER SUPERVISION OF DATE: 8" w '+- a w t7 O m . A z [7.62cm] M 5� 1_ f� R.C.E. NO.: ENGINEER'S NAME EXP.: ` MASIH MAHER, C42519 GR WELDS DEPOT CITY ENGINEER DATE: , /' ®� I DATE: /L• �/• IL w j ui CLR. TYP. . [20.32cm) u 0 fn (20 32cm] aZ rai Q N -VARI- - -- E OJ E oa E r Q(tOFESS �Fy E _J Cl) I, SAMUEL LAKE McNHORIE m r COPING - REFER TO MATERIALS W W �± 6M i VARIES Section F- small grind ledge -Ledge - small TYPICAL SKATE PARK SECTIONS N. T.'. COPING - REFER TO MATERIALS PLAN FOR TYPE & LOCATION. ROWEL FINISH STEEL T I NSH #4 1#13) @ 12" [30.46cm] O.C. BOTH WAYS, TYP. FINISH GRADE REINFORCED TOP DECK OR FLATBOTTOM, REFER TO MATERIALS PLAN FOR TYPE LOCATION. INSTALL 1/2" [12.74mm] EXPANSION JOINT BETWEEN FLATWORK AND LEDGE. CONCRETE FOOTING WITH #4 [ #13] @ 12" (30.48cm] O.C, BOTH WAYS 4" AGGREGATE BASE COURSE 90% COMPACTED SUBGRADE REFER TO GEO- TECHNICAL REPORT FOR REQUIREMENTS 4u SECTION A -A 8" SOXXTM FLOW 8.0 COMPLIANCE WITH REQUIRED INSPECTION PROVISIONS OF THE CONSTRUCTION DOCUMENTS AND THE APPROVED SUBMITTALS SHALL BE VERIFIED PERIODICALLY (Art. 1.5). 8.1 PROVIDE SPECIAL STRUCTURAL INSPECTION AS REQUIRED BY BUILDING CODES FOR THE FOLLOWING ITEMS: 8.1 a.1 VERIFICATION OF FM AND FAAC PRIOR TO CONSTRUCTION EXCEPT WHERE SPECIFICALLY EXEMPTED BY THIS CODE. THIS SHALL BE PERFORMED ON A PERIODIC BASIS (Art. 1.46). 8.1b.1 CONCRETE: DURING THE TAKING OF TEST SPECIMENS & PLACING OF REINFORCED CONCRETE WHERE F'C > 2,500 PSI [17.23MPa], EXCEPT SLABS ON GRADE. CONTINUOUS VERIFICATION OF SLUMP FLOW AND VSI AS DELIVERED TO THE SITE FOR SELF - CONSOLIDATING GROUT (art. 1.56.1.b.3) 8.1c.1 DURING CONSTRUCTION THE INSPECTION PROGRAM SHALL VERIFY: PERIODIC INSPECTION OF SIZE AND LOCATION OF STRUCTURAL ELEMENTS (ART. 3.3F). PERIODIC INPECTION FOR TYPE, SIZE AND LOCATION OF ANCHORS, INCLUDING OTHER DETAILS OF ANCHORAGE OF MASONRY TO STRUCTURAL MEMBERS, FRAMES OR OTHER CONSTRUCTION (SEC. 1.2.2(E), 1.16.1). PERIODIC INPPECTION FOR SPECIFIED SIZE GRADE AND TYPE OF REINFORCEMENT, ANCHOR BOLTS, PRE - STRESSING TENDONS AND ANCHORAGES (SEC. 1.15, ART. 2.4, 3.4). CONTINUOUS INSPECTION IS REQUIRED FOR WELDING OF REINFORCING BARS (SEC. 2.1.9.7.2, 3.3.3.4(6)). PERIODIC INSPECTION FOR PREPARATION, CONSTRUCTION AND PROTECTION OF MASONRY DURING COLD WEATHER (TEMPERATURE BELOW 40 °F) OR HOT WEATHER (TEMPERATURE ABOVE 90 °F) (SEC. 2104.3, 2104.4). CONTINUOUS INSPECTION IS REQUIRED FOR APPLICATION AND MEASUREMENT OF PRE - STRESSING FORCE (ART. 3.66). 8.1.2 BOLTS INSTALLED IN CONCRETE: PERIODIC INSPECTIONS REQUIRED DURING INSTALLATION OF EMBEDDED BOLTS IN CONCRETE AND DURING INSTALLATION OF EXPANSION BOLTS & EPDXY BOLTS / REBAR INTO EXISTING CONCRETE. 8.1.3 REINFORCING STEEL: CONTINUOUS INSPECTION REQUIRED DURING PLACING OF REINFORCING STEEL, FOR ALL CONCRETE REQUIRED TO HAVE SPECIAL INSPECTION BY THE CONCRETE SECTION ABOVE AND PLACING REINFORCING STEEL IN EPDXIED HOLES PER ABOVE. 8.1.4 SHOTCRETE: PERIODIC INSPECTION REQUIRED DURING THE TAKING OF TEST SPECIMENS AND PLACING OF ALL SHOTCRETE. 8.2 SCHEDULING OF SPECIAL STRUCTURAL INSPECTIONS 8.2.1 THE CONTRACTOR SHALL ALLOW A MINIMUM OF 24 HOURS NOTIFICATION FOR THE SCHEDULING Section G- large grind ledge _Ledge -large 4" AGGREGATE BASE COURSE 90% COMPACTED SUBGRADE REFER TO GEO- TECHNICAL '.. REPORT FOR REQUIREMENTS SPECIAL DISTRICT APPROVAL VGJIVIVGV 01: UR„YYIV D 1: 1 lInC%Imr-u D 1: W WIDE & ABOVE CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT QROFESS /p� `1 o PLANS PREPARED UNDER SUPERVISION OF DATE: 8" [0.91 m] 8„ 5� 1_ f� R.C.E. NO.: ENGINEER'S NAME EXP.: ` MASIH MAHER, C42519 GR WELDS DEPOT CITY ENGINEER DATE: , /' ®� I DATE: /L• �/• IL MAGDALENA ECKE YMCA SKATE PARK APN: 256 - 340 -11- 00/256- 340 -29 -00 PLANNING CASE N0: 12 -063 SUBC U cD a [20.32cm) VARIES (20 32cm] 'eo rai Q N -VARI- - -- - ...- --.. /p� W Of Ow N =j v~) Q(tOFESS �Fy m _J Cl) I, SAMUEL LAKE McNHORIE m Y It CIL COPING - REFER TO MATERIALS " PLAN FOR TYPE & LOCATION. w Z I /I• -�' -,, STEEL TROWEL FINISH O = Y F t-� a w{ O F E 3" ]l . -0 " I 12" 12" a _. _ 30.48cm 30.48cm #4 [ #13) X [ 1 [ 1 a w 1±1 w _ ro c z �, - 17.62cm 1 CLR. TYP. p " 1 @ 12" [30.48cm] O.C. AT TOP, W d q; O `:-' , BOTTOM AND END FACES W p N O Oq ,, ,;;. kt 7 *_.. ^ " < ; • -:. °ir- ...,� ±:... �..`.. -_- FINISH GRADE w� M m m z , ' 3; -- --..j� °_ I ' "� -- #4 [ #13] 12" [30.48cm] O.C. BOTH w o g . , 10 1 t`-- WAYS, TYP. `-- ' " - - -'- REINFORCED TOP DECK OR FLATBOTTOM, REFER TO MATERIALS PLAN FOR TYPE & LOCATION. INSTALL 112" 112.70mm] EXPANSION JOINT BETWEEN FLATWORK AND LEDGE. Section G- large grind ledge _Ledge -large 4" AGGREGATE BASE COURSE 90% COMPACTED SUBGRADE REFER TO GEO- TECHNICAL '.. REPORT FOR REQUIREMENTS SPECIAL DISTRICT APPROVAL VGJIVIVGV 01: UR„YYIV D 1: 1 lInC%Imr-u D 1: ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT QROFESS /p� `1 o PLANS PREPARED UNDER SUPERVISION OF DATE: REVIEWED BY CONS AILS FO 200 SAXONY ROAD, ENCINITAS, CA N N 5� 1_ f� R.C.E. NO.: ENGINEER'S NAME EXP.: ` MASIH MAHER, C42519 GR WELDS DEPOT CITY ENGINEER DATE: , /' ®� I DATE: /L• �/• IL MAGDALENA ECKE YMCA SKATE PARK APN: 256 - 340 -11- 00/256- 340 -29 -00 PLANNING CASE N0: 12 -063 SUBC FOR STRUCTURAL IMPROVEMENTS M M QROFESS /p� `1 o cT h i JAMES ALLAN LANE ?, N N NO 77963 I * * U cD LL �v lF OF CALF 000 o Q N � I d /p� W Of Ow N =j v~) Q(tOFESS �Fy m _J Cl) I, SAMUEL LAKE McNHORIE m Y It CIL r N0. 