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2019-14203-G (Plans)48 IN THE DRAINAGE NOTE NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY UNES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACLITY. UTLITY NOTE ALL UIUTIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND GENERAL NOTES 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBUC RIGHT -OF -WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REWIRED TO PROTECT ADJACENT PROPERTIES WRING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR M GRADING. 6. THE DISTRICT OR CONTRACTOR SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABUSHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. d GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2T MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS DF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOUDAYS. THE GRADING PERMIT BUT PRIOR TO FINAL GRADING AN 'AS GRADED CERWICAION' SHALL BE PROVIDED 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDNG OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE STE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. EROSION CONTROL 1. N CASE EMERGENCY WON( IS REWIRED, CONTACT JILL VINSON, AT 1- 760 -632 -5892, 24 HOURS A DAY. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL LIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15 . ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON STE ON OCTOBER 1 AT CONVENIENT LOCAL S TO FACIITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REWIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE T ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. B. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WOWING DAY WHEN THE FIVE (5T DAY RAIN PROBABUTY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL 9E REMOVED AFTER EACH RANFALL STMOIWMIATER POLLUTION CONTROL POSE OONTIFUCTION BWIWP NOTES 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET All INTO THE PUBLIC STORM DRAIN SYSTEM. 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. 3. ALL IMPERVIOUS AREAS WITHIN THE STE SHALL DRAIN TO APPROVED BMIJ FACILITIES AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GRWNDCOVER PRIOR TO DISCHARGE FROM THE SITE ALL IMPERVIOUS ARE S MUST SLOPE TOWARD THE APPROVED BMP /IMP FACIUTY Al THE 4. NO DRAINS SHALL BE INSTALLED IN HRDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP/BMP. 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP/BMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TD COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE WP/BMP. 6. ALL STORMWATER IMP/BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALIERED WITHOUT A PERMIT FROM THE CITY. 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. I ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON- CUMBUSABIE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA THE BERM CAN BE CONSTRUCTED WIDE AND MT TO ALLOW ROLLING O THE DUMPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED THROUGH A CITY- APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBUC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REWIRED FOR THIS STRUCTURE. SAN DIEGUITO WATER DISTRICT NOTES 1. WATER MAINS LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). 2. REVIEW OF THIS PLAN BY SAN DIEGUM WATER DISTRICT DOES NOT CONSTITUTE REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OL, OR THE EXISTENCE OR NUN - EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 3. ALL EXISTING FACILITIES. WHICH MAY AFFECT FINAL DESIGN, I.E., UNE CROSSING, UNE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UIUTY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS OVEN WRITTEN PERMISSION BY SAN DIEWITO WATER DISTRICT. 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACIDTIES MUST MEET CURRENT WATER AGENCIES' STANDARDS COMMITTEE ( WASTT STANDARDS IF FACIUTES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED Tb CURRENT STANDARDS AT THE OWNER'S EXPENSE. 5. UTIUTIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES S. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. IT. CAUFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REWIRING THAT NO-LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, 2010. N COMPUANCE I THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS 9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED NIH CATHODIC PROTECTION IN ACCORDANCE WITH WC-17 OR WC -18. OWNER'S STATEMENT DEVELOPMENT SHALL COMPLY WTU ALL THE REQUIREMENTS OF THE MOST RECENT STATE WATER RESOURCES CONTROL BOARD (SWRCB) ORDER, WASTE WATER DISCHARGE REQUIREMENTS FOR DISCHARGE REQUIREMENTS FOR DISCHARGES OF STORM WATER RUNOFF ASSOCIATED WITH THE CONSTRUCTION ACTIVITY. IN ACCORDANCE WITH THE SAID PERMIT, A STORMWATER POLLUTION PREVENTION PLAN (SWPPP) AND A MONITORING PROGRAM PLAN SHALL BE DEVELOPED AND IMPLEMENTED CONCURRENT VAIN THE COMMENCEMENT OF GRADING ACTIVITIES AND A COMPLETE AND ACCURATE NOTICE OF INTENT (N01) SHALL BE FILLED WIT THE STJ A COPY OF THIS PROJECT SWPPP SHALL BE FILLED WITH THE CITY OF ENCINITAS; FURTHER, A COPY OF THE COMPLETED NOT FROM THE SWRCB SHOWING THE PERMIT NUMBER FOR THIS PROJECT SHALL BE FILLED WITH THE CITY O ENCINITAS WHEN RECEIVED. IN ADDITION, THE UNDERSIGNED AND SUBSEQUENT OWNERS) OF ANY PORTION OF THE PROPERTY COVERED BY THIS GRADING PLAN N0.13818-G AND BY SWRCB NO. R9 -2OD9 -0001 AND ANY SUBSEQUENT AMENDMENTS THERETO SHALL COMPLY WITH THE SPECIAL PROVISION AS SET FORTH IN SECTION C.7 OF SYMCB NO. R9- 2009 -0001. .NOT 509 qg1p .,. Nil ... T r,L,, , • ,. DISTRICT . CARDIFF CHANGE NO.I DESCRIPTION I APPROVED I DATE I BENCHMARK DESCRIPTION: 2- IRON PIPE BRASS DISC STAMPED ENC41 LS7322 LOCATION: EAST SIDE OF NB HWY 101. OF CHESTERFIELD AND "M • I'. AS -BUILT APPROVALS 7L:, " - ll1, _ =6 N I1S� :S[G6 . GJ.. _W. =: CONCRETE WASHOUT CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON STE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. A STABILIZED CONSTRUCTION STE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE THIS SHALL INCLUDE USING MATERIAL SUCH AS 3' CRUSHED ROCK AND/OR CORRUGATED STEEL PANELS/PLATES. CONSTRUCTION VEHICLES A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. EROSION CONTROL EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVET VEGETATION, AND BONDED FIBER MATRIX. NO EXCAVATION AND GRADING ACIMTIES ARE ALLOWED DURING WET WEATHER. DIVERSION DIKES SMALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION STE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION. TEMPORARY VEGETATION MUST BE PLANTED W SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL PLANT PERMANENT VEGETATION AS SOON AS POSS84 ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ON41TE CONSTRUCTION MATERIAL STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL IMES. TRAINING CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR VAIN THE CITY OF ENCINITAS STORMWATER POLLUTION CCNTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONS9IUTIES WASTE MANAGEMENT CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING O ALL WASTE AND UNUSED CONSTRUCTION MATERIALS DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS/OIKES SHALL SE PLACED AROUND ALL DUMPSIERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT UDS SHALL BE PLACED WITHIN STRUCTURES NTH IMPERVIOUS ROOFING OR COVERED NTH TARPS IN ORDER TO AVOID RAIN CONTACT VAIN ANY TRASH MATERIAL MANY CONSTRUCTION MATERIALS, INCLUDING SOLVUNTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDOO AT (760) 436 -4151. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCUNG RECEPTACLES AROUND THE SITE PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. NGTfiCATpIB 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. M THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REWIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING U11UTIES OR STRUCTURES LOCATED AT THE WORK SITE IT IS THE CONTRACTORS RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UIUIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UIUIES AND NOTIFICATION OF COMMENCEMENT OF WORK: A SEWERS - CSD/ESD - (760) -633 -2770 LWD 760 - 753 -055 B. GAS 4 ELECTRIC - SDGE - (760)- 436 -6200 C. WATER - SAN DEGITO WATER DISTRICT -1 -800- 227 -2600 D. TELEPHONE - SEC BELL - (760) -489 -3411 E. CABLE TV - COX COMMUNICA71ONS- (760) -806 -9609 X -2233 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 46 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760) - 633 -2770. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE (760) 61 ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL RE SUBJECT TO REJECTION AND REMOVAL IMPERVIOUS AREA OWNER CARDIFF SCHOOL DISTRICT 18M MONTGOMERY AVENUE B CARDIFF -BY -THE SEA, CALIFORNIA 92007 1- 760 -632 -5892 D WE ADDRE88 0 1888 MONTGOMERY AVENUE 2 CARDIFF -BY -THE SEA, CALIFORNIA III LEGAL DETpN i APN 260 - 340 -02 H BLOCK 72, BLOCK 73, AND BLOCK 74, EXCEPT LOTS F AND G IN BLOCK 74, CARDIFF VILLA TRACT, N THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF R„ CALIFORNIA, ACCORDING TO THE MAP THEREOF NO. 1469, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO, AUGUST 10, 1912. OWNERS CEffrF"TE I (7E) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. I (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOD CITY AND CITYS OFFICERS, OFFICIALS, EMPLOYEES, AND AGENTS HARMLESS FROM, AND AGAINST ANY AND ALL UAINU IE$ CLAIMS, DEMANDS, CAUSES OF ACTIONS, LOSSES, DAMAGES AND COSTS, INCLUDING ALL COSTS OF DEFENSE THEREOF, ARISING OUT OF, OR IN ANY MANNER CONNECTED DIRECTLY OR INDIRECTLY WITH ANY ACTS OR OMISSIONS OF OWNER OR OWNER'S AGENTS, EMPLOYEES CONTRACTORS, SUBCONTRACTORS, OFFICIALS, OFFICERS, OR REPRESENTATIVES FOR ANY AND ALL WORK OR CONSTRUCTION COVERED N IRE PERMIT OR CONNECTED DIRECTLY OR INDIRECTLY TO THE PERMIT OR APPROVED PLANS WITHIN THE PRIVATE PROPERTY OR PUBLIC EASEMENTS M THE Fl APPL PREVALENT WI I' COPY OF THE SOILS R THE OFFICE O THE 0 RECOMMENDATIONS INC PLANS ANT CK SIGNED: GE NO.: 2665 EXP. DATE 12 -31 -20 JOB , 10- 14226G CIE - CONSTRUC 1441 MDNTEL DAIS: 10111119 VICINITY MAP N.T.S. Nol NOTE: TOR III Still 5GR4 a%TIMGIT2 SCC WAIT.4 :TERED GEOTECHNICAL ENGINEER IN THE STATE O CAUFORNIA, PRINCIPALLY DOING RUSIAPI ) SOIL MECHANICS. HEREBY CERTIFY THAT A SAMPUNG AND STUDY O THE SOIL 7KN5 SITE WAS MADE BY ME OR UNDER MY DIRECTION ON APRIL 9 -10, 2017. T COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS SUBMITTED TO R. FURTHERMORE, I HAVE REVIEWED THESE GRADING P AND CERTIFY THAT THE LADED N REPORT FOR THIS PROJECT HAVE ORPORATED IN THE GRADING A- ENGINEERING THE UNDERSIGNED ENGINEER AGREES THAT THE WORN PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES O THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY TIE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGUGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS/HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND /EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. SIGNATURE: �� `� • ;TILER DATE (0-5-11 STEVEN 0 KETTLER LEMECK ENGINEERING 303 A STREET, SUITE .302, SAN DIEGO, CA 92101 (619) 2891 A STEEPEST EXISTING NATURAL SLOPE ON -SITE - N/A H : N/A V MAXIMUM VERTICAL DEPTH OF WT = 10 FEET (�O IOTTOM OF IMPS) MAXIMUM VERTICAL DEPTH OF FILL = GO FEET WT =4514 -C.Y. 4870 C.V. FILL ='54NrB:Y. Of C.y EXPORT =4HBD@.Y. ISTOLKfiLE ON Sli"i 1120 C.Y. REMEDIAL GRADING =SLY 4 (REFER TO GEOTECHNCAL REPORT FOR REMEDIAL GRADING REQUIREMENTS). DISTURBED AREA =::EMC 24,450 C.Y. 6.93 AC IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 15G,9W SO. FT. KETTLER W LEWECK IMPERVIOUS AREA AFTER CONSTRUCTRN:NdR,1AO. SQ. FT. INCREASE IN IMPERVIOUS AREA. IAA"- SO. FT. E N G I N E E R I N G IMPERVIOUS AREA REPLACED: 101,101 SO, FT. 303 A STREET, SUITE 302 SAN DIEGO, CA 92101 t: 619 269 -3444 1 7: 619 259 -3459 wwwAotlletleweck.com I BMP PROJECT STATUS - PDP - HMP 1 PRIORITY STORMWATER TREATMENT FACIIES TO BE MAINTAINED BY CARDIFF SCHOOL DISTRICT IN ACCORDANCE NTH 'MAINTENANCE AGREEMENT FOR PRIVATE STORMWATER TREATMENT AND STORMWATER POLLUTION CONTROL FACILITIES' RECORDED ON Tul 2$. 20\9 AS DOC. f 2014 - 02,55285 I PUBLIC WORKS I PLANNING DIVISION I PARKS AND RECREATION I SAN DIEGUITO WATER DISTRICT I ENCINITAS FIRE DEPARTMENT 1 cs 1hti UmAk e s -I ,SDWD W19 -0, 10 SIC,, 1,1&LAo Y/411 D GN DAIE D SIGN DATE cHE MP. av: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. UBLIC WORKS DATE: 6-6-0 STEVEN C. KETTLER DATE PLANNING /, Ii/0:� . (' /' R.C.E. NO.: G8355 REVIEWER SENIOR ENGINEER DATE I in,cevrTno STEVEN C. KETTLER EXP.: 8 -30-20 ctda 1888 MONTGOMERY AVEN TURK EDWARD J. W ER CARDIFF SCHOOL DISTRIC _ plHases 1 AND z CITY E c 9 340 -02 1 DA�TF' T- PLANNING CASE NO 18 -120 CDP 260 SNI oy RA 0 oP wm o� QLL No N Q 51 m� wm^ E`- m N F; x �a a I � €I it I (;I I 411 , O � m i a a � � I ' y y I z � I ul N, t� I ( I' Jill RA i NEW NEW NEW NEW NEW own NEW NEW MEN NEW WINE WINE NEW WINE NEW NEW NEW [E E611 A IN I � 2 R \, IN IN. U1`y. 7 API' ��� ( � \ � APN 28027}.08 h 4gtD1� �t �"` V x NEW WINE MEII ti NEW NEW NEW NEW \ 16o-zTwe 10 13 LIf It I- ( a , R/W . t r . ® v.N�/�, 1 ~'*<a,+`� APN 880211-01 III I� ..�( � �. �� \. 't•� � ^..�kd ✓. p - APN 20D2ri-ie' i t iii \ $ i �t _T_ III Y I I I •;�, 7 ' ", R / / 7 LL 1141 �. z�u DESCRIPTION I APPROVED I DATE IN 1/ ,� 1 IN REY MAP LECIEW 1T�GV�' '�'I °` AvN zao-sStiW sir �D°( woR(To Dore TITLE SHEET .............................. ............................... i (CI.DDSASET) KEY MAP, LEGEND, AND SHEET INDEX ....... ............................... 2 (C21) DSA SET) THE GRADING$ CONSIST OF THE FOLILONING III TO BE DOVE ACCORDING TO EXISTING CONDITION AND WET UTILITY DEMO PUN FOR :. .................... S (C3.1) DSA SET) PLANS, THE CURRENT CITY OF ENCNTTAS ENGMEERW'G DEPARTMENT ST SPECIFICAII THE SAN DIEGO AREA REGIONAL STANDARD DRAWN EXISTING CONDITION ANDWET UTILITY DEMO PLAN FOR ..................... 4 (04,1) DSA SET) STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. DRAINAGE MANAGEMENT PLAN ............. ............................... 5 (CEO OSA SETT DRAINAGE MANAGEMENT PLAN 6 ICED DSA SET) GRAONC SHALL CONSIST O" IN 'HE CONSTRUCTION O" ALL CUTS S SHOWN W ............ ............................... THESE PLANS AND OUTLINED IN 111E EARTHMC71( SPE S ALL GRADING WET UTILITY PLAN ....................................................... 7 (C7.O DSASEi) DETAILS SHALL BE N ACCORDANCE NTH THE CI TAS GRADING WET UTILITY PLAN ..... ....... .................. .. e (08.0 DSA SET) ORDNANCE. WET UTILITY PLAN ......... . 1 . . — , 9 .0 DSA SET) STADARD SPB F"TM GRADING PLAN .................. ........ .. 10 ( D DSA SET) (c11 SET) 1. STANDARD $PECIFrcAn WTM s caysmucnav (GwEENBDOKb GRADING PLAN .................... .. 1 STANDARD ARD S GRADING PLAY ........................ ...... (C12.0 SET) 2 CAURINKRA M UNIFORM TRAFFIC CONTROL DE = 2018 EDITION HORIZONTAL CONTROL PLAN (C7S0 ETI Y STATE OF DEPARTMENT O TRANSPORTATION, US CUSTOMARY STANDARD ......... .... 2018 EDITION. HORIZONTAL CONTROL PLAN ... ,,,,, .................. 4.0 DSA T) 4 WATER DISTRICT STANDARD SPECIFICATIONS HORIZONTAL CONTROL PLAN .............. ....... 75 (C OSA S I EROSION CONTROL PLAN ............................ .. 1 DSA SET) EROSION CONTROL RAN ... ............................... DSAS 1. CITY OF SAN DIEGO STANDARD DRANINGS FOR PUBLIC WORKS CONSTRUCTION, 2018 EDITAOX DETAILS .,.I ...................................I ............ ( . CIBA 2 STATE OF CAUFORIWA DEPARTMENT OF TRANSPORTATION, U.S CUSTOMARY STANDARD DETAILS .... .... .............. .......... 19 SET) PLANS, 2018 EDITIONN, TEMPORARY GRADING PLAN , .... ....... ..... .... .. . DSASET) WATER AGENCIES STANDARD DRAWINGS LEGM IMPROVEMEN SYMBOL PROPERTY B ..... T T FXI� EXISTING SYMBOL __— STING CABLE TELEVISION ONE ............................. ----- f,TV____._ RIGHT OF E . .. .... ....... ..... EXISTING TELEPHONE ... ............................... T EXISTING EDGE OF PAVEMENT .........I ........... ........... Foul .... ...... ............... EXISTING CONTOURS .. - ......................... . .I...... .......... I......... I .... ....... . 4.. -� r EXISTING GRADE ELEVATION .. ............................... I...... Ra ~ GRATE ELEV . ............................... TO 180.25 EXISTING CURB & GUTTER .. I. ............. . . -.. -- -- En 18000 .............. ............................... EXISTING CURB ................ ............................... SU ATION ............. FS 180.00 ....................... EXISTING SIDEWALK .... P AL WOILTRATIOY BASIN (PVT) . ........... .................... I EXISTING PEDESTRIAN RAMP.... ............................... . SLOPES 2:1 MAX. (PVT) ........ EXISTING STORM DRAIN PIPE ....................................... .. .. EXISTING STORM DRAIN CEANOUT .......................... . PROP. STORM DRAIN CURB INLET (PVT) SDRSD D-02 (TYPE B) - . - EXISTING STORM DRAIN CURB INLET ............................... PROP. STORM DRAIN BROOKS BOX (PVT)........ .. ..... ❑® EXISTING STORM DRAIN CATCH BASIN .. ......... I .... ....... . _ EXISTING STORM DRAIN HEADWALL ......................... PROP. STORM DRAIN HEADWALL (PVT) ....... . . . . . . . . . EXISTING WATER........ ... I . I ....................... _ - - -- PROP. STORM DRAIN CLFANOUT (PVT)..... SDRSD D -09 (TYPE A)__.. ® EXISTING FIRE HYDRANT. - - -._. _. __... _... _..... _...... _..._. �--- �- PROP. STORM DRAIN RP RAP (PVT) ....... SDRSD D- 40 ................ EXISTING GATE VALVE................ ............................... r- PROP. STORM DRAIN PIPE (PVT) .....PER PLAN ........... I EXISTING SEWER ....... .......... I ,......................... I. _— PROP. PERFORATED PIPE (PVT) .....PER PLAN ................ —P— — EXISTING SEWER MANHOLE Y—�(� .. ............................... PROP. STORM DRAIN CONCRETE ......... . ............ EXISTING SEWER LATERAL ......... I. .... ....... ....... . .... 1 SPILLWAY/SWALE (PVT) PROP. STORM DRAIN CATCH BASIN ..... SDRSD D-08 ......... EXISTING GAS ........ ............................... TYPE G -2 (PVT) PROP. MODIFIED TYPE 'D' CONCRETE ..... SDRSD D-75 .... .... BROW DITCH (PVT) EXISTING PARKING STALL ... ............................... PROP. 4" PVC SEWER LATERAL (PVT) I SDRSD SS- M............ PROP. 4^ PVC SEWER CLEANGUT (PVT) ....SDRSD SC-DI (TYPE B)....... — —S EXISTING ELECTRIC ...... ..... ..... ................ - --- { ----- PROP. I^ AND 1^ PVC ....... .........WAS WS-01. WS-02 .......... — W EXISTING PARKING UGHTINC . SERVICE (PVT) EXISTING STREET UGHTS .. ...... .............. P UCED PRESSURE .........WAS 0-01 ............... — EXISTING RETAINING WALL .. .... . ... .... .... ....... ....... ... BACKFL TION DEVICE (PVT) �-k��, PROP. 6^ VICE (PVO ............WAS WINDS, WR- 02....... �L'_IT�' EXISTING TREES ..................... ............................... PROP. 8^ REDUCED ... ......... WAS WF -OS .......... —®o �FDC EXISTING SLOPES .. _ _ ............. ............................... BAC(FLOW PREVENTION FIRE DEPARTMENT CONNECTION EXISTING TOP OF CURB ELEVATION .. ............................... @i�33_._ ._ PROP. S^ TYPE 'G' (PVT) ........... G -01, G -10, G -11 EXISTING CHAIN LINK FENCE .............. I ........... .............. PROP. CONCRETE SIDEWALK (PVT) ....... ............. EXISTING BROW DITCH . ........... ............... c> PROP TRUNCATED DOMES (PVT) .. .SDRSI) G- ... ^&A 11 A1A� I n LV VALVE SUPPORT BLOCKS (PVT) EX R/W ' SHEET N0. ....WAS VF-02 .... .... J% 12 15 I ` EXISTING SURVEY MONUMENT AS NOTED IN ., "m r ' SHEET LIMITS PUBLIC NFROYI PLANS FOR PUBLIC IMPROVEMENTS WTHIN SAN ELSq AVENUE, MONTGOMERY AVENUE AND MOZART AVENUE, SEE IMPROVEMENT PLAN 14203 -I. N WOFESSI I I I 1 I � Try ® 1f ' NEW NEW NEW OWN NEW NEW NEW NEW WON WINE NEW OWN fa (E): EXISTING BUILDING 'E' TO TO REMAIN (M)* EXISTING BUILDING 'M' TO TO REMAIN FILM VEW (P): EXISTING PORTABLE BUILDING TO TEMPORARILY TO REMAIN A -D, F, J, L: PROPOSED FUTURE BUILDINGS - PAD GRADING ONLY SCALE: 1" = 50 AS -BUILT APPROVALS 1 DESIGNED BY: 1 DRA DESCRIPTION: 2' IRON PIPE BRASS DISC STAMPED ENC-41 LST322 LOCATION: EAST SIDE OF NB HWY 101 OF CHESTERFIELD AND :PUBLIC WORI W OF THE NORTH END F STEVEN C. KETTLER DATE PLANNING RECORD FROM ROS 18418 ELEVATION. 73612 DATUM: NAVD88 REVIEWER SENIOR ENGINEER DATE kv- B C'. -'1:1 MWjR IS, �R(3VC• IC KETTLEROLEWECK yy No. C181'8 ENGINEERING 4_ mp 7�w 309 A STREET, SUITE 302 * * SAN DIEGO, CA92 1 t: 619 20 44411:879269 89 -3469 www.k 0' 25' 50' 100' 4ME.OF nLKR� www.kettleriewack.wm DATE PLANS PREPARED UNDER SUPERVISION OF REC DATE: 7-1-I 1 I` R.C.E. NO.: CI8358 TEV O AK ^ ( 4 STEVEN C. ETTLER EXP.: 6-30-20 DATE 1 DIVISION 1. THE DEPTH OF THE GAS AND ELECTRIC FACILITIES SHOWN HEREON IS ASSUMED TO HAVE A 3' MINIMUM COVER OVER THE PIPES. 2 THE DEPTH OF THE DOMESTIC WATER FACILITIES SHOWN HEREON ARE ASSUMED TO HAVE A TYPICAL DEPTH OF 3.5' TO THE TOP OF PIPE WITH A MINIMUM COVER OF S' IN SOME AREAS. &THE DEPTH OF THE FIRE SERVICE FACILITIES SHOWN HEREON ARE ASSUMED TO HAVE A TYPICAL DEPTH OF 4.5 TO TOP OF PIPE WITH A MINIMUM COVER OF 3' IN SOME AREAS MINIMUM SEPARATION BETWEEN PIPES SHOWN HEREON IS 6 ^. THE CONTRACTOR ROVIDE SAND CUSHIONING AT THESE LOCATIONS 5. THE E EXISTING UTILITIES IDENTIFIED AS "UNKNOWN". THE CONTRACTOR SHALL POTHOLE THEIR LOCATION AND PROVIDE THIS INFORMATION TO THE PROJECT ARCHITECT AN -OF -WORK PRIOR TO COMMENCING WORK 6.THE UTILITY CROSSI ATION SHOWN HEREON IS A WIDE FOR THE CONTRACTOR. THE CONTRACTOR MAY MAKE ADDITIONAL ADJUSTMENTS. THESE ADJUSTMENTS, IF ANY, SHOULD BE PROM PROJECT ARCHITECT AND ENCNEE2 -OF -WORK. 7.THE DOMESTIC WATER VALVES SH N SHOULD BE AS FOLLOW' ^ 30 DUCTILE IRON FLANGED TEES/ ^ 30 FLANGE BY RANGE RESILIENT SEAT GA Y VAN STONE SLIP FLANGE WITH PVC REDUCER T WELD CONNECTIONS) AS REQUIRED. MODIFICATIONS OR REMOVAL OF THE STORMWATER POLLUTION CONTROL FAC WT A PERMIT FROM THE CITY IS PROHIBITED. CITY OF ENCINITAS - DEVELOPMENT SERVICES KEY MAP, LEGEND, AND SHEET INDEX FOR: 1888 MONTGOMERY AVENUE CARDIFF SCHOOL DISTRICT 260- 340 -02 PLANNING CASE NO RAWING NO. 14203 - IEET 2 dF 26 �1 O N U N zz W N LL w o z a y ww2 ti Ono °"R Im N Z QO YgLL VOID SHEET, SEE SHE 1 720 2B PROP. TRENCHING DETAILS ........ SDRSD D- 80......... FOR STORM DRAIN (PVT) PROP. TRENCHING DETAILS ...... SDRSD SP-02 ......... FOR SEWER LATERAL (PVT) PROP. TRENCHING DETAILS ... WAS WP -02 IN ...... FOR WATER SERVICE (PVT) AND FIRE SERVICE (PVT) CONIC. THRUST BLOCK (PVT) . .....WAS WI -01 ........ VALVE SUPPORT BLOCKS (PVT) EX R/W ' SHEET N0. ....WAS VF-02 .... .... J% 12 15 I ` EXISTING SURVEY MONUMENT AS NOTED IN ., "m r ' SHEET LIMITS PUBLIC NFROYI PLANS FOR PUBLIC IMPROVEMENTS WTHIN SAN ELSq AVENUE, MONTGOMERY AVENUE AND MOZART AVENUE, SEE IMPROVEMENT PLAN 14203 -I. N WOFESSI I I I 1 I � Try ® 1f ' NEW NEW NEW OWN NEW NEW NEW NEW WON WINE NEW OWN fa (E): EXISTING BUILDING 'E' TO TO REMAIN (M)* EXISTING BUILDING 'M' TO TO REMAIN FILM VEW (P): EXISTING PORTABLE BUILDING TO TEMPORARILY TO REMAIN A -D, F, J, L: PROPOSED FUTURE BUILDINGS - PAD GRADING ONLY SCALE: 1" = 50 AS -BUILT APPROVALS 1 DESIGNED BY: 1 DRA DESCRIPTION: 2' IRON PIPE BRASS DISC STAMPED ENC-41 LST322 LOCATION: EAST SIDE OF NB HWY 101 OF CHESTERFIELD AND :PUBLIC WORI W OF THE NORTH END F STEVEN C. KETTLER DATE PLANNING RECORD FROM ROS 18418 ELEVATION. 73612 DATUM: NAVD88 REVIEWER SENIOR ENGINEER DATE kv- B C'. -'1:1 MWjR IS, �R(3VC• IC KETTLEROLEWECK yy No. C181'8 ENGINEERING 4_ mp 7�w 309 A STREET, SUITE 302 * * SAN DIEGO, CA92 1 t: 619 20 44411:879269 89 -3469 www.k 0' 25' 50' 100' 4ME.OF nLKR� www.kettleriewack.wm DATE PLANS PREPARED UNDER SUPERVISION OF REC DATE: 7-1-I 1 I` R.C.E. NO.: CI8358 TEV O AK ^ ( 4 STEVEN C. ETTLER EXP.: 6-30-20 DATE 1 DIVISION 1. THE DEPTH OF THE GAS AND ELECTRIC FACILITIES SHOWN HEREON IS ASSUMED TO HAVE A 3' MINIMUM COVER OVER THE PIPES. 2 THE DEPTH OF THE DOMESTIC WATER FACILITIES SHOWN HEREON ARE ASSUMED TO HAVE A TYPICAL DEPTH OF 3.5' TO THE TOP OF PIPE WITH A MINIMUM COVER OF S' IN SOME AREAS. &THE DEPTH OF THE FIRE SERVICE FACILITIES SHOWN HEREON ARE ASSUMED TO HAVE A TYPICAL DEPTH OF 4.5 TO TOP OF PIPE WITH A MINIMUM COVER OF 3' IN SOME AREAS MINIMUM SEPARATION BETWEEN PIPES SHOWN HEREON IS 6 ^. THE CONTRACTOR ROVIDE SAND CUSHIONING AT THESE LOCATIONS 5. THE E EXISTING UTILITIES IDENTIFIED AS "UNKNOWN". THE CONTRACTOR SHALL POTHOLE THEIR LOCATION AND PROVIDE THIS INFORMATION TO THE PROJECT ARCHITECT AN -OF -WORK PRIOR TO COMMENCING WORK 6.THE UTILITY CROSSI ATION SHOWN HEREON IS A WIDE FOR THE CONTRACTOR. THE CONTRACTOR MAY MAKE ADDITIONAL ADJUSTMENTS. THESE ADJUSTMENTS, IF ANY, SHOULD BE PROM PROJECT ARCHITECT AND ENCNEE2 -OF -WORK. 7.THE DOMESTIC WATER VALVES SH N SHOULD BE AS FOLLOW' ^ 30 DUCTILE IRON FLANGED TEES/ ^ 30 FLANGE BY RANGE RESILIENT SEAT GA Y VAN STONE SLIP FLANGE WITH PVC REDUCER T WELD CONNECTIONS) AS REQUIRED. MODIFICATIONS OR REMOVAL OF THE STORMWATER POLLUTION CONTROL FAC WT A PERMIT FROM THE CITY IS PROHIBITED. CITY OF ENCINITAS - DEVELOPMENT SERVICES KEY MAP, LEGEND, AND SHEET INDEX FOR: 1888 MONTGOMERY AVENUE CARDIFF SCHOOL DISTRICT 260- 340 -02 PLANNING CASE NO RAWING NO. 14203 - IEET 2 dF 26 �1 O N U N zz W N LL w o z a y ww2 ti Ono °"R Im N Z QO YgLL VOID SHEET, SEE SHE 1 720 2B SHMT NJD( wDw(To eE DM TITLE SHEET ............... _.... _...... ............................... 1 1 (CI.O DSA INC 1 SET) F !111 " ", z Go- -i r.._._.........._..,...... _LI i:. `d/ ._ ................. I.... I............ ET) VOID TIME 1D SHEET, SEE SHEET 20 THE qg EXISTING CONDITION PLAN. ............... ............................... I . 3 (C3.0 DSA INC 1 SET) PLANS THE CURRENT CITY OF ENCINITAS ENGINEERING DEPARTMENT STANDARD j SPECIWRONS THE SAN DIEGO AREA REMMAL STANDARD DRAWNGS AND THE EXISTING CONDITION PLAN .................. ............................... 4 (C4.0 DSA INC I SET) STANDARD SPECIXATILWS FOR PUBLIC WORKS CONSTRUCROV. !) -- s ........................... , ., 1 ET) VOID SHEET (E)= EXISi1NG BUII DING 'E TO TO RBdAN cwagHC sHau cayssr a caysTRUCnao OF au CUTS AND FILLS s roxN ON �, i DRAINAGE MANAGEMENT PLAN .. .. 8 IC6.0 DSA INC I3ET) P IN EARTH SPE ONS ALL GRADING V. EXISTING BULDWG'M' TO TO REMAIN 25 .... ............................... VOID SHEET, SEE SHEET 2/ DETAILS u BE M ACCOFDAN M11H THE C1 �" IT GRADING (P): EXETING PORTABLE BUILDING TO TEMPORARILY IS". ORDNANCE. PROPOSED RMIRE BUILDINGS (A, D, F, AND J) - PAD VOID SHEET SEE SHEET 22 _ Fx RJW GRADING ONLY KEY MAP LEGEND WET UTILTY PLAN 8 09.0 OSA INCI gel) VOID SHEET SEE SHEET 23 STANDARD TX%N$ SHEET N0. UBUC WORKS CONSTRUCTION 11 n y L OVA ^s APN 280. 211.06 C12.0 08A INC L SE) VOID SHEET, SHEET 24 CATL FOPNA MANU� UNIFORM TRAFFIC CONTROL DEVICES 201 ) GRADING PLAN . 12 � SHEET LIMITS .. ..... .... ....... .. SET) VOID SHEET aSPE TE' .2018 EDITION. DEPARTMENT OF TRANSPORTATION, U.S CUSTOMARY STANDARD '.. N 280271.06 ®® C : ................. ....... ... .. 