61788 x * * sT9�C]V\F�/ OF CAIN DRAWING NO. 11393 -G SHEET 40F 9 W wz p N W K Q Q wo mw mo 3r Z 00 3� 0 Y ti w° J } V F 0 QQ W J �N H 3�-o -oSs U m O o ni [< �WM 00 U N o Z , O W L J ~ Z Q °o c 000 aoa o,Z o ' � - N w Z / w O U d K W OWY rnU) �m U M O �Na wz< , 0 zQ 'C Q0 •Lt (/� Z �QQ w /Z0 y W F � � Q W d I w X00 ,ZD w< cn Q �N wz car mz3 0° IWD 000 %a3 wrw �wm ZU z O 0 �W V1 F = Y � zz p3o N w � � J W W ow N H a owo sa N O° Q Z o N z F- o NEW OUTLET CURB MATCH EX SPLASH WALL CURB ELEV EXISTING (TYP) ..: <' "' ? �':. CURB • S.:J / ° i � - • • TC /EG= 168.90 2' I 6' I 2' I / \ N:1772.22, E:1672.92 - PROPOSED-W f 7 T 1 } / 4TOIiivF' f1R7sCEN A —A I FORC4 111 MAIN ~ PUSH P #I NEW OUTLET CURB RELOCATE NEW PLANTER WALL MATCH EX EXISTING I f / CONCRETE ELEV / ELECTRIC PER DETAIL B SHEET (IYP) ; EXISTING 6. TOP OF CURB - -E ROPOS €D- CONCRETE / FLUSH WITH EG E StliAP PUMP ;" _,.__� o"T'B or f I �TORkA 6EI-on Anl►IN I .:.:.2 I 3 2'•... I _ E _. f2OPOSEi� �b ell i f EXISTING ELECTRIC B -B f EX STORM a TO REMAIN / I DRAIN TO EXISTING STORM REMAIN =� SC? /DRAIN TO REMAIN f ' SUMP PUMP EXISTING / I 45' BEND �C CURB #1 OUTLET FENCE - -- SD B 1. Q'I 2.0' TRANS B E jISTING ROLL „R (T�) 4� C RB TO REMAIN C- 520 -2500 �t x _ ~_ '4 R ev _E _ __._ E� _ OUTLET CURB 12” 12" 6" EXISTING ROLL x -_ ;Nt T 3 t' L �� r CURB TO REMAIN " WC T SC EXISTING ROLL !_ _- __ - - -- _.A.': ,:: EXISTING i SAINSTALLXEXPANSIONBJOINDT� x CURB TO REMAIN I� 3r :' GROUND PER SDRSD G -10 (TYP). I e a _ - - - -- - -- - • :.i MATCH EX CURB ELEVATION f f ''�I SAWCUT EXISTING CURB AND / 2.Q �C 6.0 2.0 INSTALL EXPANSION JOINT EXISTING _ 5' TRANSITION ROLLED x '~ CURB CURB CONCRETE °O __ CURB TO PLANTER WALL PER SDRSD G -10 (TYP). T - - - - - -- .__ ~ TC /EG= 168.35 x` MATCH EXISTING TRANS TRANS V#4 MATCH EX CURB ELEVATION BARS AT N:1772.22 EXISTING FENCE 3 FORCE MAIN 18 O.C. -- -- - E: 1662.94 TO REMAIN �~� __ _. NEW PLANTER BACK OF CURB (TYP) OUTLET FL= 170.05 EXISTING FENCE 90' BEND - ,__ TO REMAIN (TYp) 3" OUTLET._ _ / M __ -. ~ WALL PER DETAIL MATCH EX Y4" ABOVE FL / -- - _._ __ _ B SHEET 6 GROUND 3 PVC FORCE MAIN C —C a EXISTING V- DITCH EXISTING V -DITCH / TO REMAIN TO REMAIN REl ®c.ATE {VM! ®vtlaT. MATc.4 GRAPHIC SCALE IN FEET A SUMP PUMP #1 GvA& AL160A&ImT AND B SUMP PUMP #1 OUTLET D SUMP PUMP #2 0 1.5 3 6 5 1" = 3' l[LdVATloN1. 71MIfN161oN9 N.T.S. GRAPHIC SCALE IN FEET As utsvlovsLY SNovJN 1" = 3' ^ 0 1.5 3 6 PUMP SYSTEM #1: LlrrL9 GlAmT I®eN 6lJtl9$ K ®vs,� ►v�+e IW 48" J.D. 61tAT£ 1NL6T,zq" SBNgeN aREcAbr — GONSf� -T4NG TiVt'fJT'J "'Il' TO L4" 1•0• 4AWR *L9 AIs98l ?� 1�12o3td13 •-- 2-- •H -Y•DROMATIC-- SB-3- SDIOOM2 6 �SUBMERSFBLE- RUMP - -S - OR-- AF?@RQV - EQUAL= WIThb OM= �YERT- -NiON�- CLOG- •IMPELL €R,-- GA -S-T -- IRON- GON- STRUCTfON NTH STAINLESS- -ST €EL SHAF•TINPS . .•t•y CBMt ®pENt STAt.1t Wf AND-+MRBWAREn a. GRAtB INLET LIFTING LUGS I O-4P 11 -50- RPM SUBMER-SOL , . OL-Fi- SI"'.GEEp-P;:AS -T-C- FLUSH s ELECTRICAL ---60'-- DIAMTER FIBERGLASS -- BASIN, -OR-- APPROVED--EQLALo, -EXtSTING, FITTING 4" Cl TEE A -T -• VERTICAL- DISC -HRRGE- PIPING- WITWPLUG VAL -VE-S r"N cWWG .....,., EOK- „,YAEVES, 1-- KYDROMATIENOVU- S-DUPL-EX CONTROL -PANEL,- •- OR- APPRGVE•B --EQU Rp (2) 3” Cl 18" MIN -AMP-MAIN DiSCONNEC --F- HOUSED- iN-- A- NEMA- •3R•- f-NCi °GSUR& JUNCTION BOX ELBOWS .= -4 - =EA MECHANICAL- L-EVE -1_- SWI TCHES-WITH-5D-CORD S -AND SFANLESSS, STE - -- INLET DISCHARGE °BRf CIEEi: _ l 4 LINK SEAL SS FLOAT BRACKET 945 GPM + PUMP SYSTEM #2: L,%rrLG 400�07 VC04 SEIL1E5 - BtORETENTI -SRC @R'iL_E_T! S PLEX SYSTEM; 11' -3" WET- WE VARIES -C-ONSISfING ~OF- 4+EW --P_LAN4ER WTLk BY (2) 3" PLUG VALVES v-2 --#i1'DROMATiC -SB4SB20OM2- 6-SUBMERSIBEEAPr: MPS, TOR --APP D- EWAL,- -W4TH- DETAIL-$-S END, PUMP 4400- "GL-OG - 1MPELL E R - CAST IRON- EONS -TRUOTION- -- WFTH-°STAIN LESS-- -STEEL- SHAFTaNG- (2) 3" LEVER /WEIGHTS -. 1150 RPM SU$MERSIBLE MAT9R, 4 PRASE -� TOP VIEW , 3° COMPANION FLANGES c cn•• n Burro 12ERG OR- -BASIN =OR APPROVE6 EQF#AL® E SUMP PUMP #2 vv v .... �.� .vu.v�,� INLET FITTING 4 "- VERTICAL- 9i- SG'^.AP�GE- PIPING -WITH PLU & -VA 6k1 €GK -VAi_ 5- i 3" DISCH. PIPE --- ,- 1'•HYDROMATIGnNOVUS DUPLEX CONTROL P NEL__,OR_„APPuRO �vt� nUA� WIFH -40- 5 N.T.S. . STAINLESS STEEL RAILS AMP- MAIN DFSCONNECT, HOUSED" IN -A NEMA 3R EFOLOSU W. FLOAT SWITCHES EA MESHANICAL -LEVEL SWITCHES WITH 50 C-ORBS -AND S- TAINI=ESS- -STE -EL - FLOAT• v -BRACKET? ' O� SLIDE RAIL BASE � 4-82 -- GPM -O. 12.5! -TDH U) i U) ANTI -FLOAT Tt:E6 Bll G®Ni>�ETi O ELECTRICAL NOTE: z i iN ' CONTRACTOR TO RUN POWER SUPPLY INCLUDING CONDUIT AND ALL WIRING TO PUMP .. a i FROM OWNER APPROVED PANEL. CONTRACTOR IS RESPONSIBLE FOR ALL PANEL �p • Nit ®M S ®�M <' z' of 3/4" CRUSHED ROCK BASE SERVICE UPGRADES REQUIRED FOR PUMP INSTALLATION. PANEL AND PUMP POWER /�" FsTA * ol SUPPLY SHALL BE IN ACCORDANCE WITH NEC AND LOCAL STANDARDS. CONTRACTOR QROFESS, /p I i SHALL INSTALL A HYDROMATIC, OR APPROVED EQUAL, PUMP CONTROL PANEL TO 12" 60" ---) �12" CYCLE PUMP OPERATION AND A LEVEL CONTROL SWITCH. OWNER TO APPROVE r LOCATION OF PANEL. �1 ®REiY�- ". NEyr 'LANTfsI� WAte. SAMUEL LAKE McIMl NO. 61788 A Y Tl�N 2 ►6 ®.f3 ins-IsIG3.10 — PUMP NO. INVERT IN ELEV PUMP ON ELEV PUMP OFF ELEV SUMP ELEV RIM ELEV •SRS+. »t: T�4d �g�� D �ea6�e m� x >S �Tf OF CA1 �F� CI imp PI imp Cp:rT1r1Al��:. SPECIAL DISTRICT APPROVAL + 1 DRAWN BY: 1fi2.63 �8 CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. -2•� 2-j Sloltm pRAlM AEV14IA8 2 ►6 ®.f3 ins-IsIG3.10 — CHANGE NO DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: 1 DRAWN BY: I CHECKED BY: ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. e Sloltm pRAlM AEV14IA8 DESCRIPTION: 2.5" BRASS DISC LOCATION: DRAINAGE BOX IN SAXONY PLACE, 200' WEST OF SAXONY ROAD RECORD FROM: CITY OF ENCINITAS #1026 ELEVATION: 175.189 DATUM: NAVD88 HORIZONTAL: VARIES VERTICAL: PLANS PREPARED UNDER SUPERVISION OF DATE: LI1Z �'� R.C.E. NO.: 181744 ENGINEER'S NAME EXP.: 1161 REVIEWED BY: -� MASIH MAHER, C42519 GRE HIELDS DEPUTY CITY ENGINEER DATE: I s /1 ®/ I DATE: l`L' ��• R. PUMP DETAILS FOR: 200 SAXONY ROAD ENCINITAS CA MAGDALENA ECKE YMCA SKATE PARK APN: 256- 340 -11- 00/256- 340 -29 -00 PLANNING CASE NO: 12 -063 SUBC 11393-G g- dlE9 SHEET 5 OF 9 M M d rn _ I >_ M V N A �Eo 9 C] 'z 5Q rn =� J NJ N C �^ W oco rd RETENTION AREA SHALL BE LEVEL AND DEPRESSED A MINIMUM OF 6" FROM THE SURROUNDING GRADE wo �Z 30 MIL IMPERMEABLE FABRIC BY °w THE LINER COMPANY OR ao APPROVED EQUAL. INSTALL ON ALL SIDES OF BIORETENTION AREA aQ �Q Z UO 3 I r 0 J 0 � Y F Z O zmW ti J } U F- o as W J no � MO w O ra3 �W U m � W J ,dJ Ni i� U ,,z 0 ila OU 0 ioo W -o< Z -Ho "z s- (n Z 0 -U )S} x W ,OM ALLY oy ,gym -wz i20 z a IZO 18" .za =ao ' -¢a i Z z - ,wo _ �a •W s it 3„ loo ........ - - >,wm '.Na Z � SAND BEDDING . ,03 3„ 1NF....... ,ao izz� .a § 12" MIN. ---- (RE) RIM ELEVATION, AS SHOWN _ N.T.S. 3" ii 04 CHECKED BY: ,: CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT om cl� LO TRENCH DETAIL ---ZURN Z415B FLOOR DRAIN WITH c Z 00 -�F .. D57 OUTLET & CUSTOM 8" w E ro [20.32cm] ADJUSTABLE "TYPE Of l B" STAINLESS STEEL STRAINER. > o •• • •- DRAINLINE. TO RAIN DIA. CHANGE NO bi AS REQUIRED, ONLY USE SHORT DESCRIPTION RADIUS ELBOWS FOR TIGHT CLEARANCES 0.5% MIN. AGGREGATE BASE COURSE. SLOPE REFER TO GEOTECHNICAL REPORT FOR 4 REQUIREMENTS COMPACTED TO GEOTECHNICAL REPORT •- REQUIREMENTS RETENTION AREA SHALL BE LEVEL AND DEPRESSED A MINIMUM OF 6" FROM THE SURROUNDING GRADE wo �Z 30 MIL IMPERMEABLE FABRIC BY °w THE LINER COMPANY OR ao APPROVED EQUAL. INSTALL ON ALL SIDES OF BIORETENTION AREA aQ �Q Z UO 3 I r 0 J 0 � Y F Z O zmW ti J } U F- o as W J no � MO w O ra3 �W U m � W J ,dJ Ni i� U ,,z 0 ila OU 0 ioo W -o< Z -Ho "z s- (n Z 0 -U )S} x W ,OM ALLY oy ,gym -wz i20 z a IZO 18" .za =ao ' -¢a i Z z - ,wo _ �a •W s it 3„ loo ........ - - >,wm '.Na Z � SAND BEDDING . ,03 3„ 1NF....... ,ao izz� .a § 12" MIN. ---- (RE) RIM ELEVATION, AS SHOWN _ N.T.S. 3" ON PLANS (FLUSH WITH DRAWN BY: CHECKED BY: CONCRETE) CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT om -'REINFORCED FLATBOTTOM PIPE TRENCH DETAIL ---ZURN Z415B FLOOR DRAIN WITH c Z CAST IRON BODY, BOTTOM -�F JEVIEWED OUTLET & CUSTOM 8" w E ro [20.32cm] ADJUSTABLE "TYPE Of B" STAINLESS STEEL STRAINER. > o ----6" [15.24cm] SDR -35 Jw< `J DRAINLINE. LONG RADIUS ELBOW OR TEE CHANGE NO AS REQUIRED, ONLY USE SHORT DESCRIPTION RADIUS ELBOWS FOR TIGHT CLEARANCES 0.5% MIN. SLOPE (IE) INVERT ELEVATION, AS SHOWN ON PLANS A AREA DRAIN 6 N.T.S. DEEP ROOTED, DENSE, DROUGHT TOLERANT PLANTING SUITABLE FOR WELL DRAINED SOIL. SEE LANDSCAPE PLAN EXISTING CATCH BASIN FLOW LINE PLANTER WALL (TYP) 3" HARDWOOD MULCH •i Ar- 6" M+ IN '.,::•: / /�� /\ 24" MIN. ENGINEERED SOIL 4 _ * SEE NOTE BELOW 3" OF 3/8" GRAVEL / 3" COVER CONCRETE OVER PIPE '.y' 2,500 PSI 3/4" CRUSHED ROCK PLANTER WALL �-- -� TIE 4" PERFORATED PVC--/ LTIE 4" PVC PIPE TO *" PERFORATED PVC PIPE PLACE PIPE WITH PERFORATIONS PIPE INTO CATCH BASIN (AREA #1) STORM DRAIN SYSTEM AT THE INVERT (AREA #2) * BIORETENTION "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 24" 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. OBIORETENTION DETAIL 6 N.T.S. FINISHED GRADE. IN AREAS OUTSIDE OF PROPOSED SKATE PARK IMPROVEMENTS RESTORE SURFACE TO MATCH EXISTING NATIVE BACKFILL AT 90% R/C ;ww _ N.T.S. 3" MIN DRAWN BY: CHECKED BY: ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT om PIPE TRENCH DETAIL PLANS PREPARED UNDER SUPERVISION OF c DRAINAGE DETAILS FOR: -�F JEVIEWED 200 SAXONY ROAD, ENCINITAS, CA N.T.S. :EZ 0 MASIH MAHER, C42519 GREG IELDS MAGDALENA ECKE YMCA SKATE PARK i3W DEPUTY CITY ENGINEER APN: 256- 340 -11- 00/256- 340 -29 -00 Jw< DATE: 17.110 11 Z DATE: ftaff #IZ PLANNING CASE NO: 12 -063 SUBC CHANGE NO DESCRIPTION =ww 0 zo jww ma 1U- 100 Z a �0 TOP OF FABRIC TO BE AT TOP OF INFILTRATION SOIL TRIM LINER TO TOP EDGE OF FLAT BAR. SEAL TOP [///-EDGE OF FLAT BAR 2 "x}Y4" STAINLESS STEEL ANCHOR 12" O.C. y4" ALUMINUM FLAT BAR, 2" WIDE NEW 4" PERFORATED PVC PIPE ® 0.5 %. CONNECT TO NEW 8" STORM DRAIN (TYP) NEW CLEANOUT RIM = 169.00 INV IN E= 163.90 INV IN S= (163.9) INV OUT W= 163.80 PROPOSED BIORETENT10N A PER ETAIL B THIS SHEET. SURFAC L VA11O 168.2 NOTE: BIORETENTION REA HALL B LAT TO ENSURE STORM T R ON JNG INV = 165.08 rte\ \ ADJUST ` i ELECTRICAL 1 CONDUIT „ l e CONNECT NEW PLANTER WALL EXISTING FENCE TO EXISTING VERTICAL CURB TO REMAIN AND MATCH ELEVATION EXISTING VERTICAL J TC= 169.2 CURB TO REMAIN N T831:09_; :1650.84 EXISTING V -DITCH TO REMAIN EXISTING INLET TO REMAIN 16 SF #3 BACKING TOP= (169.0) RIP RAP FL= (168.5) NEW PLANTER WALL THICKNESS I' -- __, _ 8" INV IN= 163.59 PER DETAIL B THIS OVER FILTER INV OUT= (163.0) SHEET. TOP OF CURB FABRIC BY US FLUSH TO EG FABRIC INC OR APPROVED EQUAL ADJUST ELECTRICAL � 6 CONDUIT 16 SF #3 BACKING _gym RIP RAP THICKNESS = 1' INSTALL NEW OVER FILTER PLANTER WALL FABRIC BY US PER DETAIL B FABRIC INC OR THIS SHEET APPROVED EQUAL EXISTING V -DITCH _ TO REMAIN NEW PLANTER WALL. MATCH EXISTING CONCRETE ELEVATION FG =168.2 Yz" EXPANSION JOINT FG =168.2 -RIP RAP EX. CONCRETE TO REMAIN 00 EXISTING FORCE MAINS AND DISCHARGE SPOUT LOCATION TO REMAIN. PROPOSED STORM DRAIN t (EXISTING WATER / LINE TO REMAIN / INSTALL NEW PLANTER WALL PER DETAIL B THIS SHEET. BACK OF / WALL TO MATCH EXISTING CONCRETE LOCATION AND / ELEVATION. INSTALL )�" EXPANSION JOINT PER SDRSD / G -10 ---- E -~ m CONNECT NEW PLANTER CONNECT 4" WALL TO EXISTING / PIPES TO TOP VERTICAL CURB AND OF 8 PIPE MATCH ELEVATION EXISTING STORM DRAIN N" I'903.56, E:1656.19 TO REMAIN,_. INV= 165.08 EXISTING HOSE j Y BIB TO REMAIN / EXISTING INLET TO REMAIN / EXISTING STORM / DRAIN TO REMAIN 1" = 5' TO EX 8" STORM DRAIN IN V= (164.7) rte., BIORETENTION AREA #2 (485 S 6 J, 1 " =5' FL= (168.5) EX. INLET I TEX. REMAIN EXISTING STORM DRAIN TO REMAIN "WS7RUGr G" ComcRErE GaRi3 wtrM py Rg 'SAR b6l"L90 r® EX 1NLE7- rep of cvjf6 ser y" A8 ®Y8 P"41$148P GRADE GRAPHIC SCALE IN FEET NOTE: SEE SHEET 6 FOR BIORETENTION DETAIL AND CROSS