1 4. SAN ITO WATER DISTRICT STANDARD SPECIFlCAIKINS C.) I JiORHONTAL GO! SET VOID SHEET ( t} i t t ` ,I I `, I 1� \ ' "` •✓% R/iF I FII�LK. ........................ ......... SET) V010 SHEET DFIAWNCe6 \ 2 2 3 �ROVee1r PL" EROEBNGONTRGL 6M! ....... .- ......... SETH V010 SHEE .SEE SHEET FOR PUBLIC IMPROVEMENTS WTNN SAN {TK7gpµCQNiggl . ............................... .. W SHEET: SEES 1. CITY OF SAN DIEGO STANDARD ORAWNGS FOR PUBLIC WORKS CONSMUCITON, �. El1JO AVENUE MONTGOMERY AVENUE AND DETAILS 10 (018.0 DSA INC 1 SET) 2018 EDITION. MOZART AVENUE, SEE IMPROVEMENT PLAN "' "" ' ' ' ' ' " 2 STATE OF CALIFORNIA DEPARTMENT OF IRAN570RTAIM U.S. CUSTOMARY STANDARD 14203 -I. DETAILS .. _.....................................................1 19 (C19A OSA INC I SET) VO PUNS 2018 EDITION. KEY MAP LEGEND, AND SHEET INDEX 20 C20A DSA INC I SET) 3 WATER AGENCIES STANDARD DRAWNGS APN 2802/71'07 WET UTILITY PUN..... 21 C21.0 DSA INC 1 S t \ WET UTILITY PLAN 22 (C22.0 DSA INC LECIEND cExISTNG) ,.• i f i r- t >.� GRANNGPLAN ... 23 (C23AD BET) y ] APN 200. 271.00 I GRADING 25 (024. DSA INC 1 SEn EXISTING QCABLE TELEVISION TMaa _ _ ... EF103 ROL PLAN C28.00&A INC SEn EXISTING TELEPHONE SIGN .... ........................I - T E I CONTROLPLAN i I r /t I I ! t h,, G J t ,� 1 \ti ° I I _ n EXISTING EDGE OF PAVEMENT .............................. ,.. / \ ; .,...\ �� TING CONTOURS I t t ... ,. / I I r r 1 \ ✓ f�! /, APN 280. 271.16 I ............................................I 195' - - - -- EXISTING GRADE ELEVATION T ................... I ........... 12s _ - % y \\.Ay, EXISTING CURB 8 CUTIin ..................... - - -_ tiaT„ I I EXISTING CURB _ ........ ............................... _- f A .... ..............................I ..I APN °°�571.1� EwsnNC SIDEWALK � y TY DIARY .. _... ..................... EXISTING PEDESTRIAN RAMP ............... I .............. - ;' \ . I' /,�� •�. c .. �I, /' f '\6 \ I AY UN .... ........................ I EXISTING STORM DRAIN PIPE ........ ..................... /G$ t ISH GR NTOURS .............................. EXISTING STORM DRAIN CLFIWOUT . ........................... .... f (f f J /4\ / I EXISTING STORM DRAIN CURB INLET ............................. - - -_ y s.. W" �.; riIgIT ......... ............................... �� EXISTING STORM DRAIN CATCH BASIN........................... ___�nJ x _ l' .............. .......... �-. - i PR AGE FL E f EXISTING STORM DRAIN HEADWALL ! Ai..,.• i r ./ i / , /// r' t;,„ a ? X'A 1 TOP OF GRAOW CATION ............. ............................... TO 18025 EXISTING WATER..... _. ........................ FLOW U ATIDN ................. ............................... FL 180.00 ... ...... i ,FS 18000 EXISTING FIRE HYDRANTI ............................. ... ..... ............................... _ A 28x274 -02 N SURFA I FIIF/ATION ......... EXISTING CANE VALVE .. .... ........................... .. - PROP. PARTIAL INFILTRATION ( ................... PROP. SLOPES 2:1 MAX. (PVT) I ........................ EXISTING SEVER ... --S--- _ EXISTING SEWER MANHOLE ............................ ........ -'`.' APN � PVT.. PROP STORM DRAIN CURB INLET (PVT).... SDRSD 0.02 (TYPE B) ..... EXISTING SEVER LITERAL ....... ............................... ���: �,,\ Q PROP. S7giY giNN BROOKS BOXY ............................... ❑® EXISTING GAS ... ......................... ,/X4�A+V -' 0 PROP STORM DRAIN HEADED ,Si. `` ,=',- ° -.:� `,Q ,� \� \\ \ , /'- ALL ( EXISTING PARKING STALL I, t P�I.... ......... ..... ....... PROP. STORM DRAIN CLEANOUT (PVT. .. SDRSD D-OB (TYPE A)...... v� PROP. STORM DRAIN RIP RAP (PVh ...... SDRSD D -40 ......... ® EXISTING ELECTRIC ..... ....... ............................... -- .- { - - -__ PROP. STORM DRAIN PIPE (PVT) PER PLED .......... - - - - EXISTING PARKING LIGHTING .. ........................ Y �!^ PROP. PERFORATED PPE (PVT) ............ PER PLAN ................... - -P- EXISTING STREET UGHTS '. . ............................... PROP. STORM DRAIN CONCRETE EXISTING RETAINING WALL SPLLWAY/SWALE (PVT) ,II ' ;�) " '�.\ ~'% '`• \ : \• '`\ \ PROP 5 CATCH BASIN ,........... SDRSD D-08 ........ - EXISTING TREES .... _. ............... .................. ll) TYPE G-2 (PVT) N , PROP. MODIFIED TYPE 'D' CONCRETE ......... SDRSD D -75 ....... �./ EXISTING SLOPES .. ................ .... _ I 1 .x j if 'Q BROW DITCH (PVT)j. �7 (P) ( .. sDRSD 55-01�1 S EXISTING TOP OF CURB ELEVATION ...I .......................... "`� PROP. 4' PVC SEWER LATERAL PVT. .................. 'y R/yj' I t ......... i } / i " T 4,. .. \' .. a y \ PROP. 4' PVC AMEN CIENNOUT (PVT) ....SDRSD SC -01 (TYPE B) .... -5 EXISTING CHAIN LINK FENCE ...... .... .......... . _..r ; r. .� ....( t% A r I WATER ............WAS WS-01, W5-02 ... ... - - � EXISTING BROW DITCH . ................ ................ } I{ ` -, + .. _> 1 I i T • B PROP. 1' AND Y PVC W SERVICE (PVT) �'J C� ,) 1 .. .... .......... - - s. PROP. Y REDUCED PRESSURE WAS WR -D . -�Q® ONBITE'PFIVA -IE' UiLIIY NOTC$ ' `�t I �' • \ \i � i I - - ,, t """ r ,; °,' 's` BACKROW PREVENTION DEVICE (PVT) 1. THE DEPTH OF TIME GAS AND ELECTRIC FACILITIES SHOWN HEREON IS ASSUMED TO HAVE A PROP. 8' PVC FIRE SERVICE (PVT... ...... WAS WF -O5, NR -02....... �� 3' MINIMUM COVER OVER THE PIPES 2 TIME DEPT OF THE DOMESTIC WATER FACILITIES SHOWN HEREON ARE ASSUMED TO HAVE A PROP. V REDUCED PRESSURE ........ WAS WF -05 T ..... ' i •_ i ._:_. �/ " i� BACKFLDW PREVENTION DEVICE (PVT) FIRE DEPARTMENT TYPICAL DEPTH OF 3.5 TO THE TOP OF PIPE WITH A MINIMUM COVER OF 3' IN SOME x ? 1 3^ ?tisr. "r / "� I CONNECTION AREAS D �� � 3. THE DEPT OF THE FIRE SERVICE FACILITIES SHOWN HEREON ARE ASSUMED TO HAVE A PROP. 6' TYPE 'G' (PVT) .........SDR50 G-01, G-10, G -11 / I TYPICAL DEPT OF 4.6' TO TOP OF PIPE NIT A MINIMUM COVER OF 3' IN SOME AREAS ' _ `=� ' *, ,z -,, r �,z•t I• '� PROP TRUNCATED DOMES VT .. SDRSD G-JO ..... ON IS 6. THE CONTACTOR '< �, ES (PPS .. 1. SHALL MINIMUM PROVIDE SAND CUSHIONING T THESE LOCATIOHSEDE . I' " IX R I ^. -. 5. THERE ARE SOME EXISTING UTILITIES IDENTIFIED AS 'UNKNOYM'. THE CONTRACTOR SHALL / L PROP. TRENCHING DETAILS .. SDRSD D 60 POTHOLE TO CONFORM THBR LOCAnON AND PROVIDE THIS INFORMATION TO THE PROJECT FOR STORM DRAW (PVT) '_ ARCHITECT AND ENGINEER -OF -WORK PRIOR TO COMMENCING WORK "m � � � � � � � PROP. TRENCHING DETAILS .. .... ..SOM SP -02 ................. 6. THE UTILITY CROSSING INFORMATION SHOWN HEREON IS A GUIDE FOR THE CONTACTOR. FOR SEWER LATERAL (PVT C ' -_ e� THE CONTRACTOR MAY HAVE TO MAKE ADDITIONAL ADJUSTMENTS THESE ADJUSTMENTS. PROP. TRENCHING DETAILS AOU ........WAS WP -02 ............ 7 IF ANY, SHOULD BE PROVIDED TO THE PROJECT ARCHITECT AND ENGINEER -OF-WM. FOR WATER SERVICE VT �- •� � FlRE SERVICE (PVT DOMESTIC WATER VALVES SHOWN HEREON SHOULD BE AS FOLLOWS: ' ...... .. ...... THE SH { 1 ❑'I I CONC. THRUST BLOCJC (PVT) ...WAS NT-01 Q . 3' DUCTILE IRON FLANGED TEES /CRO55 i - -_ •' -_ a _ - _. . 3' FLANGE BY FLANGE RESILIENT SEAT GATE VALVES 22 24 N QNOFESSI, VALVE SUPPORT BLOCKS (P..... ....WAS WF-02 . . ...... SUP FLANGE WITH PVC REDUCER (SOLVENT WELD CONNECTIONS) �O c. KE'r . 3- VAN STOW s SOL AS c'�. '•`- i y7 (.. / I/ \ T7 E,I„r,LER 'LEWECK EXISTING SURVEY MONUMENT AS NOTED {Z} REQUIRED. L \- �1 /I / -/{ K No. C4935B A STOFAMATE i POLLLMM CONTROL RC-0IJEBLB�RB pI ��� ,MI�L�/ ENGINEERING MODIFICATIONS OR REMOVAL O THE STORMWATER POLLUTION CONTROL FACILITIES WITHOUT A ELM VIEW 303 A STREET, SUITE 302 ® SAN DIEGO, CA 92101 '? CIVIL �LJ PERMIT FROM THE CITY IS PROHIBITED. SCALE: 1" = 50' D' 255' 50' 100' 1:619269- 344411:619269 -3459 OFCN.I`- www.kettlerieweck.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY D CHECKED Bv: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING N0. 1 VOID SHEET AND REVISED - - INT. DATE PLANS PREPARED UNDER SUPERVISION O F RECOM O ., KEY MAP, LEGEND, AND SHEET INDEX FOR NUMBER DESCRIPTION :?IRON PIPE BRASS DISC STAMPED ENC41LS 7322 PUBLIC WORKS DATE: - / -/ 1888 MONTGOMERY AVENUE ,4 LOCATION: EAST SIDE OF NB HIM 101, OF CHESTERFIELD AND STEVEN C. KETTLER DATE 142 W OF THE NORTH END OF GUARDRAIL PLANNING STEVEN WAK EDWARD J. MER CARDIFF SCHOOL DISTRICT 1 RECORD FROM: ROS 18416 R.C.E. NO.: 048358 ELEVATION: ]3.872 DATUM:NAVDifB REVIEWER '/ ^� - �,a -Ii� CITY NGI ER 260 - 340 -02 2A 43 SENIOR ENGINEER DATE i.ico5.-rnm STEVEN C. KETTLER EXP.: 8 -30 -20 DATE l DA PLANNING CASE NO 18-120CDP SHEETiBOF 48 VOID SHEET, SEE SHEET 2B �1 o� 0. N of w@ O <u NQ s< t$ N � N wW rcm hi ¢o roa III I ■ an 1 1 1 i Ia SNEET NO. SHEET LIMITS \ ' _ EXA \\ ' API 17 fi Il n�a APN 26027106 ' Nt280fd4 � �J�._ . i'7 1 i I d I 1 I \ I I N III \ P17 R/W I�I: I ' \ APN 260- 271 -06 7C l0A 13A ' ' �9EX R/W APN 200-271.07 ' 1 APN 280-271 -08 APN 260 -27116 AP 25 Y / � 1 t t ❑ DSA TITLE SHEET .- _-8888 8NE) 5..- -_ 8888.-.( 1 k KEY MAP INC 1 SET) .NE) SAFE_ INDEX 2* KEY MAP LEGEND, VOID SHEET. KEY MAP, LEGEND, AND SHEET INDEX B C:3 EXISTING CONDITION AND WET UTILITY DEMO PLAN FOR: 3 SEE SHEET 108 EXISTING CONDITION AND WET UTIUTY DEMO PLAN FOR: 4 EXISTING SIDEWALK . S ..... DRAINAGE MANAGEMENT PLAN 6 - - - - -- EXISTING STORM DRAIN CURB INLET ................................ - - EXISTING STORM DRAIN CATCH BASIN . WEE- UTIHPf PbhN 7* WET UTILITY PLAN 7B WET �...,ri- ' Po.H• & WET UTIUTY PLAN 8A WET UTIUTY PLAN 9 GRADING --Pb1N IB BRABING PbIN wAr GRADING PLAN 10B Tt GRADING PUN 11 GRAD N76 -PMN "Ar GRADING PLAN 12 1 E)RKBHRAiBBHiRBL 13 180.00 HORIZONTAL CONTROL 13A leRI 911TAL�R86 K FIBRKBNRAiBBHiRBL 1S BBL 4& EROSION 96 NT* EROSION CONTROL 16B ERSS 611 68N�BL +7 EROSION-- 66NTRBE W* EROSION CONTROL 17B DETAILS FOR 18 DETAILS FOR 19 (C7.0 DSA INC 1 SET) (132:8 - BSA - INEI --SE:6 VOID SHEET. SEE SHEET 2A VOID SHEET. SEE SHEET 2B (C3.0 DSA INC 1 SET) (C4.0 DSA INC 1 SET) (25.9- BSA -He II --SET) VOID SHEET (C6.0 DSA INC 1 SET) (C7.0 DSA INC 1 SET) VOID SHEET. SEE SHEET 7A VOID SHEET. SEE SHEET 7B (CB.0 DSA INC 1 SET) VOID SHEET. SEE SHEET 8A (09.0 DSA INC 1 SET) (C15.0 DSA INC 1 SET) (CI0.0 DSA INC 1 SET) VOID SHEET. SEE SHEET 10A T EXISTING EDGE OF PAVEMENT ...................... EXISTING CONTOURS .. 1 VOID SHEET. SEE SHEET 108 (C71.0 DSA INC 1 SET) VOID SHEET. SEE SHEET 11A (C12.0 DSA INC 1 SET) C13.0 DSA INC 1 SET) VOID SHEET. SEE SHEET 13A (C14.0 DSA INC 1 SET) (C15.0 DSA INC 1 SET) (C16.0 DSA INC 1 SET) (017.0 DSA INC 1 SET) (C18.0 DSA INC 1 SET) (C19.0 DSA INC 1 SET) VOID SHEET VOID SHEET VOID SHEET. SEE SHEET 16B VOID SHEET. SEE SHEET 16B VOID SHEET. SEE SHEET 17B VOID SHEET. SEE SHEET 17B I \ ` I (P) \\ D \\ `�'�\ ' PROP. STORM DRAIN RIP RAP (PVT) ....... SDRSD AN ................ 1 �) / \ \ \\ ' PROP. STORM DRAIN PIPE (PVT) ....PER PLAN L 1 I \\ \ 6\ PROP. PERFORATED PIPE (PVT) ............ PER PUN P I B PROP. STORM DRAIN CONCRETE ............ ________........... . SPILLWAY /SWALE (PVT) PROP. STORM DRAIN CATCH BASIN,_......... SDRSD D- 08 ............... _ - -- )- B \\ TYPE G-2 (PVT) L - - PUBLIC: LiTKINBOIT PLANS FOR PUBLIC IMPROVEMENTS WITHIN SAN ELIJO AVENUE, MONTGOMERY AVENUE AND MOZART AVENUE, SEE IMPROVEMENT PLAN 14203 -I. CHANGE NO.I DESCRIPTION ® / PROP. MODIFIED TYPE D CONCRETE ......... SDRSD D -75 BROW DITCH (PVT) PROP. 4' PVC SEWER LATERAL (PVT)- .. .SDRSD SS -01 �)� PROP. 4 PVC SEWER CLEANOUT (PVT) .... SDRSD SC -01 (TYPE B).___. -S � 1' ^ PROP. 1• AND 2• PVC ...................WAS WS-01, W5 -02 .......... WATER SERVICE (PVT) PROP. Y REDUCED PRESSURE .. .......WAS YAi -01 ............... - -® f� s •' -� \ i' BACKFLOW PREVENTION DEDUCE (PVT) .. PROP. 6" PVC FIRE SERVICE (PVT) ............ WAS WF -0S WR- 02 ...... .� PROP. V REDUCED PRESSURE .. ........WAS WF -05 ...... • BACKFLOW PREVENTION DEDUCE (PVT) R MN 2e62B1re I N CONNECTIONTMENT... � 12 1 ' PROP. 60 TYPE 'G' (PVT) ..... SDRSD 0-01, G-10, G-11 LLS,1, • :, ukk- THE GRADINGS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO ME PUNS THE CURRENT CITY OF ENCINITAS ENGINEERING DEPARTMENT STANDARD SPECIFICATIONS, THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS, AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. GRADING SHALL CONSIST OF CONSTRUCTION OF ALL CUTS AND FILLS SHOWN ON THESE PLANS AND OUTLINED IN THE EARMINORK SPEOFICA77ONS. ALL GRADING DETAILS SHALL BE IN ACCORDANCE WITH THE CITY OF ENCINITAS GRADING ORDINANCE 1. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONS7RUCRON (GREENBOOK), 2018 EDITION 2 CALIFORNIA MANUAL ON UNIFORM 7RAFFIC CONTROL OEHCES 2016 EDITION 3. STATE OF CALIFORNIA DEPARTMENT OF 7RANSPORTAIlm US CUSTOMARY STANDARD SPECIFICARONS 1018 EDITION. 4. SAN DIEGUITO WATER DISTRICT STANDARD SPECIFICATIONS I. CITY OF SAN DIEGO STANDARD DRAWINGS FOR PUBLIC WORKS CONSTRUCTION, 2018 EDITION. nll PLANS 2018 EDIRON. 4 J. WATER AGENCIES STANDARD DRAWINGS. LEGEND �1(BTN(J EXISTING S SYMBOL LEaM CTV EXISTING TELEPHONE ..... T T EXISTING EDGE OF PAVEMENT ...................... EXISTING CONTOURS .. 1 195 EXISTNG GRADE ELEVATION .. r rl. \/ EXISTING CURB & GUTTER ...................... . . IMPROVEMENT EXISTING SIDEWALK . EXISTING PEDESTRIAN RAMP ..... ..... . ..... EXISTING STORM DRAIN PIPE .... - - - - EXISTING STORM DRAIN CLEANOUT .. ............................... - - - - - -- EXISTING STORM DRAIN CURB INLET ................................ - - EXISTING STORM DRAIN CATCH BASIN . \`f OF PROP. , Tt 180.00 eV D �.� PROP. STORM DRAIN CURB INLET (PVT) ... SDRSD D-02 (TYPE B) - - - - - Fq� •'r• r' DRAIN :'rr :r IIII O i PROP. s Tom DRAIN CLFANOUT (PVT). � - � � SDRSD D-09 (TYPE A) ..... a] I \ ` I (P) \\ D \\ `�'�\ ' PROP. STORM DRAIN RIP RAP (PVT) ....... SDRSD AN ................ 1 �) / \ \ \\ ' PROP. STORM DRAIN PIPE (PVT) ....PER PLAN L 1 I \\ \ 6\ PROP. PERFORATED PIPE (PVT) ............ PER PUN P I B PROP. STORM DRAIN CONCRETE ............ ________........... . SPILLWAY /SWALE (PVT) PROP. STORM DRAIN CATCH BASIN,_......... SDRSD D- 08 ............... _ - -- )- B \\ TYPE G-2 (PVT) L - - PUBLIC: LiTKINBOIT PLANS FOR PUBLIC IMPROVEMENTS WITHIN SAN ELIJO AVENUE, MONTGOMERY AVENUE AND MOZART AVENUE, SEE IMPROVEMENT PLAN 14203 -I. CHANGE NO.I DESCRIPTION ® / PROP. MODIFIED TYPE D CONCRETE ......... SDRSD D -75 BROW DITCH (PVT) PROP. 4' PVC SEWER LATERAL (PVT)- .. .SDRSD SS -01 �)� PROP. 4 PVC SEWER CLEANOUT (PVT) .... SDRSD SC -01 (TYPE B).___. -S � 1' ^ PROP. 1• AND 2• PVC ...................WAS WS-01, W5 -02 .......... WATER SERVICE (PVT) PROP. Y REDUCED PRESSURE .. .......WAS YAi -01 ............... - -® f� s •' -� \ i' BACKFLOW PREVENTION DEDUCE (PVT) .. PROP. 6" PVC FIRE SERVICE (PVT) ............ WAS WF -0S WR- 02 ...... .� PROP. V REDUCED PRESSURE .. ........WAS WF -05 ...... • BACKFLOW PREVENTION DEDUCE (PVT) R MN 2e62B1re I N CONNECTIONTMENT... � 12 1 ' PROP. 60 TYPE 'G' (PVT) ..... SDRSD 0-01, G-10, G-11 LLS,1, • :, ukk- THE GRADINGS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO ME PUNS THE CURRENT CITY OF ENCINITAS ENGINEERING DEPARTMENT STANDARD SPECIFICATIONS, THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS, AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. GRADING SHALL CONSIST OF CONSTRUCTION OF ALL CUTS AND FILLS SHOWN ON THESE PLANS AND OUTLINED IN THE EARMINORK SPEOFICA77ONS. ALL GRADING DETAILS SHALL BE IN ACCORDANCE WITH THE CITY OF ENCINITAS GRADING ORDINANCE 1. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONS7RUCRON (GREENBOOK), 2018 EDITION 2 CALIFORNIA MANUAL ON UNIFORM 7RAFFIC CONTROL OEHCES 2016 EDITION 3. STATE OF CALIFORNIA DEPARTMENT OF 7RANSPORTAIlm US CUSTOMARY STANDARD SPECIFICARONS 1018 EDITION. 4. SAN DIEGUITO WATER DISTRICT STANDARD SPECIFICATIONS I. CITY OF SAN DIEGO STANDARD DRAWINGS FOR PUBLIC WORKS CONSTRUCTION, 2018 EDITION. 2. STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTAIM U U.S. CUSTOMARY STANDARD PLANS 2018 EDIRON. J. WATER AGENCIES STANDARD DRAWINGS. LEGEND �1(BTN(J EXISTING S SYMBOL EXISTING CABLE TELEVISION UNE .... ............................... C CTV EXISTING TELEPHONE ..... T T EXISTING EDGE OF PAVEMENT ...................... EXISTING CONTOURS .. 1 195 EXISTNG GRADE ELEVATION .. r rl. \/ EXISTING CURB & GUTTER ...................... . . EXISTING CURB .. .. EXISTING SIDEWALK . EXISTING PEDESTRIAN RAMP ..... ..... . ..... EXISTING STORM DRAIN PIPE .... - - - - EXISTING STORM DRAIN CLEANOUT .. ............................... - - - - - -- EXISTING STORM DRAIN CURB INLET ................................ - - EXISTING STORM DRAIN CATCH BASIN . EXISTING SEWER . - S- EXISTING SEWER MANHOLE �1 aXUyINTrTB.yae;,a:arala:an EXISTING GAS EXISTING PARKING STALL ..................... EXISTING ELECTRIC ..... ---- { - - - -- EXISTING PARKING UGHTING . ................... j EXISTING STREET UGHTS a- YE EXISTING RETAINING WALL ........... ............................... fir•, EXISTING TREES ..................... ............................... I EXISTING SLOPES .______ ______ ......................... _ L EXISTING TOP OF CURB ELEVATION .. ............................... 31 3g.5� EXISTING CHAIN UNK FENCE EXISTING BROW DITCH IJ� 1. THE DEPTH OF THE GAS AND ELECTRIC FACIUTIES SHOWN HEREON IS ASSUMED TO HAVE A 3' MINIMUM COVER OVER THE PIPES. 2.THE DEPTH OF THE DOMESTIC WATER FACIUTIES SHOWN HEREON ARE ASSUMED TO HAVE A TYPICAL DEPTH OF 3.5 TO THE TOP OF PIPE WITH A MINIMUM COVER OF 3' IN SOME AREAS 3. THE DEPTH OF THE FIRE SERVICE FACILITIES SHOWN HEREON ARE ASSUMED TO HAVE A TYPICAL DEPTH OF 4.5' TO TOP OF PIPE PATH A MINIMUM COVER OF 3' IN SOME AREAS. 4.THE MINIMUM SEPARATION BETWEEN PIPES SHOWN HEREON IS 61. THE CONTRACTOR SHALL PROVIDE SAND CUSHIONING AT THESE LOCATIONS. 5.THERE ARE SOME EXISTING UTILITIES IDENTIFIED AS 'UNKNOWN". THE CONTRACTOR SHALL POTHOLE TO CONFORM THEIR LOCATION AND PROVIDE THIS INFORMATION TO THE PROJECT 1' I PROP. CONCRETE SIDEWALK (PVT) " " -- SDRSD G-07 ARCHITECT AND ENGINEER-OF-WORK PRIOR TO COMMENCING WORK i t 6. THE UTILITY CROSSING INFORMATION SHOWN HEREON J A GUIDE FOR THE CONTRACTOR. PROP. TRUNCATED DOMES (PVT) 8888.. _ SDRSD 1030 . . . . . . . . THE CONTRACTOR MAY HAVE TO MAKE ADDITIONAL ADJUSTMENTS. THESE ADJUSTMENTS, l IF ANY, SHOULD BE PROVIDED TO THE PROJECT ARCHITECT AND ENGINEER -OF -WORK. \ I I ® PROP. TRENCHING DETAILS .__. _ SDRSD D -60 �y� I Cr0 -00� 7. THE DOMESTIC WATER VALVES SHOWN HEREON SHOULD BE AS FOLLOWS: ' 0' 25' 50' 100' FOR STORM DRAIN (PVT) PROP. TRENCHING DETAILS ._. _ SDRSD SP -02 C0 -� ] 3" DUCTILE IRON FLANGED TEES /CROSSES 8A 11A ® 4 HO , FOR SEWER LATERAL (PVT) Y FLANGE BY FLANGE RESILIENT SEAT GATE VALVES T 1 ID PROP. TRENCHING DETAILS ........WAS NP -02 \ TTTTTTT ■TTTTTTT ■�TTTTTTT ■� TTY TTTT■ TTTT■ TTTT■ TTTT■ TTTT■ TTTT■ TTTT■ TTTT■ TTTT■ TTTT■ TTTT■ TTTT■ TTTT■ TTTT■ TTTT■ OCWO CSBT FOR WATER SERVICE (PVT) AND � 3" VAN STONE SUP FLANGE PATH PVC REDUCERS (SOLVENT WELD CONNECTIONS) AS ��A ill. any FIRE SERVICE (PVT) V ETTLER T EWECK REQUIRED. (Eh EXISTING BUILDING 'E' TO TO REMAIN y y Fa s GONG. THRUST BLOCK P WAS WT -01 11 L (M): EXISTING BUILDING 'M' TO TO REMAIN Na c463se ( T) " " " " " "' 0 STORMWATER POLLUTION COWHOL ��S s Ev. 6-30-2022 z VALVE SUPPORT BLOCKS (PVT)........... WAS WT -02 E N G I N E E R I N G MODIFICATIONS OR REMOVAL OF THE STORMWATER POLLUTION CONTROL FACILITIES WITHOUT A (P): EXISTING PORTABLE BUILDING TO TEMPORARILY TO REMAIN PLAN VIEW + + 620 5TH AVENUE, SUITE 675 SAN DIEGO CA 92101 PERMIT FROM THE CITY IS PROHIBITED. A -D, F, J, L: PROPOSED FUTURE BUILDINGS - PAD GRADING ONLY SCALE: 1" = 50' �'4 N tc EXISTING SURVEY MONUMENT AS NOTED a 619 269- 3444I1 f:619269-3459 www.kettlerieweek.com APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY DRAWN BY CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. SRN 7.27 -20 INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: KEY MAP, LEGEND, AND SHEET INDEX FOR: DESCRIPTION: N: EA TSIDE FNDHW101pC FCHESTE CHESTERFIELD PUBLIC WORKS DATE: 06 -29 -2020 1888 MONTGOMERY AVENUE CARDIFF LOCATION: EASTSI O GUARDRY 101.0E CHESTERFIELDAND $L2V21'V NOWR.k W OF THENORTH END OF GUARDRAIL STEVEN C. KETTLER DATE PLANNING- C -�,.ti STEVE NOWAK IVY EDWARD J. WINNER SCHOOL DISTRICT 14203 -G RECORD FROM ROS 18416 R.C.E. NO.: C48358 CITY ENGINEER ELEVATION: 73612 DATUM:NAVD88 REVIEWER 7.27 -20 260 - 340 -02 SENIOR ENGINEER DATE INSPECTOR STEVEN C. KETTLER EXP.: fi -30.22 DATE DATE PLANNING CASE NO: 18 -120 CDP SHEET 2B OF 4 NEW SHEET `_J so 0 mm U m dm wm oS N n� ni ra N WQ ae v W oZ �a `_J so 0 mm U m dm wm oS N n� ni ra N WQ ae v W oZ �a �' i ` 3 _ - \ N GENERAL TREE NOTE8 ExISTWQ KEYED' NOTES J o $ \ 1. ALL CITY TREES SHALL BE PROTECTED IN PUCE �!IE IMPROVEMENTS P.� 4 7 1 1 ;B, /n1 .- "- '�•no. _ _.+._'� /\� } y \X /�.- // �� 7711\\ 2. NO WORK NLL BE AF:XX � PROPERTIES 0117100V 50 FEET OF THE O EXISTING SEWER MANHOLE ❑1 EXISTING STREET LIGHT • ` 1 \1 \ ml° i (f O ❑2 EXISTING CONCRETE CURB AND GUTTER 2 EXISTING 8" YCP SEVER PER ENGG NO 76 -1904 I!I ❑3 EXISTING CURB RAMP NTH TRUNCATED DOME (PER CAMPUS TREE EViLLUAnLW/ARBORISYS REPORT DATED J-5 -19 O EXISTING 8" PVC SEWER PER ONO N0. 10068 -I Q EXISTING CONCRETE SIOEWALK 1 • ' 1 PLAN VIEW BY ABORGA7E CONSULTING ING, O 5 EXISTING CHA/NLINK FENCE _' /� \\ 4 EXISTING SEWER MANHOLE PER OMG Na 10068 -I ❑ '- '- —''� T .� -- \ / APN 027'404 1. PROTECnO4 BARRIER: A PROTECTION BARRIER SHALL BE INSTALLED ❑ 1 \ 5 -W_ _ \ \ ,,� ® 8 EXISTING CONCRETE DRIVEWAY rr AROUND THE TREE (W 177EES ro BE PRESERVED. THE BARRIER SHALL 5 EXISTING 10" VIP SEINER PER ENCG WD 76 -2904 7 EXISTING POWER POLE WITH STREET LIGHT (COBRA) SCALE: 1 = 30' o' 15' 30' so' 0 ❑ BE PLACED AS F R 6' HN9l CHAIN -LINK FENCING THE BARRIER SHALL © EXISTING PARKING LIGHT _ _ \ �w BE PLACED AS FAR FROM THE BASE OF THE TREE(S) EA POSSTBL£, © EXISTING SEVER CLEANWT (PVT) „ r 1 ' "`� / 4 \ 1 \ E)ISTNQ EASEMENiB � PREFERABLY AT OR BEYOND THE DPoPLlNE 8BQ THE HEALTH Q E105nNC CURB RAMP (NO TRUNCATED DOME) -- 7 EXISTING 4" PVC SEVER PIPE PVi `\\ FASTING EASEMENT FOR PUBLIC HIGHWAY AND INCIDENTAL PURPOSES CLEARANCE RADIUS THE FENCING SHALL � MAINTAINED IN GOOD O (PVT) 10 EXISTING CONCRETE CROSS QUi7EA - `l'``,- IN THE DOCUMENT RECOREDE0 MAY 26, 1949 AS INSTRUMENT N0. REPAIR THROUGHOUT THE WRAnpV OF THE PROJECT, AND SHALL NOT O �� SEWER PIPE (PVT) 11 EXISTING DEMOUNTABLE POST 1A 9 - i 0 >'\,+^ f `.\ `• r \ 47367 AS BOOK 3209 PAGE 30 OF OFFICIAL RECORDS. 7HE LOCATION BE REMOVED, RELOCATED, OR ENCROACHED IRON W IHOUT PERMISSION 7 " 12 EXISTING STEET NAME SIGN OF THE EASEMENT CANNOT BE DETERMINED FROM RECORD THE ARBORIST INVOLVED. O ❑ 9 EXISTING SEVER CLEANWi (PVT) k l 1 \ \ \JM4,� \ INFORMATION. 13 EXISTING TRAFFIC SIGH { ' / I i� 'I FJ05BRG (� (� m G� 13 \ \ ` APN 2802'/i -OB 2 SIORAf Of MATERIALS THERE SHALL BE NO STQWGi OF MATERIALS E07M SE� � P 2 j B1MOWC i ( 1 5 / �w• ` '\� \ \ EXISRNG SURVEY MOMJIk6�RS OR SUPPLIES OF ANY KIND W74W THE AREA OF IRE PROTECTION ® (�) 14 EASTING CHAINLINK FENCE GATE S APN f �1\�r' ,\ \ \ \ \ \ r ^ �' 1 FOUND J 4" WON PIPE WITH PLUG MARKED 1S SOW 70 REMAIN, ZONE. CDNCRE7E AND CEMENT MATERIALS BLOCK, STAVE SAND AND GORTON ro BE RECONSTRUCTED 15 EASING O7NCRf1E CURB �) 1 f 1 •{N O / SOIL SHALL NOT BE PLACED WITHIN THE PROIECTOW ZONE O- THE 1 4 i U (! j J , \ \ -� PR07ECY IN PUCE 18 EXISTING CONCRETE RIBBON GUTTER 1 w I / FX TREE 17 EXISTING CONCRETE SUB 280- 271.08 TQ FOUND LEAD AND TACK PER CORNER RECORD 14355 70 REMA8�4 O ❑ �O ' / (� �1 \ .ec� PR07ECT IN PLACE 3 FUEL STORAGE: FUEL BE PRE SHALL NOT EL NG, SEREOI TITIAN 150 1 FASTING 8" ACA WATER 18 EXISTING TRASH ENCLOSURE ptS 21 ( ,Y '\ 1 i 5 I-7 } \ 8 1{ \ FEET OF ANY TREE UI 8E PRESERVED. REFUELING, L NOT BE AND O DUSTING 8" AC WATER PER ❑ i EX AL . I T \! MAINTENANCE C1� EQUIPMENT AND MACHINERY SHALL NOT BE PERMITTED DNG SON) NO 1982 -101, 101 19 EXISTING CONCRETE WALKWAY 4! 5 5 / I 5 \, \s\ 1 , MTHIN 150 FEET OF PROTECTED TREES EQUIPMENT THAT LEAKS O EXISTING 6" ACA WATER ® EXISTING CONCRETE STAIR NTH RAILINGS ,� HYDRAULIC FLUID SHALL BE REMOVED FROM THE SITE IMMEDIATELY. YYY"' l \II I ,aN,62 °4135' E 140.1 "'' ,`\ \ \ \ / 0.4 EXISTING HYDRANT 21 EXISTING EDGE OF AC PAVEMENT 4 DEBRIS AND WASTE MATERIALS:- DEERS AND WASTE FROM tut 8 4 I \ ,. aas ``' `\ T \ \ CONSIRUC17CN OR OTHER ACnWTES SHALL NOT BE PERMITTED X1n9N OS EASING IRR/CAl1QV PULLBOX (PIN) Q FASTING 6" POST /T• THE PR07EC77ON ZONE WASH DOWN OF CONCRETE QP CEMENT OB EXISTING IRRIGATION VALVE (PV7) © EXISTING CONCRETE STAN \ \\ \ �\ \ 1 HANDLING EQUIRM NT, IN PARTICULAR. SHALL NOT BE PERMITTED WITHIN 7 F.JOS77NC WATER SERVICE WITH WS71NC WATER Q f105nNG CONCRETE RAMP 5 I `,aF \�Y,1'\ ), 150 FEET D� PROTECTED TREES O METER BOX 2 WATER Mf1E2 EXISTING PEDESTRIAN RAMP 5 5 \ 15 I v I } / ` ``, ` 4 \ \ �. 7 5 GRADE CHANGES GRADE CHANGES CAN PAR77CULARLY DAMAGING Na 13041461) 99 EXISTING SPEED TABLE 1� / I / ^ \ \ S ro TREES EVEN AS LITTLE AS TWO INCHES OF FILL CAN CAUSE THE 8 EXISTING 2" WATER BACKELOW PREVfNroR (PVT) 1! \..r \ I lVV/ 1 } DEATH OF A TREE LOWERING THE GRADE CAN DESTROY MAJOR O 2© EXISTING METAL Fq.A7E IB _ `• 1 A. i - APN 280271.OY PORTIONS OF A ROOT SYSTEM ANY GRADE CHANGES PROPOSED 0.9 EXISTING IRWGAIKW CONMO. FED (PVT) ® ENS77NG PEDESTRIAN CROSSING (YELLOW PAINT) 1 1 . SHOULD LE APPROVED BY A REGISTERED CONSULTING ARBORISi 1 EXISTING WATER VRV£ P EXISTING 1RUNCAtEO DONE x \ BEFORE CONSTRICTION BEGINS AND PRECAUTIONS TAKEN ro M nGAIE (� k 21 POTENTIAL INAIRES 11 EXISTING 4" FIRE SPRMJRLER BACKFlAW ® EXISTING PARKING SIGN Zj RI i i tr" I 4' m. / / PREVENTIVR (PVT) 31 EXISTING FUG POE > J 8 1 0, j /1 / / 4.. �\ ` \ \ /tX / 6. DAMAGES ANY DAMAGES OR INJURIES SHOULD BE REPORTED TO THE Q EXISTING WATER METER BOX (PVT) ❑ 1 1 I , $ R \o PROJECT ARBOWST AS SOON AS POSSIBLE SEVERED R0075 SHALL BE ® EXISTING POWER POE q, / / i f 1 P. I 1 EXISTING 2" WATER LINE P / BROKEN CLEANLY TO HEALTHY TISSUE USING PROPER RDI PRUNING TOOLS © (� ® EXISTING STREET LIGHT (COBRA) APN 280.271-08 BROKEN BRANCHES OR LIMBS SHALL BE PRUNED AOCOIOWC ro 14 EXISTING 2" COPPER WATER SERVICE P Y�qy� INTERNATIONAL SOCIETY O' ARBORICULTURE VEST MANAGEMENT Q EXISTING 4" FIRE SERVICE P (� © EXISTING ACCESSIBLE DROP OFF CURB I H 15 / sr, 1 V ` 9 \. \ i • PRACTICES - PRUNING", AND ANSI A -300, PART 1 PRUNM'G (VI) Evs7iNC ELECTRICAL POWER POLE !, i _..5 / . , 7 // / / / ,7. . / IIIJJJ - -- +' , \\ \I rA 8 1 STANDARDS 18 EXISTING 4" PAC SCH 40 PIPE (PVT) MISCELLANEOUS / �` ! ? \ \\ \ 1 7 PREVENTIVE MEASURES PRIAV/NC OF THE TREE CANOPIES AND 0 EASING WATER SERVICE WHIN EXISTING WATER 1 ♦ \ \ METER BOX 5 WATER METER N0. 13090826 ® EXISTING PALM TREE TO REMAIN, PROTECT IN PUCE 1 \ '?r.* "/ / 1 / Br /' ' 1\ \ ♦ \ BRANCHES SHOULD BE DOVE AT THE DIRECTOR( OF THE PROJECT (�' ) SEE LANDSCAPE PUNS ARBLWIST TO REMOVE ANY DEAD OR BROKEN BRANCHES AND ro 1® EXISTING WRIOAnOIJ SERVICE WITH EXISTING ® EXISTING PAUL TREE TO BE REMOVED SEE 8 \ \ `APN 280. 27'416 PROVIDE THE NECESSARY CLEARANCES FOR THE CONSTRUCTION IRRIGATION METER BOX (1 1 WATER METER. / 1 , m Jf L -- r •V : r / C LANDSCAPE PLANS 5 0 \\ \ EQUIPMENT. N0. 