SECTION TO REMAIN \-TC= (168.5) EXISTING TOP= (168.6) N:1708.80, E:1669.10 VERTICAL CURB FL= (168.2) TO REMAIN INV OUT= (165.1) CONNECT NEW PLANTER WALL TO EX ISTING VERTICAL CURB AND MATCH ELEVATION TC= (168.5) TURN DOWN WALL F PER DETAIL SHEET 4 EX. FENC TO REMA �FG =167.8 �-FL= (168.2) �I - SKATE PARK 00 D MIL IMPERMEABLE �__�� 4BRIC BY THE LINER BIORETE TAIL COMPANY OR APPROVED BIORETENION AREA PER DETAIL EQUIVALENT AREA PER DETAIL B THIS SHEET EX. INLET EX. VERTICAL B THIS SHEET laZT44% Rif P AT TO REMAIN CURB TO REMAIN LINER ATTACHMENT DETAIL - �� 6 N.T.S. G BIORETENTION AREA #1 c &t L�r H BIORETENTION AREA #2 m, APPROVED DATE BENCHMARK SCALE DESCRIPTION: 2.5" BRASS DISC 2 LOCATION: DRAINAGE BOX IN SAXONY HORIZONTAL: VARIES PLACE, 200' WEST OF SAXONY ROAD RECORD FROM: CITY OF ENCINITAS #1026 VERTICAL: NSA ELEVATION: 175.189 DATUM: NAVD88 gaiLml 6 CROSS SECTION �� 6 CROSS SECTION _ N.T.S. SPECIAL DISTRICT APPROVAL SIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT PLANS PREPARED UNDER SUPERVISION OF BY: DRAINAGE DETAILS FOR: DATE: L1J�• JEVIEWED 200 SAXONY ROAD, ENCINITAS, CA R.C.E. NO.: �Z� MASIH MAHER, C42519 GREG IELDS MAGDALENA ECKE YMCA SKATE PARK .`rrdl DEPUTY CITY ENGINEER APN: 256- 340 -11- 00/256- 340 -29 -00 ENGINEER'S NAME EXP.: 630 DATE: 17.110 11 Z DATE: ftaff #IZ PLANNING CASE NO: 12 -063 SUBC _L LAKE McNHI N0. 61788 ,OF CAO 13 DRAWING NO. 11393 -G SHEET 6 OF 9 C N O N N rn Wv(0 Q Nwz Qoa OZ, ¢Nrn Z ~� Ow N _� I rn w M co J � Y� d s W ° �z o0 w� ao w a fn Na ¢o 3z Fa —z 2 0 00 3 I w 0 J O w � O aw z o ZU� CL M d Z([� EL 0 Q Q W W J F aO C) UFO Z Z J m � w J �M_ NW0 J F-U N,z ,0 0wN 011 C J n00 c °o °o0 ao¢ iZo wiz oz4 N w z O Lw= U d W Ld 00 Y 60 �m <60 (-)M- < na Nz0 °za C Q p V0Z c<< w �-2Fo Nw� OMa a o loo Z ,- O Z s0a l Nw �z c a � rn ow wo3 WD Iwo moo Fno � %a3 Ld oaW JIU� zpoo V) =z p30 w N w z mow w 0� Ntia °w° 2M OLI- N Oo 0 > Q os Zoo PLANT SCHEDULE TREES CODE QTY BOTANICAL NAME/ COMMON NAME CONT CAL SIZE HYDROZONE 0 CER 11 Cards occidentalis / Western Redbud 15 gal 1" per trunk 7' -8' H x 3'-4' W L Full healthy canopy, Single straight trunk GRASSES CODE QTY BOTANICAL NAME /COMMON NAME CONT CHO 21 Chondropetalum tectorum / Cape Rush 5 gal M Full healthy upright form JUN 74 Juncus patens / California Gray Rush 5 gal M Full healthy upright form d s. X l �, 't /7 1 r r � i h / ,n F . 1 I /I I 1 t I �I I; �r I A "A 1 i I jj� NOTES: 1. REFERENCE PLANTING SPECIFICATIONS/ SPECIAL PROVISIONS FOR ADDITIONAL INFORMATION. 2. DOUBLE STAKE ALL TREES #15 (15 GAL.) SIZE AND LARGER. 3. FOR SINGLE STAKED TREES, PLACE STAKE ON WINDWARD SIDE OF TREE. 4. FOR DOUBLE STAKED TREES, PLACE STAKES PERPENDICULAR TO WINDWARD SIDE OF TREE. 5. LOCATE ALL STAKES OUTSIDE OF ROOTBALL. DO NOT DRIVE STAKES INTO ROOTBALL. STAKE SHALL BE DRIVEN MIN. 24" INTO NATIVE SOIL AT BOTTOM OF PLANTING PIT. 6. REMOVE ANYTHING (IE. BURLAP, WIRES, STRAPS, ETC.) THAT COULD GIRDLE TREE OR RESTRICT TREE GROWTH. I x ^0 4" PERFORATED PVC STANDPIPE WITH GRATE CAP AT MULCH LEVEL, WRAPPED IN FILTER FABRIC, EXTEND TO BOTTOM OF PLANTER PIT P LAN TREE TRUNK RUBBER TREE TIES LOOPED IN A "FIGURE W AROUND TREE TRUNK AND STAKE 2" DIA. LODGEPILE STAKE EACH TREE TIE SHALL BE NAILED TO STAKE USING GALVANIZED NAILS TYPICAL TREE PLANTING MINIMUM SECTION Sj CE - NOTES: SPECIFIED TREE ROOT BARRIERS ARE A MECHANICAL BARRIER AND ROOT DEFLECTOR TO { PREVENT TREE ROOTS FROM DAMAGING HARD- SCAPES AND LANDSCAPES. ASSEMBLED IN 2' 'Y ix LONG MODULES TO CREAT VARYING SIZES OF CYLINDERS FOR SURROUNDING ROOT BALLS (SURROUND PLANTING STYLE) OR FOR LINEAR APPLICATIONS DIRECTLY BESIDE A HARDSCAPE 1 `4 ADJACENT TO ONE SIDE OF THE TREES (LINEAR PLANTING STYLE). A. MATERIALS 1. THE CONTRACTOR SHALL FURNISH AND INSTALL TREE ROOT BARRIERS AS SPECIFIED. PA � l THE TREE ROOT BARRIERS SHALL BE PRODUCT # UB 24 -2 AS MANUFACTURED BY DEEP ROOT PARTNERS, L.P. 530 WASHINGTON STREET, SAN FRANCISCO, CA 94111 r (800- 458 - 7668), OR APPROVED EQUAL. THE BARRIER SHALL BE BLACK, INJECTION i MOLDED PANELS, OF 0.085" WALL THICKNESS IN MODULES 24" LONG BY 24" DEEP; MANUFACTURED WITH A MINIMUM 50% POST CONSUMER RECYCLED POLYPROPYLENE PLASTIC WITH ADDED ULTRAVIOLET INHIBITORS; RECYCLABLE. EACH PANEL SHALL HAVE: 1l RTH B. CONSTRUCTION AND INSTALLATION } 1. THE CONTRACTOR SHALL INSTALL THE TREE ROOT BARRIERS WITH THE NUMBER OF PANELS -� AND IN THE MANNER SHOWN ON THE DRAW- INGS. THE VERTICAL ROOT DEFLECTING RIBS GRAPHIC SCALE IN FEET SHALL BE FACING INWARDS TO THE ROOT BALL AND THE TOP OF THE DOUBLE EDGE SHALL P/L 0 10 20 40 BE 1/2" ABOVE GRADE. EACH OF THE REQUIRED NUMBER OF PANELS SHALL BE CONNECTED TO FORM A CIRCLE AROUND THE ROOT BALL OR WHERE SPECIFIED JOINED IN A LINEAR FASHION AND PLACED ALONG THE ADJACENT HARDSCAPE. 2. EXCAVATION AND SOIL PREPARATION SHALL CONFORM TO THE DRAWINGS PLANTING NOTES, 1. CONTRACTOR SHALL REFER TO THE LANDSCAPE PLANTING DETAILS, PLANT LIST, GENERAL NOTES AND ALL CONTRACT DOCUMENTS FOR FURTHER 3. THE TREE ROOT BARRIERS SHALL BE BACKFILLED ON THE OUTSIDE WITH 3/4" TO 1 AND COMPLETE INSTRUCTIONS. 1/2" GRAVEL OR CRUSHED ROCK AS SHOWN ON THE DRAWINGS. NO GRAVEL BACKFILL 2. PLANT LIST QUANTITIES ARE PROVIDED FOR CONVENIENCE. IN THE EVENT OF QUANTITY DISCREPANCIES THE DRAWING SHALL TAKE PRECEDENCE. IS REQUIRED FOR A LINEAR PLANTING ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. 3. ANY SUBSTITUTION IN SIZE AND /OR PLANT MATERIAL MUST BE APPROVED BY THE LANDSCAPE ARCHITECT IN WRITING. ALL PLANTS WILL BE SUBJECT TO APPROVAL BY LANDSCAPE ARCHITECT AND /OR OWNERS REPRESENTATIVE BEFORE PLANTING CAN BEGIN. 