13041388) DUSTING 7REE 70 •�' EXISTING WATER SERVICE MTN EXISTING WATER ® LANDSCAPE PLANS REMAR; PROTECT IN PLACE SEE \\ \\ a \ METER BOX (1' WATER METER, Na 13041293) ® EASING TREE ro �' REMOVED SEE LANDSCAPE �� / 1 / I r ; / ( o, / `, \ I \ L\ \ \\ •'� EXISTING 2" COPPER WATER SERVICE (PVT) 4 ' ' ® Q EXISTING SHRUB v- IN, \ a' / EXISTING WATER ERIE (PVT 0 1888 WIBNTGOMERI�VE f , 1 , ' Pr / , ...2. %4.. 8 ,1 ``, l 8 \ \ // 260-21416 EXISTING MAIL BOX APN 28b 0-.02 J ® EXISTING 2" WATER BACKFLOW PREVENTOR (PVT) © FASTING PLANTER BOX •1 I i i /' T / "/ / i °j° P //// ' f : \, / i ® EXISTING HYDRANT 70 BE REPLACED AND ® EXISTING DIRT SHOULDER l ��y, 1 EXISTING PLANTER WALL TO REMAIN; PROTECT IN 1 / } T i / �� c / a / / 4 r .._. e - +t `` STORM UPGRADED i0 A COMMERCIAL TYPE FIRE HYDRANT O PUCE l 'r i1 \�`, DUSTING SPIN ORAD GRATED KEY ® AP VICES (IE LUIS O TIE OfiLE O CRAMS AND LOCAL. � � _-j, (P�) SERVICES (OGALS) BGWDARY 5 : / ,% \ / ` / Y / / : r� ` \°t, } \ \��'.. 1 0.2 EMSIING RUBE SIDEWALK UNLERORANS OPVO 2 \ DRY UTILITIES I� \ •I I 7 ?�. // ' �,� 1// �, 8 31 �/ 7 LOT/ �' $ /h 1 1 (P1� 0.1 EXISTING SOW ELECTRCAL TRANSFORMER !X � - � 1! \\ EX/57NC STORM DRAW CA7pl BASIN \ EASING STORM DRAIN CEANWT (PVT Q DUSTING GAS VALVE 1 I i jI '" !' .g" 1 ;+• / �y� $ 5 \ { / 9 -- 19 5 _'� �`� \ +,.^ / \ \ i l C�) EXISTING ROTIEO DRAW (PVT) OO DUSTING SOW ELECTRICAL VAULT WING __ CM OUILET 1 I i I w, / / / ®. /i ' B /! • B . ' \ 8 / ,. - `�� / \ 1 Q EASING 1Y PVC S1(XN DRAM (PVT 0 EXISTING STREE ELECTRICAL IGHPI PULLBOX EXISTING STREET LK7li PILLBOX (VO © EXISTING ELECTRICAL METER E70511NG B" PLC S7AP,M DRAW P 0.j DUSTING TELECOMMUNICATION BOX _;.-1,- 11 0.9 EMSTWG 4" Pic STOREI OWW wo ® EXISTING FIRE ALARM PULLBOX // \.. 1 ® DOSING 8' PIC 51A71/ 04AW (PV(J 09 DUSTING POKER BOX i - - 5 _ / / 5 / / // s 1 . " : j 1 % 1 _ 8 \ ® EXISTING COMMUNCAnOV BOX 1\ 14 / l '.. / i / ' i /% -.' APN 260-27402 10. E10.51ING DIUMI,I(E FLUAE (PV!) 11 EXIS77NG GAS LINE ly '1 8 /'i /•'.�,i /- 7 7 1 `r / �` © DUSTING OPEN DRAINAGE DRAW (PV (P ® DUSTING MECOMWNICAnW LINE (IN) EXISTING ELECTRICAL LINE A BOLDING 1U \ 7 2 \\ \\ EASING 8" PVC STQ411 DRAW P , 1 r/ 1 5 r ``,� \\ ® DIS7WG SICK DRAW LWAIED W7ET (PVT) �iF NOT$ m J'17 it II iIL� EA G'iDi T, INCLUSINC� 9 / / /// ''./%.i' i;%,. 5 \ `4\ ' t� \\ '+'< ' \ ` \\ i \ E; II 1 I a, T NOT IR PLAY / mil �. /J �/ 7 / i `DZ ` \ \ 1. SE TON T NO. 4 OF 26 FOR PUBLIC STREET d z „ \ 7'. �% i ', v t\ \ \ 1 \ PU91 IC MPiiDVB@R PLANE ° nd I �. ❑� EQUIPMENT, RESILIENT / 1 J � 9 - �•-_ - -� 5 7 \ \ \ \ 7 \ NOR PUBIC IMPROVEMENTS MTHIN SAN EUJ) AVENUE. 2 FOR DEMOLITION O' ALL BOLOWGS HANDSCAPE AND a m 19 SURFACE, SU A$ ETC. 8 '•;.,. / \ '6T \ v is i I 7 l r ! � \a \ / 1 )- 1 \ MONTGOMERY AVENUE AND MOZART AVENUE, SEE OTHER SIRE IMPROIfAIENIS SITE ARC6TEC11WR o m ii 1 L } i' i%ii .� 1 y'. 8 ^'l \`. 1 PLANS AS PART O' THE DSA PUN SET. w m 1 7 t \ IMPROVEMENT PUN 14203 -L 0 60 ,I ¢.y 1 1 %�� \`C'% 01 �, \ 't\ / ' \ _ \ APN 2802'74 -08 t2 —" ' 3 FOR DEMOJ71(M' O' DRY U1NJ71E5 (LE. GAS z O r'— ELECTRICAL AND 7ELECOMMUWCATI(:N). SEE w a w Jl 9' �\ \ \ •• akN `�/ �'''� / 1, ;' �i' 1 r , A� 9 �.�(J\ ' ,C � 1 \ . \ \ EX �, ELECTRICAL AND MECHANICAL DEMGITKAV PLANS z N i J i 8 4. FOR ALL WORK IWn6N THE ADJACENT RIGHT -OF-MIX u,°yQ REFER TO IMPROVEMENT PLANS DING Na 1420) -1 \\ 7 p,\ 8' ,1 i:;.5J' ` r.\ �° 7( �S \\ \\ \\ \\ �\ \ \ \'~um \. \ �\ . \ \ \ \\ k o +i I \ \\ _ ' 1 j iii ' o '% OOSIIMG / \ � \\ \ \ l \ Rµ0FE95/ wax — _._�.. 7 { 7 o c. KETTLERLEWECK �{ < / Y \ \ Ke i ``\ (' 4 \ \\ � �s a \\ (♦ N N :.. 8888881 v Na C18J76 �i E N G N E E R N G � bw 303 A STREET, SUITE 302 (WE SHEET 4) SAN DIEGO, CA 92101 i CIVIL * 1: 619 269 -3444 1 E 619 269 -3459 44.0 C L 140 www.ket0erleweck.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED B : 1 DRAWN BY: 1 CHECKED BY ENGINE LNG DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. 1 REVISED SHEET NUMBERS SRN 7 -27 -20 INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECO V EXISTING CONDITION PLAN FOR: DESCRIPTION :T IRON PIPE BRASS DISC STAMPED EFIELD 7322 PUBLIC WORKS DATE: 7 -E -19 7888 MONTGOMERY AVENU` . ., LOCATION: EAST BIDE OF NS HWV 101.0E CHESTERFIELD ANO 14203 -G STEVEN C. KETTLER DATE {/ RC.E. NO.: C48358 STEVE WAK EDWARD J. VIER CARDIFF SCHOOL DISTRIC WOF THE NORTH ENO OF GUARDRAIL PLANNING % i// CITY NG - PHASES 1 AND RECORD FROM ROS 18416 REVIEWER ` . °� � •� .19 260- .340.02 1 ELEVATION: 73612 DATUM: NAVD88 SENIOR ENGINEER DATE INSPECTOR STEVEN C. KETTLER EXP.: 8 -30-20 DATE DAT PLANNING CASE NO: 18-120 CDP SHEET 3 F 26 0 43 EXISTING KEYED NOTES SITE IMPROVEMENTS ® 3F SHEET 3 (SEE SHEET 3) r EEEE� i•�, r ,.� r/ EEEE� EEEE� EEEE� -� E� MISCELLANEOUS + -`+�%j \ , �..\�''� ; /� ® SEE SHEET J m �; 17 I I \II I, i i. 9 8 �`` i-i /-. '� 1 , ' IDOSIILG BIATDEIG \��. \ y \ `4., \ , \ \1 �@*.�` \ \ \\ OY SEE SHEET J 1\ 1 I 11 / � 14 �� IJ T I, u D9s>R/c owc EXISTNQ KEYED NOTES /ii i i \ \ i r 1 , - '6 % %-' + / z. •\, \� \ SENffi 1 I ; 5 •ve i :{ \l . >I l\ i R I 7 - g - %' ,� ' _ _ ____ 14 r\ y 04750 // L�,3S 4 \\ \} \\ 0 SEE SHEET J 1 _ 1 \ 1 I T -i�(( 9` - } i /'� 8-2000' ' VY 8 1 \�' \ + 19 I '� } e., 11 • 1� ( 8 \' �` 9 `// 9 . ,i,. JYS' '. 2 \ \ 1Y91EH i + \ % 1 1 '}� 1 STING IDT LOT, UOVNG RAJ l \ \ Q SEE SHEET J T�21 ' 1 + -___— _ } \ \ I ( ' I \ a° /L--- yl I 1 NOT LIMIST PLAY.". 8 s=d7• j i \ \\ STORM DRAIN tW , i 1._.�_. — �._._. \ �-* - I 9 !., E L AND RI / ( /' / } ;a '` \\ sFd� 1 i kit 11 \\ I \ 1 T "yam, I 1 11 / TO REMO4ED A5v ETC. \\ La12 �'. ✓/ I \�\ ® SEE SHEET J I \ I I 1888MONTGCMERY A UE, -_� FJOSm BUIL06VG 1 1 \�® D •w' ma````y / I I �.' \ /APN z90 -Bawm w I E)US7NG EA9B9ENf8 }\ A . � L, ,' / ' _ S 1\' \ EXISIMIG EASEMENT FOR PUBLIC HIGHWAY AND INCIDENTAL PURPOSES I t, IN THE t L' ._ .._ _._ 1 Da2TL'IJ' ;31 i `14 4 1 + \ \ + \ t { .•r 1 1 R a 79 1 ! V �/ 1 47767 AS BOOK IX 7209 PC MA OF OFFICIAL RECORDS IXT N0 L�9.50' 1 4624• \ \ \ \ \\ OF ME EASEMENT CANNOT BE DETERMINED FROM RECORD INFORVAWN. /I I i \\ ._. \ 9 1 �- + t --I-�_ '-- ""- / as \ / - ._.._.. .. „'� --- f)( R/E• !� wm �'N� i I E_EJ E h 9 =_ ' -, 1 / T OF 7ION PER / 314N IRON W.I ' I I ! I •.- -. - - �. -- ? iA _ ' i -/ O PROTECT M PLACE n17H PLUG MARKED 15 5078" TO REMAIN. r oocA�NrWrzDPICAas36PZP + °,. _- ' = -L/ RE(;ORDED QN �A1LY J1. 200I \ 11 1 +... / I 5 14 B 5 ; r —'- -1 , 11 v ` 1� yAR ''K .,n,.r� O2 FOUND LEAD AND PER CORNER RECORD 14355 R7 REMAIN, 1 S / uI 8 � 4 y / APN 260-861-18 5 \ _ ' \ \ 1 I 1 p '�`S`" • , _ BJ ".Ss \ _ i. SEE THIS SHEET BELOW FOR DINt AREET SECRNDS 11 cm LS a 19 \\ I \ -� / ` \ .y . L 17 2 2P � '' `t!- ._ '- 2 IMPROVEMENTS SEE ARCHITECTURAL PLANS ASPAR OF OSAgPLAN SET. g •!. 65 ,(� \ \\ ~ f 1 _.1 - J FOR DEMOLITION OF DRY UTILITIES (AE G4$ ELECTRICAL AND R/k ,..� � ` ,'.SI -'"-- 11 ' IX 6• R/ 7ELEC06WAYrARON), SEE ELECTRICAL AND MECHANICAL DEMOLITION PLANS ` 19 '% 4. FOR ALL NEYtK NITHIN THE ADJACENT RIGHT -OF -WAY, REFER l0 I 4 19 a it -I97B - 5 \ '°� / - ' /�L Y / _ . I IMPROVEMENT PUNS DOG N0. 14203 -I <I I 4 1 IX RAY I 5 I'� i s 1 i _ 5 L c6 w07s 1W+Y I SOILS EN BR'S cERT1FIGATE __ -> � I GWF ( wa .� -g /� °•'• (/ 4 /� = /'i �"' ` I I I, AUL 4. GOLTIS, AKCGKTER D DEOTECNNIGAL 54014111 IN THE STATE OF CM.IFIR2tr11 2 # 1 1 LT. T 2 LK 8 5 - - - - -� 4 2 J �� -h '� (Y I PBINGPAILY POING 6USIOUS IN T11E gELO of AAFLIED SOIL NECMANICS, HEBEEY CERTIFY TNM 1 + r1T q 'R • S- •.* �: o \ - ' �+ • I r'= I HMG 9VAIE 1EP ARP ACCEPT THE PINOI NGS AND RECOIANEAPATI0MS eP A iAM/CIR9 AMP STUDY OF c -+ "' S 2 I — i —�` ' } L THE 5011. CONDITIONS PEEVAL ENT VU IN THIS SITE MADE H CTE - CONSTRUCTION TESTING AND h 4 I 1 X M, TH r -_ _ l M 3 \ ♦\ \ �.�- FgaM TAIs S INC. PATER NRY 29 e016 ONE fgMPLETE GPPY OF THE SOILS pTo c arriO 1 11 . -- __�. L. ---__ _ — —� ,o- } /•� ttOM NIS STUD{ WITH THE ACCer1 W w"141 stNPWRONp HAS 6EEN S UEHITTEP TO THE mry T 'I ' ACP - i � a- / �- � DF THE LIIy 6MG(IJEElC. p1RTAERMDRE INAA16 REVIEWEDTRLfE awOiNNG P.ANf pND cERT7FY THWI 1y 3 ' / - -- -APN 2B0-3b1.81.01 \ TMEi4cgMMERVDATIONS INCLUDED IN T'fIE 50115 RE1bRT PoE THIS /ROJECT NAVE SEEN fox ` 4 ` - \ o INCgCro6prw IN 7'lif L AMID SfECI /ICwTONS. I IAPN 2 p1 I + API2 181.06 \� 1 A 80961.81 -D8 SIGNED: TO SS GE NA: E6D6 SSA CRP. OATS: 121 II a,� f•�'y, I N TW�INI iNww Aiw nnNG • °++Fa Go ' r _ I ( l L54150 6E94111k9DO CENTER DEWE, SUITE• Gr 1 SAN OVII CALIR%WIA A1197 lu '"' '• 856- 861 PLAN VIEW SCALE: 1" = 30' o' 15' 30' 60' EVS71NG EvSRNG <w EXIS77NO EUSTRLG EXISTING EXISTING N/W 60' R/W S g w IT 50' R/W o R/W BO R/W EX PDNER I (307 7. (JO7 _ I 1! rn ° (307 ¢ (207 ^ (707 Ei (JO) POLE S 0 1 I o f0' J2' 8- 20' CARDIFF SCHOOL I 10' 40' 10' ' w �? i a IX PORN POLE VARIES I`+ 1888 MONTGOMERY AVENUE O 1 I IX ST LT °m 00.3 1 AND ST Li z APN 280 - 840-02 ( IX ST LT w rw 2{ I a I JT• I o z i 15 18' ra I i 207 15•) 1 T(1' 11 9' _ T� _ apt, ynr z a i YDRANT I I 4 i U a IX FIRE 4 I V u P 1 IX FIRE HYDRANT u �2A7 i�4i I _ I �zA7 i2>q I L111 L2V (?Ai HYDRANT (DIRT) �. EX SIDEWALK 'F A: •. "IX � R I SIDEWALK B AND IX CURB AND EX SHOULDER EX CURB AND IX SIDEWALK J /��J�� EX SIDEWALK GUTTER IX CURB AND IX EDGE OF AC PAVEMENT EX EDGE OF AC GUTTER � GUTTER PAVEMENT (OWT/CONC DWY) CUTTER � - __WAR `A' SAN ELUO AVENUE (PUBLIC) iA1 MONTGOMERY AVENUE (PUBLIC) !C, MOZART AVENUE (PUBLIC) !C� NOT TO SCALE 4 4 NOT TO SCALE 4 �4J NOT TO SCALE 4 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS 1 DESIGNED BY: 1 DRAWN BY: CHECKED BV: ENGINEERING SR 7 -27 -20 INT. DATE PLANS PREPARED UNDER SUPERVISION OF REC D: DESCRIPTION: Y IRON PIPE BRASS DISC STAMPED EWA1 LS7322 UBUC WORKS DATE' 7 -1 -19 LOCATION: EAST SIDE OF NB HWY 101, OF CHESTERFIELD AND STEVEN C. KETTLER DATE STE OW RECORD NORTH ENDS 18416 NL PLANNING // / y/, R.C.E. NO.: C48358 I A RECORD FROM: ROS 18418 REVIEWER j� L L(TLER ELEVATION: 75812 DATUM: NAVD88 SENIOR ENGINEER DATE INRPF(:TnR STEVEN C. KETTLER EXp„ 6 -30 -20 DATE Ow w_ b on- z w w Z zoz a Z ^ wr$ D y rc �mw RROFESSI k c Z `� KETTLER-LEWECK�w u Na C1838B "" E N G I N E E RI N ¢ ELF. 9- 31L1020 +0 303 A STREET, SUITE 302 * * SAN DIEGO, CA 92101 CIVIL S 1: 819 269 -3444 1 C 619 289 -3459 CMAWL www.keWerleweck.com DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. V EXISTING CONDITION PUN FOR 1888 MONTGOMERY AVENU EDWARD J. WI ER CARDIFF SCHOOL DISTRIC _pHASESI AND2 CITY G IE 260- 340 -02 43 D T PLANNINGCASENO: 18- 120CDP SHEET 4 OF - City of Encinitas Stormwater Intake Form for All Developments and Standard / Basic Project SWQMP Project Identification ProjectlApplicant Name. f School District (Cardiff School) PermitiApplication Number: Date: 1 -2 -19 Site Address: 1888 Montgomery A AxN: 260 - 340 -01 and 02 Scope afworWproject description: Cannot litio five 1 -story buildings and three (3)relocatable classrooms; ruction of nine (9) 1 -story buildings antl modernisation o existing buildings. The project also includes cart-site load ur£aca parking, and student play areas. Determination of Project Status and Requlrem This form will identify permanent, post construction BMP requirements. Refer to ndnRas Store water BMP Desi n Manual for guidance. Step 1: Is the project a "development projecP ayoe Do to Step 2 Development projects are defined as ❑ No D WA SC-2 Storm Drain Stenciling or Signage business, or for commerce. "construction, rehabilitation, redevelopment, or reconstruction of an public or rivals projects". Y P P Pan SC-3 Protect Outdoor Materials Storage Areas from Rainfall, Run -On, Stop. See Section 1.3 and Table of the manual for 8 D-4 Mimmiz m cdon Permanent BMP requirements do interior roof guidance. For example, interior ❑ t1p not No SWAMP will be replacements, and electrical and plumbing work plumbing automobiles, tacks, motorcycles, and other vehicles. iced. required. Provide discussion below. are net development projects. (d) New or redevelopment projects that create and/or replace 2,500 square feet or If "No ", provide discussion / justification explaining why the project is not a "development project": Step 2: Complete questions below for Project Type Determination. The project is (select one): ❑ New Development L$ Redevelopment The total proposed, newly created and/or replaced impervious area s: 149,949 8 Is the project in any of the fallowing categories, (a) through (f) below? Yes No (a) New development projects or redevelopment projects that create and/or replaced O WA ❑ ESA, or conveyed in a pipe or open channel any distence as an isolated Now Nan 10,000 square feet or more of impervious surfaces (collectively over the entire • Interior floor chains and elevator shaft sump pumps drain to sewer ETYes ❑ No o Interior parking garages drain to sewer o Yes a N WA the project to the ESA (i.e. not commingled with flows from adjacent lands). project site). This includes commercial, industrial, residential, mixed -use, and public • Pools, spas, ponds, decorative foul and other wafer features 13No o NIA • Food service Yes ❑ No o NIA Note' ESAS are areas that include but are not limited to all Clean Water Act development projects. Yes No (b) Redevelopment projects that create and/or replace 5,000 square feet or more of IS ❑ nexus wash water ❑ Yes Ill ❑ WA impervious surface (collectively over the entire project site on an existing site of sou inca cn If 54Z;-1 throuah 5C -6 not Implemented. Jtm ildi tbn most be provided fur ALL o i1n° eAM parking garages are proposed ;need for future our & structural pest controls not anticipated; No pools, 10,000 square feet or more of impervious surfaces). This includes commercial, icle and equipment cleaning, vehicle /equipment repair & scince and fuel dispensing are proposed; no formal loading doc posed; and misc.drain and wash water not anticipated. industrial, residential, mixed -use, and public development projects. Yes No (c) New and redevelopment projects that create and/or replace 5,000 square feet m ii ❑ more of impervious surface (collectively over the entire project site), and support No (e) New development projects, or redevelopment projects that create and /or replace one or more of the following uses- R 5,000 square feet or more of Impervious surface, that support one or more of the following uses: (I) Restaurants. This category is defined as a facility that sells prepared foods (i) Automotive repair shops. This category is defined as a facility that is and drinks for consumption, including stationary lunch counters and PLANNING categorized in any one of the following SIC codes: 5013, 5014, 5541, 7532- refreshment stands selling prepared foods and drinks for immediate C R.C.E. NO.: C48358 CITY NGI _t 7534, or 7536 -7539. consumption (SIC code 5812). ZR hz Stormwater Intake Form for All Developments and Standard/ Basic Project SWAMP Page 2 of 5 Stormwater Intake Form for All Developments and Standard l Basic Project SWQMP Stormwater Intake Form for All Developments Page 5 of 5 ` and Standard / Basic Project SWQMP WATER QUALITY AND HYDROMODIFICP 1. THE PROPOSED PROJECT SHAD RESULT IN NO IN DRAINAGE STUDY. 