4. CONTRACTOR SHALL FIELD ADJUST LOCATION OF PLANT MATERIAL AS NECESSARY TO AVOID DAMAGE TO ALL EXISTING UNDERGROUND UTILITIES AND OR EXISTING ABOVE GROUND ELEMENTS. ALL CHANGES REQUIRED SHALL BE COMPLETED AT THE CONTRACTOR'S EXPENSE AND SHALL BE TREE ROOT BARRIER 2" DIA. LODGEPOLE STAKES AND 4 RUBBER TIES. TOP TREE TIES SHALL BE 6" ABOVE BENDING MOMENT OF TREE. TIES SHOULD PROVIDE FLEXIBILITY OF TRUNK BUT NOT ALLOW RUBBING OF TRUNK AGAINST STAKE CUT STAKE OFF 6" ABOVE TIES. TRUNK / ROOTBALL TO BE CENTERED AND PLUMB /LEVEL IN PLANTING PIT 6" DIA. CLEAR OF MULCH AT TRUNK FLARE 3" MULCH LAYER 4" HIGH BERM, FIRMLY COMPACTED FINISHED GRADE. UNDISTURBED NATIVE SOIL FERTILIZER TABLETS (MAX W DEEP) 9 -1 4" jil PREPARED BACKFILL SCARIFY BOTTOM AND SIDES OF PLANTING PIT SET ROOTBALL ON UNDISTURBED STABLE SUBSOIL SO THAT TOP OF ROOTBALL IS 1 "ABOVE FINISHED GRADE AND TO PREVENT SETTLING. ZIPPER JOINING SYSTEM GRADE rt• o � NTS FRONT TOOF\ BED + + I - + II + II + — +_ + BEST FACE OF SHRUB TO FACE FRONT OF PLANTING BED REFER TO PLANT SCHEDULE AND PLANS FOR SPACING /LAYOUT NOTES: 1. REFERENCE PLANTING SPECIFICATIONS/ SPECIAL PROVISIONS FOR ADDITIONAL INFORMATION, 2. WHEN SHRUBS MASSED WITH GROUNDCOVER BEDS, ENTIRE BED TO BE AMENDED. 3. WHEN SHRUBS ARE USED IN MASSES, PRUNE ALL SHRUBS TO ACHIEVE UNIFORM MASS /HEIGHT -_ DOUBLE TOP EDGE FOR PREVENTION OF ROOT OVER GROWTH 90' ROOT DEFLECTING RIBS INTEGRAL PART OF PANEL PANEL 0.085" (2.16MM) THICK POLYPROPYLENE PATENTED MOLDED GROUND LOCKING ANTI -LIFT PADS (SEE DETAIL "B ") ROUNDED EDGES FOR SAFETY AND STRENGTH TYPICAL SHRUB PLANTING 3" DIA. CLEAR OF MULCH FROM TRUNK PLANT TO BE INSTALLED CENTERED AND PLUMB /LEVEL IN PLANTING PIT 2 -3" MULCH LAYER AS SPECIFIED 4" HIGH BERM, FIRMLY COMPACTED FINISHED GRADE. FERTILIZER TABLETS (MAX 3" DEEP) UNDISTURBED NATIVE SOIL PREPARED BACKFILL SCARIFY BOTTOM AND SIDES OF PLANTING PIT SET ROOTBALL ON UNDISTURBED STABLE SUBSOIL SO THAT TOP OF ROOTBALL IS 1" ABOVE FINISHED GRADE. ANTI —LIFT GROUND LOCK � G 085' DOUBLE TOP EDGE ZIPPER JOINING SYSTEM NTS 0% J O N O ") N N 0) d1 HUB Q v to w z V) ES Q QV) 0) I_ I w d O� N S _ w m co J v i COORDINATED WITH THE OWNER'S REPRESENTATIVE AND THE LANDSCAPE ARCHITECT. 5. 6. ANY DAMAGE OR DISTURBANCE TO THE EXISTING LANDSCAPE AREAS SHALL BE CORRECTED AND COMPLETED AT THE CONTRACTOR'S EXPENSE. WORK SHALL BE COORDINATED WITH THE OWNER'S REPRESENTATIVE AND THE LANDSCAPE ARCHITECT. CONTRACTOR SHALL FAMILIARIZE HIM/HERSELF WITH THE LIMITS OF WORK AND EXISTING CONDITIONS AND VERIFY ALL INFORMATION. IF DISCREPANCIES EXIST, CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE IN WRITING WITHIN SEVEN CALENDAR DAYS OF NOTICE TO PROCEED. NTS �O 5 �PNDSCApF ,6sen Lice q9p Q ege ti� 7. CONTRACTOR IS TO REPAIR EXISTING IRRIGATION LINES NOT SPECIFICALLY CALLED OUT ON LANDSCAPE AND IRRIGATION PLANS FOR REMOVAL. 8. MULCH SHALL BE HARDWOOD AT 3' DEPTH. 9. ALL TREES WITHIN 5' OF HARDSCAPE TO RECEIVE 24" "DEEPROOT" ROOT CONTROL BARRIERS. INSTALL PER TREE ROOT BARRIER DETAIL ON LANDSCAPE DETAILS SHEET. 10. THE LANDSCAPE CONTRACTOR SHALL MAINTAIN PLANTED AREAS BY MEANS OF CONTINUOUS WATERING, PRUNING, I HAVE COMPLIED WITH THE CRITERIA OF THE ORDINANCE AND APPLIED RAISING TREE ROOT BALLS WHICH SETTLE BELOW GRADE, APPLICATION OF SPRAYS WHICH ARE NECESSARY TO KEEP THEM THE PLANTINGS FREE OF INSECTS AND DISEASES, FERTILIZING, WEEDING, MOWING, EDGING AND /OR OTHER OPERATIONS FOR THE EFFICIENT USE OF WATER IN THE LANDSCAPE DESIGN PLAN. Oe NECESSARY NAND PHOLD o I� sTgr 11. ANDSCAPE CONTRACCTOR TOR TAG ALL PLANT MATERIAL A MINIMUM OF 30 DAYS PRIOR TO DATE OF , o^,,, �/�(� ��M�"' INSTALLATION. ALL PLANT MATERIAL SUBSTITUTIONS MADE WITHIN THE 30 DAYS PRIOR TO INSTALLATION TO BE THE NEXT -"V" "'emu^ P OF CAQ1 SIZE LARGER AT NO ADDITIONAL COST TO THE CLIENT. 12. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR AND SHALL MAINTAIN THE LANDSCAPE 90 DAYS PAST FINAL INSPECTION. MICHAEL P. MADSEN, RLA 5798 CHANGE NO DESCRIPTION APP VED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT ING NO. AS - Evig.T ys. 1 DESCRIPTION: 2.5" BRASS DISC LOCATION: DRAINAGE BOX IN SAXONY PLACE, 200' WEST OF SAXONY ROAD RECORD FROM: CITY OF ENCINITAS #1026 ELEVATION: 175.189 DATUM: NAVD88 HORIZONTAL: VERTICAL: IA PLANS PREPARED UNDER SUPERVISION OF DATE: 11 o z, R.C.E. NO.: �It 1+�� ENGINEER'S NAME EXP.: >f0 3 REVIEWED • AA MASIH MAHER, C42519 DATE: ' �''� /I. BY: GR SHIELDS DEPUTY CITY ENGINEER DATE: /L•ff• IL LANDSCAPE PLAN FOR: 200 SAXONY ROAD, ENCINITAS, CA MAGDALENA ECKE YMCA SKATE PARK APN: 256- 340 -11- 00/256- 340 -29 -00 PLANNING CASE N0: 12 -063 SUBC 93 -G rSHEE IOF 9 0% J O N O ") N N 0) d1 HUB Q v to w z V) ES Q QV) 0) I_ I w d O� N S _ w m co J v i W W U Z oN W W w o W N aQ N 3z r- ¢ z UO 3 I 1W OJ w� H Y 3w0 zU� QZJ JZ< J zvw,, 00, W <D�E U a 3 � U N W � � 0< I = � W N , W U ,"0Z O w L J F Z a coo 00M joa EWO °Z¢ 6- om z jy w o 2 V d W W VMM "Y 00 (f) m <WZ U O F �n a Nz¢ °0 za �¢o U InZ caa %zo �^wF pwN a=0 00 a;k'� oz� Yw¢ WN w clwF m � N �3 N U �lnF I ,O >,Z 0Fw w �u� ozo 0 o c w N Y � = Z p3o W N W W U Z "xa W J 1w 10, owo �a N o, N O U N W z � 0 IRRIGATION NOTES: EXISTING CONCRETEk DITCH I 1. THE SYSTEM HAS BEEN DESIGNED TO PROVIDE 100% COVERAGE. ANY CHANGES MADE IN THE LAYOUT DUE TO FIELD CONDITIONS SHALL BE IN ACCORDANCE WITH THESE STANDARDS. QUANTITIES IN SCHEDULE ARE ESTIMATED. PLAN SHALL TAKE PRECEDENCE. 2. ALL IRRIGATION LINES AND VALVES ARE SHOWN DIAGRAMMATICALLY. ALL LINES TO BE INSTALLED IN PLANTING AREAS WHERE POSSIBLE. 3. SEE IRRIGATION DETAILS SHEET FOR INSTALLATION DETAILS. 4. CONTRACTOR TO FIELD LOCATE ALL EXISTING IRRIGATION ATER MAIN LOCATIONS. CONTACT ENGINEER OF WORK PRIOR TO START OF WORK IF DISCREPANCIES BETWEEN THIS PLAN AND EXISTING/AS-BUILT CONDITIONS ARE FOUND. D. LOCATE ALL VALVES A MINIMUM OF 24" FROM BACK OF CURB OR EDGE OF PAVEMENT, UNLESS NOTED OTHERWISE. 6. ALL PRESSURE MAINLINES UNDER PAVEMENT SHALL BE PLACED WITHIN SLEEVES AS NOTED. WHERE ELECTRIC VALVE CONTROL LINES PASS THROUGH A SLEEVE WITH OTHER MAIN OR LATERAL LINES THEY SHALL BE CONTAINED WITHIN A SEPARATE, SMALLER CONDUIT. 7. CONTRACTOR SHALL PROVIDE "AS- BUILT" DRAWINGS OF THE FINAL INSTALLATION TO OWNER AT SUBSTANTIAL COMPLETION BEFORE RECEIVING FINAL PAYMENT. 8. ALL SLEEVES UTILIZED BY THE IRRIGATION CONTRACTOR, WHETHER INSTALLED BY HIM OR NOT, SHALL BE LOCATED ON THE "AS- BUILT" DRAWINGS. THE DEPTH BELOW FINISH GRADE, TO THE NEAREST FOOT OF EACH END OF EACH SLEEVE SHALL BE NOTED AT EACH SLEEVE LOCATION ON THE "AS- BUILT" DRAWINGS. ALL SLEEVES SHALL BE SIZED TWO PIPE SIZES GREATER THAN PIPE IT CARRIES. 9. ALL VALVES SHALL BE INSTALLED IN AN AMETEK PLASTIC VALVE BOX WITH A LOCKING LID AND PLACED IN SHRUB BEDS WHENEVER POSSIBLE.. 10. IRRIGATION CONTRACTOR SHALL SECURE ANY AND ALL NECESSARY PERMITS FOR THE WORK PRIOR TO COMMENCEMENT OF HIS OPERATIONS ON -SITE. COPIES OF THE PERMITS SHALL BE SENT TO THE OWNER /GENERAL CONTRACTOR. WORK IN THE R.O.W. SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF LOCAL AND /OR STATE HIGHWAY JURISDICTION. 11. VERIFY CONTROLLER AND RAIN SENSOR LOCATION AND MAINLINE POINT OF CONNECTION AT PROJECT SITE WITH OWNER. 12. ALL 24 VAC WIRING SHALL BE OF DIRECT BURIAL COPPER WIRE AS FOLLOWS: • CONTROL WIRES - 14 • COMMON WIRES - #12 13. INSTALLATION OF WORK SHALL BE COORDINATED WITH OTHER CONTRACTORS IN SUCH A MANNER AS TO ALLOW FOR A SPEEDY AND ORDERLY COMPLETION OF ALL WORK ON THE SITE. 14. COORDINATE WITH PLANTING PLAN FOR PLANTER BED LOCATIONS AND TREE LOCATIONS. 15. CONTRACTOR SHALL COORDINATE WITH DEVELOPER FOR OPERATING PARAMETERS OF MASTER SYSTEM. THIS DESIGN ASSUMES 65 PSI. IF THE MASTER SYSTEM CANNOT PROVIDE THESE PARAMETERS, CONTRACTOR SHALL MAKE ADJUSTMENTS TO THE DESIGN BY ADDING CONTROL VALVES, A BOOSTER PUMP, OR OTHER EQUIPMENT, AS NECESSARY. CONTRACTOR SHALL SUBMIT DESIGN REVISIONS TO OWNER'S REPRESENTATIVE FOR APPROVAL PRIOR TO SUBMITTING BID. 16. P.O.C.: TIE INTO EXISTING MAINLINE FOR IRRIGATION SERVICE. VERIFY EXACT LOCATION ON -SITE 17. CONTRACTOR SHALL VERIFY LOCATION OF ALL UNDERGROUND UTILITIES AND SERVICES PRIOR TO ANY DIGGING. CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR ALL DAMAGE CAUSED BY FAILURE TO DO SO. 18. CONTRACTOR IS RESPONSIBLE FOR THE IRRIGATION SYSTEM 90 DAYS PAST FINAL INSPECTION. 19. CONTRACTOR SHALL UTILIZE EXISTING CONTROLLER TO OPERATE PROPOSED IRRIGATION ZONES. IF THERE ARE NOT AVAILABLE ZONES ON THE EXISTING CONTROLLER THE CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT IMMEDIATELY. I HAVE COMPLIED WITH THE CRITERIA OF THE ORDINANCE AND APPLIED THEM FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN. 1 MICHAEL P. MADSEN, RLA 5798 I_ �I AND QTY SYSTEM REQUIREMENTS I� P.O.C. SIZE: 2" (AMMO) NATIVE SHRUBS 1 ", 1 -1/4 ", 1 -1/2 ", 2" Brass Electric Remote Control Valve, that is AVAILABLE STATIC P.S.I : 65 PSI (ASSUMED) UHLUKLU LIT: Contamination Proof w /Self - Flushing Filter Screen. Globe PRESSURE READING TAKEN AT: VALVE 16 20.4 GPM TREE BUBBLERS Configuration, Reclaimed Water Compatible, with Pressure Reg. SEASONAL ADJUSTMENT GUIDELINES: SYSTEM PRESSURE LOSS CALCULATION: Niboo T-1 13-K 1 WATER METER N/A P.S.I. BACKFLOW PREVENTER N/A P.S.I. ELEVATION CHANGE N/A P.S.I. POC l 0.15 P.S.I. II, MAIN LINE PIPE 1.55 P.S.I. MASTER VALVE N/A P.S.I. - TOTAL FRICTION LOSS 1.10 P.S.I. PVC Schedule 40 to 1 -1/2 ", PVC Class 315 SDR 13.5 for pipes REQUIRED PRESSURE AT VALVE ,J P.S.I. (TOTAL FRICTION LOSS) +(REQ'D. P.S.I. AT VALVE) 35/02 P.S.I. 5% CUSHION 1.18 P.S.I. Valve Flow SYSTEM REQUIREMENTS: 31.40 P.S.I. 1. THE SYSTEM HAS BEEN DESIGNED TO PROVIDE 100% COVERAGE. ANY CHANGES MADE IN THE LAYOUT DUE TO FIELD CONDITIONS SHALL BE IN ACCORDANCE WITH THESE STANDARDS. QUANTITIES IN SCHEDULE ARE ESTIMATED. PLAN SHALL TAKE PRECEDENCE. 2. ALL IRRIGATION LINES AND VALVES ARE SHOWN DIAGRAMMATICALLY. ALL LINES TO BE INSTALLED IN PLANTING AREAS WHERE POSSIBLE. 3. SEE IRRIGATION DETAILS SHEET FOR INSTALLATION DETAILS. 4. CONTRACTOR TO FIELD LOCATE ALL EXISTING IRRIGATION ATER MAIN LOCATIONS. CONTACT ENGINEER OF WORK PRIOR TO START OF WORK IF DISCREPANCIES BETWEEN THIS PLAN AND EXISTING/AS-BUILT CONDITIONS ARE FOUND. D. LOCATE ALL VALVES A MINIMUM OF 24" FROM BACK OF CURB OR EDGE OF PAVEMENT, UNLESS NOTED OTHERWISE. 6. ALL PRESSURE MAINLINES UNDER PAVEMENT SHALL BE PLACED WITHIN SLEEVES AS NOTED. WHERE ELECTRIC VALVE CONTROL LINES PASS THROUGH A SLEEVE WITH OTHER MAIN OR LATERAL LINES THEY SHALL BE CONTAINED WITHIN A SEPARATE, SMALLER CONDUIT. 7. CONTRACTOR SHALL PROVIDE "AS- BUILT" DRAWINGS OF THE FINAL INSTALLATION TO OWNER AT SUBSTANTIAL COMPLETION BEFORE RECEIVING FINAL PAYMENT. 8. ALL SLEEVES UTILIZED BY THE IRRIGATION CONTRACTOR, WHETHER INSTALLED BY HIM OR NOT, SHALL BE LOCATED ON THE "AS- BUILT" DRAWINGS. THE DEPTH BELOW FINISH GRADE, TO THE NEAREST FOOT OF EACH END OF EACH SLEEVE SHALL BE NOTED AT EACH SLEEVE LOCATION ON THE "AS- BUILT" DRAWINGS. ALL SLEEVES SHALL BE SIZED TWO PIPE SIZES GREATER THAN PIPE IT CARRIES. 9. ALL VALVES SHALL BE INSTALLED IN AN AMETEK PLASTIC VALVE BOX WITH A LOCKING LID AND PLACED IN SHRUB BEDS WHENEVER POSSIBLE.. 10. IRRIGATION CONTRACTOR SHALL SECURE ANY AND ALL NECESSARY PERMITS FOR THE WORK PRIOR TO COMMENCEMENT OF HIS OPERATIONS ON -SITE. COPIES OF THE PERMITS SHALL BE SENT TO THE OWNER /GENERAL CONTRACTOR. WORK IN THE R.O.W. SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF LOCAL AND /OR STATE HIGHWAY JURISDICTION. 11. VERIFY CONTROLLER AND RAIN SENSOR LOCATION AND MAINLINE POINT OF CONNECTION AT PROJECT SITE WITH OWNER. 12. ALL 24 VAC WIRING SHALL BE OF DIRECT BURIAL COPPER WIRE AS FOLLOWS: • CONTROL WIRES - 14 • COMMON WIRES - #12 13. INSTALLATION OF WORK SHALL BE COORDINATED WITH OTHER CONTRACTORS IN SUCH A MANNER AS TO ALLOW FOR A SPEEDY AND ORDERLY COMPLETION OF ALL WORK ON THE SITE. 14. COORDINATE WITH PLANTING PLAN FOR PLANTER BED LOCATIONS AND TREE LOCATIONS. 