2 7HE PROJECT IS NOT EXEMPT FROM THE STATES Project Owner's Certification: 3 THE PROPOSED FINISH GRADING AND DRAIIAfE WHERE IT WILL BE TREATED BEFORE DISCHA I hereby acknowledge that my project is subject to the sormwater quality regulations of the City of 4. THERE IS NO PUBLIC STORM DRAIN AVAAJdWk Encinitas and certify that my project will provide satisfactory stormwater quality measures both during the SAN EUIO AVENUE, MOZART AVEN NOFI construction process and afterwards. If my project is designated as a Priority or a Standard Project, I further acknowledge my understanding that the permanent stormwater treatment features must remain in place, be inspected at least once annually, and be maintained in good working order. Removal or modification of these features without prior City authorization is prohibited. I cartify that I have reviewed the information contained in this forth and verified that it is both complete and correct. Signature of Owner Till Vinson, Superintendent Print Name fiaent's Certification: I hereby certify that this project will be designed in the City of Encinitas . I cemy that I have reviewed the inormation cod' and correct. Steven engineer) Date Cardiff School regulations of this form and verified that it is both complete Date Kettler Leweck Engineering Company Name C RUNOFF. REFER TO THE PROJECTS Page 3 of 5 Stormwater Intake Form for All Developments and Standard / Bask: Project SWAMP Step 3: Source Control BMP Checklist -All "Development Projects" Must Complete All development projects must implement words control BMPs SC -1 through SC-6 where applicable and feasible. See Chapter 4 and Appendix E of the manual for information to implement source control BMPS Hillside development projects. This category includes development on any Answer each category below pursuant to the following. • "Yes" means the project will implement the source control BMP as described in Chapter 4 an ilor Appendix E of the manual, Discussion / justification is not required. natural slope that is twenty-five percent or greater. justification must be provided. • "WA" means the BMP is not applicable at the project site because the project does not include the feature that is addressed by the BMP (e.g., the pmject has no outdoor materials storage (iii) Parking lots. This category is defined as a land area or facility for the Source Control Requirement lied? SC -1 Prevention of Illicit Discharges into the storm drain temporary parking m storage of motor vehicles used personally, for ❑ No D WA SC-2 Storm Drain Stenciling or Signage business, or for commerce. ❑ No o NIA SC-3 Protect Outdoor Materials Storage Areas from Rainfall, Run -On, IN) Streets, roads, highways, freeways, and driveways. This category is D WA oWA 8 D-4 Mimmiz m cdon Runoff, and Wind Dispersal defined as any paved impervious surface used for the transportation of ❑ No o NIA SC4 Protect Materials Stored in Outdoor Work Areas from Rainfall, automobiles, tacks, motorcycles, and other vehicles. Yes No (d) New or redevelopment projects that create and/or replace 2,500 square feet or ❑ Q SC:f Protect Trash Storage Areas from Rainfall, Run -On, Runoff, and more of impervious surface (collectively over the entire project site), and discharge directly to an Environmentally Sensitive Area (ESA). "Discharge directly to' includes ❑No ❑NIA Wind Dis real Saw that is conveyed overland a distance of 200 feet or less from the project to the ❑ No O WA SC-6 Additional SPIN Based on Potential Sources of Runoff ESA, or conveyed in a pipe or open channel any distence as an isolated Now Nan • Onsite storm drain Inlets (9yes o No ❑ • Interior floor chains and elevator shaft sump pumps drain to sewer ETYes ❑ No o Interior parking garages drain to sewer o Yes a N WA the project to the ESA (i.e. not commingled with flows from adjacent lands). ❑Landscape /outdoor pesticide use iffy No oN/A • Pools, spas, ponds, decorative foul and other wafer features 13No o NIA • Food service Yes ❑ No o NIA Note' ESAS are areas that include but are not limited to all Clean Water Act Section 30Sid) impaired water bodies areas designated as Areas of Special • Outdoor sto equi or me ' Is must red dyes o No ❑ NIA ❑ Vehid d i lea D Yes INNO o NIA ❑Vehicle i repair ainte ❑Yes SNO ❑NIA B'oloacal Significance by the State Water Board and SDRWQCB'. State Water 1110 L doc ❑Yes SNo ❑N /A ! Fielder Nyes DNo oN /A nexus wash water ❑ Yes Ill ❑ WA Quality Protected Areas water bodies designated with the RARE beneficial sou inca cn If 54Z;-1 throuah 5C -6 not Implemented. Jtm ildi tbn most be provided fur ALL o i1n° eAM parking garages are proposed ;need for future our & structural pest controls not anticipated; No pools, use by the $Asia Water Board and SDRWQCB and any other eauivaleM icle and equipment cleaning, vehicle /equipment repair & scince and fuel dispensing are proposed; no formal loading doc posed; and misc.drain and wash water not anticipated. environmentally sensitive areas which have been identified by the Committees. See manual Section 1.4.2 for additional ouidence. 1420W Yes No (e) New development projects, or redevelopment projects that create and /or replace O R 5,000 square feet or more of Impervious surface, that support one or more of the following uses: (i) Automotive repair shops. This category is defined as a facility that is OF THE NORTH END OF GUARDRAIL PLANNING categorized in any one of the following SIC codes: 5013, 5014, 5541, 7532- C R.C.E. NO.: C48358 CITY NGI _t 7534, or 7536 -7539. Z6D_340_OZ (ii) Retail gasoline outlets. This category includes retail gasoline outlets that REVIEWER meet the following criteria: (a) 5,000 square feet or more or (b) a projected vemge Daily Traffic of 100 a more vehicles per day. Yes No (f) New lopment projects that result in the disturbance of one or more acres d ❑ of land a ad to generate pollutants post construction. Note: See I forexdusions sPedSo to this category. Does the project meet the definition of a of the PDP cmegodes (a) through (0 listed above? iZYes - The project is a PflotNV flevelo , the applicant shall provide POP Post Construction BMPs and provide a PDP 3 Stop Nero and complete PDP SWAMP. ❑ No - Does the project propose 500 SF or more of new aced impervious surface areal o Yes -The project is a Standard Prole the the appllcan Is Street Post Construction BMPs, site design, and source combat Complete Step 3, 4, 8 S. ❑ No - The project is a Basic Project, the applicant shall implement at n and source control measures. Complete Seep 3 6 0. Stormwater Intake Form for All Developments Page 5 of 5 ` and Standard / Basic Project SWQMP WATER QUALITY AND HYDROMODIFICP 1. THE PROPOSED PROJECT SHAD RESULT IN NO IN DRAINAGE STUDY. 2 7HE PROJECT IS NOT EXEMPT FROM THE STATES Project Owner's Certification: 3 THE PROPOSED FINISH GRADING AND DRAIIAfE WHERE IT WILL BE TREATED BEFORE DISCHA I hereby acknowledge that my project is subject to the sormwater quality regulations of the City of 4. THERE IS NO PUBLIC STORM DRAIN AVAAJdWk Encinitas and certify that my project will provide satisfactory stormwater quality measures both during the SAN EUIO AVENUE, MOZART AVEN NOFI construction process and afterwards. If my project is designated as a Priority or a Standard Project, I further acknowledge my understanding that the permanent stormwater treatment features must remain in place, be inspected at least once annually, and be maintained in good working order. Removal or modification of these features without prior City authorization is prohibited. I cartify that I have reviewed the information contained in this forth and verified that it is both complete and correct. Signature of Owner Till Vinson, Superintendent Print Name fiaent's Certification: I hereby certify that this project will be designed in the City of Encinitas . I cemy that I have reviewed the inormation cod' and correct. Steven engineer) Date Cardiff School regulations of this form and verified that it is both complete Date Kettler Leweck Engineering Company Name C RUNOFF. REFER TO THE PROJECTS Page 3 of 5 Stormwater Intake Form for All Developments and Standard / Bask: Project SWAMP Step 3: Source Control BMP Checklist -All "Development Projects" Must Complete All development projects must implement words control BMPs SC -1 through SC-6 where applicable and feasible. See Chapter 4 and Appendix E of the manual for information to implement source control BMPS shown in this checklist. Answer each category below pursuant to the following. • "Yes" means the project will implement the source control BMP as described in Chapter 4 an ilor Appendix E of the manual, Discussion / justification is not required. • "No" means the BMP is applicable to the project but I is not feasible to implement. Discussion / justification must be provided. • "WA" means the BMP is not applicable at the project site because the project does not include the feature that is addressed by the BMP (e.g., the pmject has no outdoor materials storage areas). Discussion / justification maybe provided. Source Control Requirement lied? SC -1 Prevention of Illicit Discharges into the storm drain d[Yee ❑ No D WA SC-2 Storm Drain Stenciling or Signage Byes ❑ No o NIA SC-3 Protect Outdoor Materials Storage Areas from Rainfall, Run -On, oklo ❑No D WA oWA 8 D-4 Mimmiz m cdon Runoff, and Wind Dispersal [IFYes ❑ No o NIA SC4 Protect Materials Stored in Outdoor Work Areas from Rainfall, 9yes ❑ No ❑ WA Run -On, Runoff, and Wind Dispense ONO DNo D N/A SC:f Protect Trash Storage Areas from Rainfall, Run -On, Runoff, and ffiYes ❑No ❑NIA Wind Dis real try" ❑ No O WA SC-6 Additional SPIN Based on Potential Sources of Runoff Pollutants (must answer for each source listed below) • Onsite storm drain Inlets (9yes o No ❑ • Interior floor chains and elevator shaft sump pumps drain to sewer ETYes ❑ No o Interior parking garages drain to sewer o Yes a N WA • Need for future indoor 6 structural pest control ❑ Yes D WA ❑Landscape /outdoor pesticide use iffy No oN/A • Pools, spas, ponds, decorative foul and other wafer features 13No o NIA • Food service Yes ❑ No o NIA • Refuserrmsh areas in covered SYes ONO oNIA ❑Industrial Pr ❑Yes Ill oN /A • Outdoor sto equi or me ' Is must red dyes o No ❑ NIA ❑ Vehid d i lea D Yes INNO o NIA ❑Vehicle i repair ainte ❑Yes SNO ❑NIA el if ❑Yes DTNo oNIA 1110 L doc ❑Yes SNo ❑N /A ! Fielder Nyes DNo oN /A nexus wash water ❑ Yes Ill ❑ WA azas.. , and Darkino lots I Ayes I ❑ No I ❑ WA sou inca cn If 54Z;-1 throuah 5C -6 not Implemented. Jtm ildi tbn most be provided fur ALL o i1n° eAM parking garages are proposed ;need for future our & structural pest controls not anticipated; No pools, spas, etc. proposed; no industrial processes anticipated; no icle and equipment cleaning, vehicle /equipment repair & scince and fuel dispensing are proposed; no formal loading doc posed; and misc.drain and wash water not anticipated. I] LUDES DIR DIRECTING RUNOFF r INTO DIRECTING RUNOFF TO PARTAL INFN.IRARON BASINS lE M170 THE ADJACENT PUBLIC STREETS. IN THE ADJACENT PUBLIC STREETS (I.E. MONTGOMERY AVENUE, CURRENTLY SHEETS OVERLAND. 1. HARVEST AND REUXdWAPPU CABLE TO THIS PROJECT. 2. PARTIAL IIFA FEASIBLE BY ME GEOTECHNICAL ENGINEER. J. PARTIi BASINS SELECTED AS POST CONSTRUC770M SNP (SEE DETAIL SHEET 18 OF 26) 4. PRQE O -MOD EXEMPT. 5. LO O DOWNSTREAM EROSION FACTOR USED (a=) IN STORAIWATER CALCULATIONS 6. 0SUSECT TO 5OI RULE (SEE CA LCULATIONS THIS SHEET). SINS ARE SIZED TO A977GATE (I.E. DETENRON) ANTICIPATED INCREASE IN PEAK FLOW DUE TO THE DEVELOPMENT. STORM WATER PROTECTION NOTES 1. TMS PROJECT S SbIECT TO MUMORAL STORM 1147ER PEW ORDER NO. R9 -2013 -0001 a RISK LEVE4en!K' ■ SWPPP ❑ CGP RISK LEVEL 1 ❑ CGP LUP TYPE I ❑ COP RISK LEVU 2 ❑ CGP LUP TYPE 2 p CGP RISK LEVEL 3 ❑ CGP LUP TYPE 3 2. MOD NO.: TBO (FKAL ENGINEEMIE11ALOING PERMITS) J. CHECK ONE O THIS PROJECT MU. EXCEED THE MWMUM DISTURBED AREA LAWT, 7}EREFORE A WEARER TRIGGERED ACTION PLAN (W51P) IS REQUIRED. ❑ THIS PROJECT WILL FOLLOW PHASED GRADING NOT TO EXCEED FIVE (5) ACRES PER PHASE. ■ NOT APPUC48LE 4. THE CONIRACTOR BALL COMPLY WRFI THE REQUIREMENTS OF THE SWPPP AS APPLKAB(E 3 WATERSHED: CARLSBV) HYDROLOGIC UNIT (904.00) 6. HYDRAULIC SUB AREA NAME ESCONDIDO CREEK HYDROLOGIC UNIT (904.60) 7. HIDRAULIC SUB AREA NUMBER: SAN EUIO HYDROLOGIC SUa4RFA (904.61) Chapter 3: Policies and Procedural requirements Redevelopment PDPs ouely developed circa) may need to meet storm O er management tequiremen— impervious areas (ooIkx:mety) within site ENTIRE project sire. If the project is a r dcvclopmevt pmje< in BbiP pafarmance requirement and h}rcpavrxlifnadw mvugemeat ¢quimmcnts ap cvch>rynene PDPS as fu lows: (a) Where mdevek mew results in the creation m nt of imps irious mufam in an punt o hdousiy exism development, then due armaunl BMIu xrkxnanee re uir am of Pn -.3s if dW MS4 Permit 0,) Where redevd m m regI&M in eve creation Or Iacement of imperoiO lo av amount Of of the pmvau Page 4 of 5 81eo 4: Site Design 8MP Checklist- All "Oeveoptient Projects" Must Complete All development projects must implement site design BMPs SDA through SD-8 where godowe and feasible. See Chapter 4 and Appendix E of the manual for information to implemen gn BMPs shown in this checklist. Answer each category below pursuant to the following. • "Yes" means the project will implement the site design B 'bed in Chapter 4 and/or Appendix E of the manual. Discussion I justification is !red. • "NO" means the BMP is applicable W the project of feasible to implement Discussion / justification must be provided. • "N /A" means the BMP is not applicable ject site because the project does not include the feature that is addressed by the g., the project site has no existing natural areas to conserve). Discussion /'ustifica' vided. Source Control meet Applied ? SD-1 Maintain Natural DmIna ys and Hydrologic Features D Yes Ohio 9NIA 8D-2 Conserve Natural Is, and Vegetation ❑yes DNo �f WA SW Minimize Imp 9yes- Yes oklo ❑No D WA oWA 8 D-4 Mimmiz m cdon SD5 Area Dispersion - Directly Connected Impervious Ar .pot downs outs connected o street are not allowed dyes ❑ No ❑ WA lives ONO ❑WA unoff Collection PIS 7 Landscaping with Native or Drought Tolerant Species ffiYes ❑No ❑NIA SD-8 Harvesting and Using Precipitation Oyes ll ❑ WA Discussion / justification if SO -1 through SD -8 not implemented. Justification must be provided forth L "No" answers shown above. SD -8 - Earvest and use of precipitation not feasible per section 5.4.1 of the City's Stormwater Manual. Slag 5: Standard Project BMP string for 2500sf New /Replaced Impervious Surface Areas Projects that create and/or remove and replace 500sf or greater of impervious surface collectively Over the entire project site shall provide natural blolitmtion and /or bioremnfion BMPs. The applicant may use the Design Capture Volume method (attach calculations hereon; we Appendix B of BMP Design Manual), or may utilize the following calculation: MINIMUM EFFECTIVE BMP AREA = 0.04 x Total new and /or removed and replaced impervious surfaces Describe the selected Structural BMP Design including type, location, Size, etc. below: WATER QUALITY AND HYDROMODIFICATION DESIGN CRITERIA: y �T (y� KET LEWECK No. G6355 ,�i.J E N G I N G P e- JIH2em 303 A STREET, 2 * SAN DIEGO, CA �CIVII ��r t: 619 239 -3W I f: 619 26 VOID sm wR J as N Om O zvimid OQ In Q QLL W W 0 Z OF z a wwa yDd �1IN �1 Of p,NW a x i°Qc ZL AS APPROVALS DesICNED BY: DRAWN Br: CHECKED By: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWINdF26 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK -BUILT 1 SR 7 -27-20 INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECD ED: VE DRAINAGE MANAGEMENT PLAN FOR DESCRIPTION: 2- IRON PIPE BRASS DISC STAMPED ENG41 LS79T! DATE: 7 -f -N� 1888 MONTGOMERY AVENUE LOCATION: EASTSIDE OF NB HINT 101. OF CHESTERFIELD MD UBLIC WORKS CARDIFF SCHOOL DISTRICT 1420W STEVEN C. KETTLER DATE 19 STEVE WAK EDWARD J. WI R OF THE NORTH END OF GUARDRAIL PLANNING C R.C.E. NO.: C48358 CITY NGI _t Z6D_340_OZ RECORD FROM: ROS 19418 REVIEWER ELEVATION: 73.812 DATUM:NAVD88 STEVEN C. KETTLER EXP.: BJO -20 ` PLANNING CASE NO. 18 -120 CDP SHEET SENIOR ENGINEER DATE DATE DA JaJoou� +nc VOID sm wR J as N Om O zvimid OQ In Q QLL W W 0 Z OF z a wwa yDd �1IN �1 Of p,NW a x i°Qc ZL GH 2). FnED E N ,. SOURCE CONTROL BMP ALL DEVELOPMENT PROJECTS MUST IMPLEMENT SOURCE CONTROL BMP's SC -1 THROUGH SC -6 WHERE APPLICABLE AND FEASIBLE. SEE CHAPTER 4 AND APPENDIX E OF THE MANUAL FOR INFORMATION TO IMPLEMENT SOURCE CONTROL BMP's SHOWN IN THIS CHECKLIST. ............................... —1— DRAINAGE MANAGEMENT AREA (DMA) ......................................... ............................... ®®• ANSWER EACH CATEGORY BELOW PURSUANT TO THE FOLLOWING. ............................... 1®' DRAINAGE MANAGEMENT AREA ............ ..................................................................... _.. • •YES• MEANS THE PROJECT WILL IMPLEMENT THE SOURCE CONTROL BMP AS DESCRIBED IN CHAPTER 4 AND /OR APPENDIX E OF THE MANUAL DISCUSSION / JUSTIFICATION IS NOT REWIRED. • BMP i AND 2 ARE PROPOSED PARBN. SRILFRATIONS BASINS WAWT AN AAPENMDUS LWER (EXCEPT AS RECOMMENDED BY IHE GEOIECHISCAL ENGINEER, ME ON SOME OF LIE SOES)L - SEE SHEETS 23 AND 14. • "NO" MEANS THE BMP IS APPUCABLE TO THE PROJECT BUT IT IS NOT FEASIBLE TO IMPLEMENT. DISCUSSION / JUSTIFICATION MUST BE PROVIDED. • 'N /A• MEANS THE BMP IS NOT APPLICABLE AT THE PROJECT SITE BECAUSE THE PROJECT DOES NOT INCLUDE THE FEATURE THAT IS ADDRESSED BY THE WAP (E.G. THE PROJECT HAS NO OUTDOOR MATERIALS STORAGE AREAS). DISCUSSION / JUSTIFICATION MAY BE PROVIDED. R.C.E. NO.: C48358 �" STEVEN C. KETTLER EXP.: 8 -30-20 STE OWAK EDWARD J. ER •,.t p - l r CI N N -V jr! DATE SOURCE CONTROL REQUIREMENT APPLIED? SC -1 PREVENTION OF ILLICIT DISCHARGES INTO THE MS4 YES ONO ON /A SC- 2STORM GRAIN STENCILING OR SIGNAGE YES ONO [:]N/A SC -5 PROTECT TRASH STORAGE AREAS FROM RAINFALL, RUN -ON, RUNOFF, AND WIND [M YES ONO ❑N /A DISPERSAL SC -6 ADGTIGJAL BMPs BASED ON POTENTIAL SOURCES OF RUNOFF POLLUTANTS SHEET 6 OF 26 (MUST ANSWER FOR EACH SOURCE LISTED BELOW) ® ON -SITE STORM DRAIN INLETS ®YES ONO ❑N /A ® NEED FOR FUTURE INDOOR AND STRUCTURAL PEST CONTROL IM YES ONO ❑N /A ® LANDSCAPE /OUTDOOR PESTICIDE USE (M YES ONO ❑N /A ® FOOD SERVICE [ID YES ONO ❑N /A ® REFUSE/TRASH AREAS MUST BE COVERED [M YES ONO ❑N /A 0 FIRE SPRINKLER TEST WATER [K YES ONO ❑N /A ® MISCELLANEOUS DRAIN OR WASH WATER EM YES ONO ❑N /A PLAZAS, SIDEWALKS AND PARKING LOTS YES ONO ON /A LEGEND PROPERTY LINE ....................................................................................................... - - -- DRAINAGE PATIERN/A.OW DIRECTION ............................................ ............................... — DAYUGHT/UTAIT OF WORK ............................................................ ............................... —1— DRAINAGE MANAGEMENT AREA (DMA) ......................................... ............................... ®®• BEST MANAGEMENT PRACTICE ._ ...................__............................ ............................... 1®' DRAINAGE MANAGEMENT AREA ............ ..................................................................... _.. LIMITS OF TIE OFFICE OF GRANTS AND . _ .......................................... ............................... . ®au•w.a.a•s• LOCAL SRMCES BDUNOARY (OGAIS) PROVIDED FLAT AREA PARTIAL WX7RAROY BASIN .......................................... . ................. ....... .................. _. 81 (SEE DETAIL SHEET 18 OF 26) B2 SELF MITIGATING AREA ............................................................... ............................... ti.11� PROPOSED STORM DRAIN ................................ ..-.......................................................... REC D: OV D: DEWNIMISAREA .......................................................................... ............................... / • � n PLAN NOTES • BMP i AND 2 ARE PROPOSED PARBN. SRILFRATIONS BASINS WAWT AN AAPENMDUS LWER (EXCEPT AS RECOMMENDED BY IHE GEOIECHISCAL ENGINEER, ME ON SOME OF LIE SOES)L - SEE SHEETS 23 AND 14. • SEE DETAIL A• ON BEET 18 OF 26 FOR TWA PARTIAL ISILIRATXW BASIN DETAIL • DRAINAGE MANAGEMENT AREA SAIYMY AS FOLLONS; DMA AND HYDROMODIFICATION CHECKLIST NOTES 7, 4,• 4. 0I.Smilliffas1% ASAr • , rn ea' • fiNga J 7K EXISTING SITE 6 WY DEWLO°E , NATURAL HYDROLOGIC RARA ES 4. HA�sNOTr APPED ON -91E BY TIE CITY OF ENCNSTAS OR 17E MU. DUSTING IGPOGRAPHY IS SHORN ON SNEE15 AND 4. EX1 GG MU4OIIS AREA SHOWN HEREON. EXISTING AND PROPOSED S1E DRAINAGE TEFN=S AND BEETS J MID 4 AND IZ mg AMER 11 A, 7B, and 24 -26 GRADING IS SIOWI GN SRE1S iZ 23-ANE2R 11 A, 7B, and 24 -26 Q 8 A PROPOSED DESIGN FEATURES AND SURFACE TWA RENTS USED TO MMMZE IMPERWGUS SHONN HEREON AND GV PROECI'S LANDSCAPE PLANS 10. DMA IEDWAUON SHONN HEREON. 11. SOURCE CONTROL BMP USIED HEREON. 12 STRUCTURAL BMPS SIONN HMREW.. iJ THE PMTS Or COMPLIANCE (POC) FOR I E CHANNEL SCREENING ASSESSMENT IS AT THE OUTLET OF THE DONNSTREAM DRAINAGE FACIUTES W70 SAN SAID LAGOON, WAIN IS APPROX m7RY 0.56 M US SOUTH OF INE SITE AREA TABULATIONS PROPOSED PERVIOUS AREA DMAl DMA2 AREA = 26.337 SF AREA= 33.588 SF 1.4 ACRES (TOTAL PER.) PROPOSED IMPERVIOUS AREA DMAl DMA2 AREA • 63,781 SF MEN = 103,608 SF 3.84 -ACRES (TOTAL IMP.) SELF - MITIGATING AREA AREA = 86,2A9 SF IIIIIIIIIINIM, 1.98-ACRES (TOTAL SM) DEMINIMIS AREA AREA =599 BE IIIIIIIIII111w 0.013-ACRES(TOTAL DEMINIMIS) I<2 %) PREIPOST IMPERVIOUS AREA TABULATIONS • IMPERVIOUSAREAPMORTOCONSTRUCTTON :153,B86SF • IMPERVIOUS AREA AFTER CONSTRUCTION: 167,340 SF • INCREASE IN IMPERVIOUS AREA 13,484 SF • IMPERVIOUS AREA REPLACED: 102,301 SF PERMANENT BMP SIZING SUMMARY AREA FOR PARTIAL INFILTRATION BASIN NO. I REQUIRED FLAT AREA SF PROVIDED FLAT AREA SF 81 2,809 3.875 B2 1 4,356 1 5,263 TOTAL AREA = 7.27-ACRES KETTLER-LEWECK ENGINEERING 303 A STREET, SUITE 302 SAN DIEGO, CA 92101 C 619 269-3444 I T: 619 269 -3459 www.kettlerleweck.wm CHANGE NO.1 DESCRIPTION I APPROVED I DATE I BENCHMARK AS -BUILT APPROVALS I DESIGNED BY' I o MYNA MYI EO Br: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS -DEVELOPMENT SERVICE S DEPARTMENT DRAWING NO. r�lT— Tlav�s 1 DELETED PHASING NOTE REVISED I SRN 1 7-27- DESCRIPTION. T IRON PIPE BRASS DISC STAMPED ENG41 LS73N 1 INT. I DATE I PLANS PREPARED UNDER SUPERVISION OF DATE: ? 1 -Mi REC D: OV D: H14HbC °'�'J�1O °11 ° "'''OY �""' 1888 MONTGOMERY AVENU / • � n NOTES AND REVISED SHEET NUMBERS PUBLIC WORKS LOCATION: EAST SIDE O GUARDR HAY 101.OF CHFSTERFFID AND NORTH ENO GUARDRAIL R.C.E. NO.: C48358 �" STEVEN C. KETTLER EXP.: 8 -30-20 STE OWAK EDWARD J. ER •,.t p - l r CI N N -V jr! DATE CARDIFF SCHOOL DISTRIC -PHASES I AND 260_$40_02 PLANNING CASE NO: 18-120 CDP Q 43 STEVEN C. KE17LER DATE PLANNING RECORD FROM: ROS 18418 RECORD G 18416 ELEVATION: 73.812 DATUM: NA REVIEWER SHEET 6 OF 26 SENIOR ENGINEER DATE wcPPCrnR �4 •4 V� ry we � _4LL wo ❑ Z_NQ O,°ny w�a Y DNWDc6 iB �p® K WNW ka'a W MO2 xma FOR 6WPROYEWENi PUBDC ROVEADI SEE L OR 142123 r1 OWG Na 14203 -1 ? r PLAN VIEW N SCALE: 1" = 20' V 10 ®0' Tj n. \ I tie• \ 9pu i ❑ UTILITY CROSSING DATA (PRIVATE) ID N0. FINISH SURFACE WATER F FIRE SERVICE 1P SEWER I STORM GRAN IE SI POWER UTILITY TP GAS UNE 1P ANCE F7) i 88.43 ffo 83.91 24 X24 BROOKS BOX (GRATEDY 85.13 12 81.10 79.80 1.2 2 88.33 81.90 81.90 81.37 85.20 12 SD4 STORM DRAIN HEADW ALL, WANG TYPE 3.5 3 91.63 8380 SD5 82.77 8 86.15 12 8684 88.84 2.8 4 95.03 TYPE G -2 CATCH BASH SMSD D -Ua 93.72 93.72 89.00 8 91.80 ENO CAP 2.2 5 95.73 92.16 SOB TYPE G -1 CATCH BASIN SDRSD D-08) 89.88 8 91.80 91.80 1.4 6 9253 $2.04 9510 82.06 86.38 89.46 STORM DRAIN GRAVITY 6.5 7 9323 89.70 83.80 80.84 TYPE C-2 CATCH BASIN SDRSO D -OB 8.3 8 95.23 91.50 SD12 4 END CAP 86.13 92.20 8340 0.5 9 9323 89.74 83.06 79.92 90.24 6.2 10 1 95.03 1 1 OEPIN LAW(" 86.34 12 !1 9223 86.16 12 89.19 1.9 1 94.26 90.78 88.99 6 0.9 13 94.26 81.60 83.32 4 1.7 14 94.25 83.91 4-4 B 81.65 4' 2.0 NOTE: 0.5' MINIMUM CLEARANCE, CONTRACTOR TO PROVIDE SAND CUSHION. rs CONTRACTOR TO FIELD VERIFY THE UNKNOWN DEPTH FOR EXISTING UTIUTIES. O SD STRUCTURE DATA (PRIVATE) NO. DESCRIPTION FS/TC G/RIM/PN IE (N) IE (OUT) 01 YODIFIEAD TYPE G-2 CATCH BASIN WT ORFICE SORSO D-08 ^• 83.80 84.80 fi0A0 ffo SD2 24 X24 BROOKS BOX (GRATEDY 80.76 81.10 79.80 79.80 51)3 STORM GRAN HEADWALL, STRAIGHT TOPE B 81.90 81.90 79.21 7911 SD4 STORM DRAIN HEADW ALL, WANG TYPE 86.50 87.00 6380 8380 SD5 STORM GRAIN CURB INLET TYPE B-1 L =15 8684 88.84 84.98 84.64 SOB TYPE G -2 CATCH BASH SMSD D -Ua 93.72 93.72 88.22 88.02 957 ENO CAP 93.0i 130.55 90.00 90.00 SOB TYPE G -1 CATCH BASIN SDRSD D-08) 98.03 93.03 91.80 91.80 SOW STORM DRAIN CLEANOUT TYPE A -4 9510 9510 85.58 86.38 SD10 STORM DRAIN GRAVITY RETAINING W TYPE A Lm4 85.80 8580 8380 83.80 SD11 TYPE C-2 CATCH BASIN SDRSO D -OB 87.90 87.90 85.50 8550 SD12 4 END CAP 86.13 8340 8340 WYE CONNECTION 1 X1 X4 8413 79.82 79.92 *9* MODIFICATION = GRATED UNLET TO SHALL BE 12'X18' STORM DRAIN PIPE DATA (PRIVATE) NO. DELTA NG RADIUS LENGTH SLOPE REMARKS 01 N66.2719 E - -- 157.20' 0.505 MIN 18• PVC PIPE SDR -35 02 N2S32'41 W - -- 8.01' 599E BE PVC PIPE SDR -35 03 N791111 - -- 12.66 8.64E 12' PVC PIPE SDR -35 D4 N654955 W - -- 121.21 258E 12' PVC PIPE SDR -35 D5 N1117'110E - -- 9236' 1.93E E PVC PIPE SDR-35) F7 OIS N71'30'48'W - -- 250.76' 1.4JE _ 8• PVC PIPE SDR -35 D7 N78- 36'09'W - -- 130.55 280E 12• PVC PIPE SDR -35 D8 N77'5619 W - -- 47.OW 1.8E if PVC PIPE SDR -35 09 VARIES - 197.59' 1.00E 4 - 4• PVC PIPES SOR -35 DID VARIES - -- 97.3' 0.58E 6- PVC PIPE SOR -35 Di1 VARIES - -- 31.0' 0.58E D121 VARIES - 1137.76-1 2.53E 1 47 PVC PIPE SDR -35 FIRE SERVICE PIPE DATA (PRIVATE) NO. DELTA RING RADIUS LENGTH REMARKS FI 1415'09 48 E - -- 3:W 60 C -900 PVC PPE CLASS 305 -14 F2 N74'S0'12 - -- 10.52' ' F3 1415'0948 - 40.32' ' F4 N62'4 02 - 84.53 ' FS N2712'58 - 15.08' ' F6 N63'00'15 3.00' ' F7 N29W120W - -- 5.55' ' WATER SERVICE PIPE DATA (PSWOPT NO. DELTA WING RADIUS LENGTH S WI N71'3048 W - 58.71 PVC PPE _ SCH 80 W2 N18'4912 E - 0.5E MIN. W3 N71'3048 W - _- 54.80 44 Nmror 54 rS2 W5 N18'297 38.45' 1 • PVC PIPE (SCH 80 WS N -- 31.14 .D4' ' W7 - -- 1375 5.32 1E MIN 4 PVC SDR -35 133 n w - -- 22.48 14.50' )�� `�r \ 11Q `-�, I ILI F5= 838 \ � � BASIN! FLAT ARE4=4345 SF. P 11 5 1B \P,4? 