15. CONTRACTOR SHALL COORDINATE WITH DEVELOPER FOR OPERATING PARAMETERS OF MASTER SYSTEM. THIS DESIGN ASSUMES 65 PSI. IF THE MASTER SYSTEM CANNOT PROVIDE THESE PARAMETERS, CONTRACTOR SHALL MAKE ADJUSTMENTS TO THE DESIGN BY ADDING CONTROL VALVES, A BOOSTER PUMP, OR OTHER EQUIPMENT, AS NECESSARY. CONTRACTOR SHALL SUBMIT DESIGN REVISIONS TO OWNER'S REPRESENTATIVE FOR APPROVAL PRIOR TO SUBMITTING BID. 16. P.O.C.: TIE INTO EXISTING MAINLINE FOR IRRIGATION SERVICE. VERIFY EXACT LOCATION ON -SITE 17. CONTRACTOR SHALL VERIFY LOCATION OF ALL UNDERGROUND UTILITIES AND SERVICES PRIOR TO ANY DIGGING. CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR ALL DAMAGE CAUSED BY FAILURE TO DO SO. 18. CONTRACTOR IS RESPONSIBLE FOR THE IRRIGATION SYSTEM 90 DAYS PAST FINAL INSPECTION. 19. CONTRACTOR SHALL UTILIZE EXISTING CONTROLLER TO OPERATE PROPOSED IRRIGATION ZONES. IF THERE ARE NOT AVAILABLE ZONES ON THE EXISTING CONTROLLER THE CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT IMMEDIATELY. I HAVE COMPLIED WITH THE CRITERIA OF THE ORDINANCE AND APPLIED THEM FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN. 1 MICHAEL P. MADSEN, RLA 5798 I_ �I AND QTY SYSTEM REQUIREMENTS I� P.O.C. SIZE: 2" (AMMO) NATIVE SHRUBS 1 ", 1 -1/4 ", 1 -1/2 ", 2" Brass Electric Remote Control Valve, that is AVAILABLE STATIC P.S.I : 65 PSI (ASSUMED) UHLUKLU LIT: Contamination Proof w /Self - Flushing Filter Screen. Globe PRESSURE READING TAKEN AT: VALVE 16 20.4 GPM 3 r �.t l N 3: = - CONTRACTOR SHALL TIE INTO EXISTING MAINLINE FOR IRRIGATION SERVICE. 1" 2 10.8 1 WATER SOURCE DATA AND QTY SYSTEM REQUIREMENTS Rain Bird EFB- CP- R -PRS -D P.O.C. SIZE: 2" (AMMO) NATIVE SHRUBS 1 ", 1 -1/4 ", 1 -1/2 ", 2" Brass Electric Remote Control Valve, that is AVAILABLE STATIC P.S.I : 65 PSI (ASSUMED) UHLUKLU LIT: Contamination Proof w /Self - Flushing Filter Screen. Globe PRESSURE READING TAKEN AT: VALVE 16 20.4 GPM TREE BUBBLERS Configuration, Reclaimed Water Compatible, with Pressure Reg. SEASONAL ADJUSTMENT GUIDELINES: SYSTEM PRESSURE LOSS CALCULATION: Niboo T-1 13-K 1 WATER METER N/A P.S.I. BACKFLOW PREVENTER N/A P.S.I. ELEVATION CHANGE N/A P.S.I. POC FITTINGS 0.15 P.S.I. II, MAIN LINE PIPE 1.55 P.S.I. MASTER VALVE N/A P.S.I. - TOTAL FRICTION LOSS 1.10 P.S.I. PVC Schedule 40 to 1 -1/2 ", PVC Class 315 SDR 13.5 for pipes REQUIRED PRESSURE AT VALVE 33.92 P.S.I. (TOTAL FRICTION LOSS) +(REQ'D. P.S.I. AT VALVE) 35/02 P.S.I. 5% CUSHION 1.18 P.S.I. Valve Flow SYSTEM REQUIREMENTS: 31.40 P.S.I. IRRIGATION SCHEDULE SYMBOL MANUFACTURER/MODEL /DESCRIPTION QTY PSI A p @ Rain Bird 1800 -16 Series Stream 52 30 Q H F Stream Bubbler on fixed riser, 16 Series with PCS screens, 160 PCS -020 0.2gpm, 16H PCS -040 0.4gpm, 16F PCS -090 0.9gpm, -SLA. Reduce radius as required. Rain Bird RWS -S -B-C 22 30 Supplemental Shrub Root Watering System with 2.0" diameter x 10.0" long semi -rigid mesh tube with snap cap, 112" spiral barb elbow and Rain Bird 1401 0.25 gpm bubbler, with Check Valve. SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY BUBBLERS Rain Bird EFB- CP- R -PRS -D 3 NATIVE SHRUBS 1 ", 1 -1/4 ", 1 -1/2 ", 2" Brass Electric Remote Control Valve, that is 1 UKAWN t3Y: UHLUKLU LIT: Contamination Proof w /Self - Flushing Filter Screen. Globe PROGRAM "B" TREE BUBBLERS Configuration, Reclaimed Water Compatible, with Pressure Reg. SEASONAL ADJUSTMENT GUIDELINES: PROGRAMS 25% JUN 15 - SEP 15 Niboo T-1 13-K 1 115% SEP 15 - DEC: 15 Class 125 bronze gate shut off valve with cross handle, same L WATERING TIMES SHALL BE BETWEEN THE HOURS OF 9 P.M. AND 6 A.M. size as mainline pipe diameter at valve location. Size Range - AND SHOULD BE ADJUSTED TO REFLECT SEASONAL FLUCTUATIONS IN AVERAGE PRECIPITATION. 1 /4" - 3" WATERING TIME /DURATION /FREQUENCY FOR THE FIRST POC MONITORED FREQUENTLY AND ADJUSTED TO MEET THE NEEDS OF THE PLANT MATERIAL AS MATURE ROOT M Point of Connection 2" 1 ESTABLISH INITIAL HEALTHY AND DEEP ROOT GROWTH. Irrigation Lateral Line: Blu -Lock and PVC Class 200 500.0 Lf. - Irrigation Mainline: PVC Schedule 40 and Class 315 79.4 I.f. PVC Schedule 40 to 1 -1/2 ", PVC Class 315 SDR 13.5 for pipes 2" and larger. Valve Callout Valve Number # # = Valve Flow # Valve Size GRAPHIC SCALE IN FEET 0 10 20 40 IRRIGATION SCHEDULING INFORMATION PROGRAM "A" BUBBLERS APPROX. I INCH /MONTH, SCALE NATIVE SHRUBS 18" GOAL ROOT DEPTH 1 UKAWN t3Y: UHLUKLU LIT: APPROX, 2 INCHES /MONTH PROGRAM "B" TREE BUBBLERS 24" GOAL ROOT DEPTH, SEASONAL ADJUSTMENT GUIDELINES: PROGRAMS 25% JUN 15 - SEP 15 A AND B 175% DEC I6 - MAR 14 25% MAR 15 - JUN 14 115% SEP 15 - DEC: 15 NOTES: L WATERING TIMES SHALL BE BETWEEN THE HOURS OF 9 P.M. AND 6 A.M. 2. WATERING REQUIREMENTS ARE APPROXIMATE PER SEASON AND SHOULD BE ADJUSTED TO REFLECT SEASONAL FLUCTUATIONS IN AVERAGE PRECIPITATION. 3. "IRRIGATION SCHEDULING INFORMATION" IS TO BE USED FOR WATERING TIME /DURATION /FREQUENCY FOR THE FIRST THREE YEARS, HOWEVER THE SYSTEM SHOULD BE MONITORED FREQUENTLY AND ADJUSTED TO MEET THE NEEDS OF THE PLANT MATERIAL AS MATURE ROOT SYSTEMS DEVELOP. 4. ALL PLANTS TO RECEIVE APPROPRIATE ADDITIONAL " WATERING DURING INSTALLATION PERIOD IN ORDER TO ESTABLISH INITIAL HEALTHY AND DEEP ROOT GROWTH. STATE OF CALIF. ESTIMATED WATER USE (BY HYDROZONE) TOTAL WATER USE IS CALCULATED BY SUMMING THE AMOUNT OF WATER ESTIMATED FOR EACH HYDROZONE. WATER USE FOR EACH HYDROZONE IS ESTIMATED WITH THE FOLLOWING FORMULA; EWU (HYDROZONE) _ (ETO) (PF) (HA) (.62) (IE) WHERE: EWU (HYDROZONE) = ESTIMATED WATER USE (GAL /YR.) ETO It REFERENCE EVAPOTRANSPIRATION (INCHES /YR.) PF = PLANT ETO ADJUSTMENT FACTOR HA = HYDROZONE AREA (S.R) .62 = CONVERSION FACTOR IE It IRRIGATION EFFICIENCY NO EFFECTIVE PRECIPITATION IS ASSUMED IN THESE ESTIMATES. REFERENCE EVAPOTRANSPIRATION (ETO) FOR THIS PROJECT IS 48.1" HYDROZONE A (BUBBLERS NATIVE SHRUBS) PF = 0.2 (ETO) (PF) (HA) (.62) HA = -169 EWU (L) = l) _ 5,396 GAL /YR. IE = .85 HYDROZONE B (BUBBLERS) PF = 0.4 EWU lL) _ (ETO) (PF) (HA) (.62) HA = (25 S.F. x 9 TREES) 225 OE) = 3,158 GAL /YR. IE = .85 ESTIMATED TOTAL WATER USE = 6,554 GAL /YR. MAXIMUM APPLIED WATER ALLOWANCE: (ETO) (ET ADJUSTMENT FACTOR) (LANDSCAPE AREA) (CONVERSION FACTOR) = M.A.W.A. (48.1) (1) (994) (,62) = 20,150 GAL /YR. ESTIMATED WATER USE IS 4196 OF M.A.W.A. CHANGE NO. DESCRIPTION APPIPYED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL L&NUNLU BY: 1 UKAWN t3Y: UHLUKLU LIT: ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. 2 Ab- OviL-T IS DESCRIPTION: 2.5" BRASS DISC LOCATION: DRAINAGE BOX IN SAXONY PLACE, 200' WEST OF SAXONY ROAD RECORD FROM: CITY OF ENCINITAS #1026 ELEVATION: 175.189 DATUM: NAVD88 HORIZONTAL: VERTICAL: � PLANS PREPARED UNDER SUPERVISION OF DATE: If�Z,�L _ 1 . R.C.E. NO.: 6� ENGINEER'S NAME EXP.: 001M M EVIEWED BY: �j�� -�G�r MASIH MAHER, C42519 GRE HIELDS DEPUTY CITY ENGINEER DATE:. 1 oil DATE: agftmZ IRRIGATION PLAN FOR: 200 SAXONY ROAD, ENCINITAS CA MAGDALENA ECKE YMCA SKATE PARK APN: 256- 340 -11- 00/256- 340 -29 -00 PLANNING CASE NO: 12 -063+ SUBC 11393 -G ISHEET 8 OF 9 ow i J J O ri rn 0, Ld N N F U Q v U O 00n In W z Na Ei a QN0) F I w d- w r7 _f� N } m °' L m io J _ v � O . Y� CL w w U �z o wF as wo a � a �Q -z 00 � I Y I W J JCL � � z Y two J J } Q p J wzm oaa J 0 0 , 0 O 0 <w ate? C9a3 �m cf)S^ N o Z 0 O >w s V za X00 O 0 w -w0 IL 0 a E w p °za N- Nwz o -w YL2o `o >r d K W W J �V)g 4 Y 00> n z m awz a mom na NZp U a z .Cap UVIZ w z /w p ow F= �xa CLw '100 wm ,ZD Ywa nwz m a, �m m co3 O In D N 0 x Fn z Fn Q3 > wi z z Iw UD IUD zoo C/) Ln �x Y � 2 z 6 0 3 w N w U " �wz xa w J 1 w w 0 x NHd °w& ma "o, N 00Z O Z mw F0 STREAM BUBBLER O1 PLASTIC NOZZLE: RAIN BIRD 1800 SERIES OPLASTIC SHRUB ADAPTER: RAIN BIRD MODEL PA -8S ( PLANT MATERIAL O4 FINISH GRADE /TOP OF MULCH O5 UV RADIATION RESISTANT PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) O6 PVC SCH 40 ELL 7O PVC SCH 40 STREET ELL O8 PVC SCH 40 TEE OR ELL 9O PVC LATERAL PIPE 16 GAGE SHALL BE THE MINIMUM WIRE SIZE. TIE A LOOSE 20" LOOP IN ALL WIRING AT CHANGES OF DIRECTION GREATER THAN 30 UNTIE ALL LOOPS AFTER CONNECTIONS HAVE BEEN MADE. NTS TAPE AND BUNDLE 24 VOLT WIRING AT 10' INTERVALS LATERAL CONTROL WIRE5 MAIN SUPPLY O O O O O O 0 O FINISH GRADE /TOP OF MULCH ROOT WATERING SERIES: RAIN BIRD RWS SERIES (1 OF 2 SHOWN, MORE POSSIBLE) SWING ASSEMBLY (INCLUDED) (1 OF 2 SHOWN, MORE POSSIBLE) 1/2—INCH MALE NPT INLET (INCLUDED) (1 OF 2 SHOWN, MORE POSSIBLE) d PVC SCH 40 TEE OR EL (1 OF 2 SHOWN, MORE POSSIBLE) J PVC OR POLYETHYLENE LATERAL PIPE a OPTIONAL RWS SAND FOR SANDY SOILS MORE POSSIBLE) PLANT ROOT BALL SOCK (RWS —SOCK) (1 OF 2 SHOWN, NOTES: PVC SCH 40 1. POSITION 2 -3 UNITS (OR MORE) EVENLY SPACED AROUND PLANT. FOR NEW TREES PLACE NEAR ROOT BALL. FOR EXISTING TREES PLACE PVC HALF THE DISTANCE BETWEEN CANOPY EDGE AND TREE TRUNK. 15 2. INSTALL PRODUCT WITH TOP EVEN WITH GROUND SURFACE. PIPE 3. RWS SERIES AVAILABLE IN THE FOLLOWING MODELS: MINIMUM DEPTH OF 3/4 —INCH RWS (NO BUBBLER /EMITTER INCLUDED) RWS —B —C -1401 (0.25 GPM, CHECK VALVE) RWS —B -1401 (0.25 GPM) RWS —B —X -1401 (0.25 GPM, 18" SWING ASSEMBLY) RWS —B —C -1402 (0.5 GPM, CHECK VALVE) RWS —B -1402 (0.5 GPM) RWS —B —C -1404 (1.0 GPM, CHECK VALVE) RWS —B —C -1408 (2.0 GPM, CHECK VALVE) 4. WHEN INSTALLING IN EXTREMELY HARD OR CLAY SOILS, ADD 3/4" GRAVEL UNDER AND AROUND THE UNIT TO ALLOW FASTER WATER INFILTRATION AND ROOT PENETRATION. 5. ONCE RWS HAS BEEN INSTALLED FILL THE BASKET WITH PEA GRAVEL BEFORE LOCKING LID. ROOT WATERING SYSTEM NOTES: BACKFILL MATERIAL SHALL BE FREE FROM ROCKS OR HEAVY UNSUITABLE SUBSTANCES WHICH COULD DAMAGE THE PIPE OR CREATE UNUSUAL SETTLING PROBLEMS. BACKFILLING SHALL BE DONE IN 6 INCH LAYERS AND TAMPED DOWN AFTER EACH LAYER IS PUT BACK TO PREVENT EXCESSIVE SETTLING. MAINLINE, LATERAL, AND WIRING NTS POURED IN -PLACE CONCRETE, 120 LBS. MINIMUM, TYPICAL. 45 DEG. ELBOW. PLAN VIEW TEE 90 DEG. ELBOW. "" HED GRADE. I I— III — III — III —III III I -I 11 =1 11 =1 11 =1 I I— III —I I I -� i I -1 11 =1 11 =1 11 =1 11- 1I- END OF LINE. SECTION VIEW THRUST BLOCKING CAPPED LINE. NTS REMOTE CONTROL VALVE NTS O30 —INCH LINEAR LENGTH OF WIRE COILED �2 WATERPROOF CONNECTION RAIN BIRD SPLICE -1 (1 OF 2) (3 )ID TAG: RAIN BIRD VID SERIES O4 VALVE BOX WITH COVER: RAIN BIRD VB —STD 5O FINISH GRADE /TOP OF MULCH 6O REMOTE CONTROL VALVE: RAIN BIRD EFB —CP —PRS —D WITH NP —HAN O7 PVC SCH 80 NIPPLE (CLOSE) O8 PVC SCH 40 ELL O9 PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) 10 BRICK (1 OF 4) 11 PVC MAINLINE PIPE 12 SCH 80 NIPPLE (2 —INCH LENGTH, HIDDEN) AND SCH 40 ELL 13 PVC SCH 40 TEE OR ELL 14 PVC SCH 40 MALE ADAPTER 15 PVC LATERAL PIPE @3.0—INCH MINIMUM DEPTH OF 3/4 —INCH WASHED GRAVEL NTS CHANGE NO DESCRIPTION APP ED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL "t'wNtU t9T: i UKAWN t5T: i l NLUKtU UT: ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: 2.5" BRASS DISC PLANS PREPARED UNDER SUPERVISION OF VIEWED BY: IRRIGATION DETAILS FOR: LOCATION: DRAINAGE BOX IN SAXONY HORIZONTAL: DATE: (zLL 200 SAXONY ROAD, ENCINITAS, CA PLACE, 200' WEST OF SAXONY ROAD MAGDALENA ECKE YMCA SKATE PARK 11393 -G RECORD FROM: CITY OF ENCINITAS #1026 VERTICAL: R.C.E. NO.: 61744 MASIH MAHER, C42519 G SHIELDS ELEVATION: 175.189 �� DEPU CITY ENGINEER APN: 256- 340 -11- 001256- 340 -29 -00 DATUM: NAVU88 ENGINEERS NAME EXP.: b io DATE: I ®! I I� DATE: fL• II • l i PLANNING CASE NO: 12 -063 SUBC SHEET 9 OF 9 M 0) rn I O r� N N V) < FU� Q NwZ Q0 Q Q N O Z ~ d- W O N } N � Wm t0 J � O . Y d d