1. 4� t ® Q SEE SHEET 18 OF 19 \j \\ FFE (INC f a,. o SwAIE O tf 1\ , «' IQ 19 tSfJ $TEEN Y iff �. s• POC R:=84.55 f; (PER PLUMBING) / \ -\ SWALE O 1.1E i �/ l) UVr/. i (SEE HEE r 8) // i l / //A i I Y r f I RIP RAP SPECIFICATIONS N0. 1 ROCK SIZE RRi 4 TON RR2 I NO. 2 BACKING 77.04 RR3 I NO. 2 BACKING STORM DRAIN PERFORATED PIPE DATA PRIVATE N0. LENGTH SLOPE REMARKS INVERT ELEVATIONS Pt 77.04 0.5E MIN. 6' PVC PERFORATED PIPE WAD P2 85 0.5E MIN. 6- PVC PERFORATED POE 80.40 P3 54.80 0.5E MIN. 6' PVC PERFORATED PIPE 80.40 KEYED NOTES /I ml m=1 PROPOSED SE O PROP 4• PVC SERER LATERAL (PV7) PER SORB) ONG NO. SS- O EAUSTING SEWER PIPE TO REMAIN, PROJECT W PLACE 03 PROP WYE CON ECDON (PVT) AND camcr r (PAmA E (IN) \\ \ , BOTTOM OF SPILLWAY 8545 BLOOPER $ � T.1 SLOPE BOTTOM OF 838 WER LATERAL PIPE DATA (PR TE) 81.15 AND E (OUT) 81.05. FS Beta SEE T PLANS DW3 Na 14207 -1 O PROP. PONT OP CONNECTON AT 4• PVC SEWER UL LE 8215 O PROP WE CONNECTION FOR LATERAL FROM BLDG 1' INSTALL SEVER CIEANOUT (PVTA LE 821 © PROP. PONl OF FOR THE DRINKING f01INTAIN (PVT), E 8328 DELTA NG RADIUS LENGTH SLO REMARKS BEFORE ROIL DID ��� NO2'501 W - -- 99.57 MIN 4 VC PIPE SDR -35 rS2 N51'S3'11 W - -- 58. 1E MIN 4 P PIPE (SDR -35) N3BY76'49'E - -- .D4' 1E MIN 4• P PE SDR -35 N83'O6'49'E -- 5.32 1E MIN 4 PVC SDR -35 N51'S311'W 14.50' )�� 4' PVC SOR -J6 U V11W A^'u, w..,.aa Y•I'L" m,., WATT 'Av n, W, ', / 1 _ 1 I 22 C11 FOR 2' PVC WATER SERVICES TO DOSING 2' COPPER WATER FLW AOR01flEHT WIMN '�" SECTION '14 Q SING UNDERGROUND FACILITIES SHOWN THESE PLANS TOW TOAEVSS7015i ORAPPROVAL GRJEER- of -WTdW! DErAB(S) FOR . MRR04EMENT PLAN t NOT TO SCALE 1 HAW SEEN OBTAINED AVAILABLE CORDS AND ARE EMA71C IN ONG N0. T4T03 -1 TUItE i}(E PLANS NAY T REFLECT EVS71NG UDLI J PRLO PdNT OF CONNEC110N \ ACTOR TO CONFIRM LOCA EXISTING U7U P4 PROP PONT OF CONNECRON FOR THE DRINKING FOUNTAIN ST OF WORK AND NOTIFY OF OF ANY 0 PROP 1/Y PVC WATER SERVICES (PVT) 09 \+�;\ © XST 2• WATER BACAFLOW PREV4A7OR (PVT) 70 REMAIN k PROTECT IN 0q PLACE EXIS UTZUTNES SHOWN T REFERENCE Y. PROPOSED STORM DRAIN S UTILITIES 70 3 AND 4. 1+J� PROP STORM DRAIN CIraH INLET, TYPE w' (PVr) PER SBRSO DWG No. 0 -02 PROP STORU DRAIN PIPE (SEE STORM DRAIN DATA) (PM CTRICAL PLANS TE PLANS OF EXISTING AN ROIPOSED LIGHTS � STORM !RAIN STRAIGHT HEADWALL, TYPE B (PVt) PER SG750 DMC NO D -32 EC79VAL LINES Q4 PROP MODIFIED rYPE D' CONCRETE BROW D17CH (PVh PER SORSO ONG Na D -75 C 5Q PROP PARIIAL OVXTRAWN BASIN (PVT) SEE DETAIL A SHEET 78 OF 19. AREA = 5,31X) SF. ' wit mvAIE UTILITY NOTES, © PROP STORY DRAIN GRATED INLET (SE STORM ORAN STRUCTURE DATA FOR SZE) SHEETS 2 OF 19. I _, - ...... -. 1 < 7Q SIORW DRAIN CURB OURET MUE IC) SE NPROWMENT PLAN 5 THEE PFOTECTION PLAN NOTE \ Z " LAND�PLANS Q PROP STORY GRAIN Cd£ANOUL TYPE A -4 (PVh PER SDRSD DWG Na D-09 Lr \ (SEPARATE PLANS FOR TREE Q PROP CONCRETE SWALE/SRUWAY (PY0 SEE DETAIL F, SHEET 19 OF 19 4 1 ♦ +, I.. k 7ECnoN RE /REMEN75 s-,-- '• � t •. \) ' / 10 PROP S10R11 GRAIN WING TYPE HEADWALL (PM PER SDRSD DING NO 0 -34 , �\ - PROP 8' PVC STORM DRAIN PERFORATED POE (PVTO �� PROP STORM DRAIN GRAVITY RETAINING WALT, TYPE A (PVn PER SpRSD DWG N0. C -09 PROP ARRAY GRAM, 73L85Q IE =8395 \ 14 PROP AIRILY GRAIN 1U48S9, ff =84.24 'Y EM LNG STORY DRAIN CURB OUMET 70 BE REMOVED FOR PUBLIC RIGHT OF WAY { 16 PROP CONCRETE ANCHOR (PVh PER CS)-S) DWC N0. SIDS -114 (L -5) /, t ..... .. f ;0 4 � � SEE BIPROYFAENT PLAN �^ -� 1© PROP S70RM ORNN ENO CAP (SEE S70W1 TRAIN S7RUC/I/RE DATA FOR 512F) (PVT) ON NO, 14203 -1 U3l \'C 0 PROP IMPERMEABLE LONER (SIDES DAY), SEE DETAIL ON SHEET 18 PROP STORM DRAW RP RAP ENERGY GSSPATOR (PVr) PER Sam DWG Na D-40 i �^' L I �;>,� ♦ Ay pN 1, �, PROPOSED � FlRE Y PROP FlRE HYDRANT (PUBLICA SEE PUBLIC IMPROVEMENT PLAN t > 1 �T \ © PROP 6' PW FIRE SERVICE (PV0 PER WAS OWC NO Wf -05 >�+ BOUND Y APN 260- 271 -16 CD PROP 6• BAaffLOw PrEI£N7ER REDUCED PRINCIPLE DETECTOR assEMeLr (PM (PER WAS DWG Na NF-05 ON SHEET C180) \\ • MANUFACTURER: ARIES FIRE k WA W]RKS / 1485 TANFORAN A VENUE it 4 \ WOODLAND, 6 95778 p5 1 __ , "•s \ PH: SERIES 12 4� / it , . MODEL: COLT SRIES C3OAV \ N \ , • \ \ O EXISTING FIRE HYDRANT 70 REMAIN, PROTECT IN PUCE LP / i- 2 - 'fi��'��. � .. , '\ \ � ^^ © PROPOSED FIRE DEPARTMENT CONNECTOR (FDC) s \� (SEE EIRE SPRINKLER SITE PLAN, SHEET FP00.2) P - \_ ��tpv �i i \, \, DRY U77LI77ES (BY OTHERS SHOWN HEREON FOR REFERENCE ONLY) A C\ DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED Y: I DRAWN BY: 1 CHECKED BY: NUMBERS SRN INT. DATE PLANS PREPARED UNDER SUPERVISION OF DESCRIPTION: 2' IRON PIPE BRASS DISC STAMPED EN041 LEM PUBLIC WORKS DATE: 7 -1 -N9 LOCATION: EAST SIDE OF NB HWY 107 OF CHESTERFIELD AND STEVEN C. KETTLER DATE RECORD FROM: THEN OFG GUARDRAIL PLANNING e/) A R.C.E. NO.: C48358 RE ELEVATION: 73612 DATUM: NAVDBB VIEWER J 5/T`ETIEEN C. KE77LER SENIOR ENGINEER DATE ,a�o��.�o EXP.: 6J0.20 X �1? FOR IMPROVEMENT WTHIN PIINUC RIGHT OF WAY, SEE WIPROWSWENT PUN DMC Na 14103 -1 01 PROP ELECTRIC HANDHG.E (SEE ELECRIC L PUNS) Q PROP POWER UTILITY CONDUIT (SEE ELECTRICAL PUNS) 3p PROP Y HEWN PRESSURE GAS LINE (SEE PLUMBING PLANS) 4a PROP PARKING LOT LIGHT (SEE ELECTRICAL PLANS) NOI DEPT OF DRY UTRJTY LINES ARE TYPICALLY 2' 70 3' DEEP. EXACT ELEVAnLINS ARE UNAVAILABLE FROM RECORD DRAWINGS A POTHOLE REPORT WAS PREPARED FOR SOME UWIIES ON THE PROTECT. CONTRACTOR TO FIELD VERIFY. 111m CONTRACTOR TO COORDINATE WT U77UTY AGENCIES FOR ALL WORK ASSOCIATED WITH DRY UTNIIES 1 rO I 11x CTO EXACT LOCADOV AND DEPT OF DOSONG UTILIIES IS UNKNOWN. CONTRACTOR TO YDNFY AND PROTECT DURING CONSiRI1C71ON. T VERIFY BEFORE ROIL DID ��� TOLL. Fill TWO WOWING DAYS m Na C4635g "- m E N G N % �� ':�•� V / m Eq. B"'ID"� 303 A STRE (SEE SHEEP 9) *r���MV6T t L:819S288aie www.ketti NG DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT 0 , WET UTILITY PLAN FOR'. 1888 MONTGOMERY AVENUE -EDWARD J. WMER CARDIFF SCHOOL DISTRICT CITY 280 -340 -02 f2 37%aq DA PLANNING CASE NO: 18 -120 CDP 1420 43 1EET 7 F 28 O N wA d UN OF O - w_m zz� z W < O w z Z tiQ wry V 5C6 w� a0 woi Y,nR VOID SHEET. SEE SHEET 217 B PLAN VIEW V SCALE: 1" = 20' O' 10 ®0' � 11 1 ;1 1 � I Pe, 1 11 () -Nee, eIte e, RIP RAP SPECIFICATIONS N0. ROCK SIZE RRI 4 TON RR2 NO. 2 BACKING RR3 N0, 2 BACKING STORM DRAIN PERFORATED PIPE DATA (PRIVATE) N0. LENGTH SLOPE REMARKS INVERT ELEVATIONS P1 77.04' 0.5% MN. 6' PVC PERFORATED PIPE 80.40 P2 65.72 0.5% MN. 6' PVC PERFORATED PIPE 80.40 P3 54.80 5 0.5$ MIN 6' PVC PERFORATED PIPE 80.40 (UR.iT1E8) KEYED NOTE PROPOSED SEWER O SETTER CLEANOUT (PUR.ICA E (W) 81.15 AND E (OUT) 81.05, FS 88.10 SEE IMPROVEMENT PLANS DWG N0. 14207 -1 E FOR IMPROVEMENT MINN � I i g , 1 1 '1 °q„, ,..h \ \� Gn O E1051ING SEVER PIPE TO REMAW, PROTECT N PLACE ( PUBLIC RIGHT OF WAY, / LJ 7� f Z 7 l it �'^ t j ? q \ AvA �. PROPOSED WATER NII SEE IMPROVEMENT PLAN �-t� 1 '' .. t 7 ,' \ " • 1 PROP 2' PVC WATER SERVICES (PVT) PER WAS DIE NO WS-02 DIN: NO 14203 -4 ?, i x �.,.3 Si 1 S % ` ;c y l_l, \ \ \\\' \ I \a \I j•^` \ G1L i ^, z r �I / \ �+ EXISTING UNDERGROUND U77LI7ES AND FACILITES SHOWN ON THESE PLANS Q EXISTING 2' WATER BACKFLOW PREVENlOR (PV'T) TO REMAIN &PROTECT K `1\ \ \`` ,l %��'�/'/ : Tf SLOPE HAVE BEEN OBTAINED FROM AVABABIE RECORDS AND ARE SCHEMATIC IN PLAtX•:' 7 3 D � -' L ,� / \� 1 t ' i_ -% ,i i� BOTTOM OF SPILLWAY BOTTOM G` NATURE 171E PANS MAY NOT REFLECT E t \ , - N TALL EXISTING UTILITIES '\� / 1 BASIN CONTRACTOR TO CONFIRM LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO - - - -- ''�' }#''> a(} -f)�. ')•- :Y- -Ch'-t. <: Z7 O s 1 \ �. \ 1 1L \\ /' y `�/ / 85'u ,r FS=8.i8 START OF WORK AND N071FY ENGINEER OF NM OF ANY DISCREPANCIES 7PROPPAR71AL i� \ t \• \ _ z /SM' "/ \ SLOPE \ 4 \ t It \ ? \ °,..g \ \ %y\ �\ �/" :�.. /. ✓.�< GRAN PIPE (SEE SIDRM ARAN DATA) (PIT) Nee V A. J' ! \ f- NO� �„y�' ' .. \. �, DRAN SIRARNT HEADWALL, TOPE B (PVT) PER Sam DING N0. D-32 .`"'O^ 'J - " ` \ /�T A' T I EVS77NG UTILITIES SHOWN ON THIS SHEET ARE FOR REFERENCE O LLY. - _ / SEC 1 IOU V I -I FOR EMSTING UTILITIES TO REMAIN, SEE SHEETS J AND 4. D TWE b' CONCRETE BROW DITC1 (PVT) PER SDRSO DWG N0. D -75 00* PUBLIC 2 -- ' ��' g K1 O T \ 'L NOT TO SCALE L MMIRA71ON BASIN (PVT) SEE PETAL A, SHEET 18 OF 26. 8 PROP STWIV DRAIN GRATED INLET (SEE STORM DRAIN STRUCTURE DATA FOR ME) 1 S \' \ ' \ \ FOR LOC477ON OF TING EA7S AND S LIGHTS (PVT) FSm 838 r \ ( ) I ✓ jp ;'� x r 8A9N FLAT AREA A263 SF.- 4 \, l �. ' � \\ ,�Sr AND ELECTRICAL LINES 75. STORM DRAM CURB CUTLET (PUBLIC) SEE IMPROVEMENT PLAN mellepllI 11- 1- 11171111110 1- / f� BQ PROP SIGN DRAIN CEANOUT, TYPE A -4 (PVT) PER MRSO DWG N0. D -09 - PRO,ECT a,. i� ' I i i �p x` "' -/ /j 9 PROP CONCRETE SWillE17UWAY (PVT) SEE DETAO F, SHEET 19 O. 26 BOUNDARY - / ! ? - I ;/ 11 '\ - p ; i ` i ✓/ \" FOR TRIOF 26 U7R1lY NOTES /,"\ \ \.; /j \. 75 20 A< 26. 1p PROP STCV411 DRAIN LANG TYPE IIEMWALL (PVT) PER SDRS) OXG NO D -34 � IN _ x • \ \ + \_ Tf PROTECTION NOTE 11 PROP 8' PVC STORM DRAIN PERFORATED PIPE (PVT) $` 3 1 v (; 19 1 /may - / " �• '- t1 �I - y /` / - ' SEE LANDSCAPE PLANS 12 PROP STORM DRAIN GRAVITY RETAINING WALL, TYPE A (PVT) PER SDRSO DNG In I - 12 v ��- 2 c. \ std (SEPARATE PLANS>) FOR TREE N0. C -09 t v > PRO>ECIIN REOUKEMENTS t ❑ UTILITY CROSSING DATA (PRIVATE) ID N0. FINISH SURFACE WATER TP FIRE SERVICE fl SEVER I STORM PUN E U1WTY 7p GAS LINE 1P CLEARANCE 1 NOT USED 2 3 91.63 I I KOZ77) 8 86.15 12 2.8 81.10 NOT USED 5 6 7 8 81.90 90.24 6.2 10 95.03 SD4 IDEPTH INK *1 85.34 12 11 NOT USED 87.00 13 14 94.26 TYPE G-2 CATCH BASIN SDRSU D -05 83.91 1-4 81.65 4 96.50 96.50 2 .0 W I t 1 11. X 14 r \ \ . \ 1 � PROP An" GRAN TG =858 E =8395 � • \10 PROP AMN GRAN TG=859 E =84.24 } EXSTNG STORM DRAIN CURB OVIU7 TO REMAIN n. /\ x \� • 9l. `*, �' \ 1.,;.( 16 PROP CONCRETE ANCHOR (PVf) PER CSD -50 DWG Na MS-114 (4=5) NN 1" f- • 'L • •- ' \ y `h \ \ 1' PROP STORM CHAIN END CAP (SEE STORM DRAW STRUCTURE DATA FOR SIZE) (PVT) \ `" \L1 �• \ (( V �\ ' r `+ x j 18 PROP IMPERMEABLE LIVER (SIDES OW.1), SEE DETAIL ON SHEET 18 7 I 1 / r t l 1 I - PROP STORM DRAW RIP RAP ENERGY RSSIPATOR (PVT) PER � DRG NO D -40 L j' SEE SHEET \ 1 \,\ %/ \. / I < �I'•. \ 1 ® PROP CONCRETE LINED BASK EMERGENCY SPILLWAY (PVT) SEE DETAIL a, SHEET 19 _., 18 OF 26 r \ J/ \ 7fr= `-t..f }Ya, f.\ 4� \x `� \ �\ \'\ % 'ts, i /f - ' 1 } ` t `fj,,•9 \'''. - PROPOSED FIRE Q PROP FIRE HYDRANT (PUBLIC), SEE PUBLIC IMPROVEMENT PLAN ONG N0. i r I p \ 8 r f'3Y ' tl.., _ /j /1 \ \1 \ }'1 a�� yit \ \,\ PROP 14203-1 �`, •f / 'r � / \ \ \ p ?' © PROP 6' PVC FIVE SERVICE (PVT) PER WAS ONG NQ XE -OS / i.., -1 r x \ \ V A +ti� v,/' "V :AMA ART NO KF- PUBLIC IMPROVEMENT PLAN GROG N0. 1420-1) Y PVT) NOTE: -L .H, '/; / / /_. \ ., r \, Y\ 0.5' MINIMUM CLEARANCE, CONTRACTOR TO PROVIDE SAND CUSHION. ,i , S • v\ T i ! ,. ; v 2 / 6 \ 'e.'�yC�. T 1485 TANFQPAN AVENUE •w CONTRACTOR TO FIELD VERIFY THE UNKNOWN DEPTH FOR EXISTING UTILITIES. : I \ �/ / J _..,�$ � ' \ i >I \\ \ \ N , WOODLAND, CA 95776 O SD STRUCTURE DATA (PRIVATE) 0 N0. DESCRIPTION FS/TC /RIM IE (N) IE (OUT) SIH MODWEAD TYPE. G -2 CATCH BASIN WITH ORIFICE SDRSD D-05)* 83.SD 64.80 180.00 80.00 SD2 24 X24 BROOKS BOX GRAZED 80.76 81.10 179.80 79.80 SD3 STORM DRAIN HE.ADWAUL, STRAIGHT TYPE B 81.90 81.90 179.21 79.21 SD4 STORM DRAIN HEADW ZINC TYPE 86.50 87.00 8380 8380 SD5 TYPE G-2 CATCH BASIN SDRSU D -05 8' PVC PPE SDR -35 96.50 96.50 90.01 9a01 IDS TYPE G -2 CATCH BASIN SDRSD D -OB - -- 9372 93.72 88.2.2 K02 SET IT END CAP 95.03 130.55 90.00 9000 SOO TYPE G-1 CATCH BASIN SDRSD D -OB 98.03 9803 91.80 91.80 SIW STORM DRAIN CLEANOUT TYPE A -4 95.10 95.10 86.58 86.38 SIHD STORM DRAIN GRAVITY RETAINING WN1, TYPE A L =4 85.80 8580 83.80 83.80 SI)11 TYPE G-2 CATCH BASIN 9NSD D-08 VARIES 87.90 87.90 8550 85.50 ED12 4 END CAP 86.13 1137-76'1 83.40 83.10 9)13 84.13 79. 79.92 14 / s • i \ PH: 530- 668 -5320 ✓ \ . \ \' m \ A / MOGEL COLT SERIES C3CN \ / e, I ,� � /' ® EXISDNC F6fE HIORANT 7D RENAK. PROTECT K PLACE 8455 / r n / N 280271 -i6 FIRE SPRINKLER SITE ) l 1 � � / / � -., � �7 \ FRalscr \ \ © FUTURE FIFE DEPARTMENT CONNECTION (MC) . , r ' (SEE PuN sEtT rvDaz '`.980 \ ( _ ._.Dt]_ .� . / < �� } / %�/ f .,I/ 2 , J/,/' \..� \`\ NN wcegLANEO J/ / / , .� i / i l ... _ \\ T / `•, l IN � / �\ `�; \ 5.7 APPROXWA7E LAM OF THE OFFICE OF GRANTS AND LOCAL SERWCES r OGALS BOUNDARY SHEET \ \ / / -%`y," Y,Fiy� -j� ''' `t / /li .:, �,,/' ` ,.t y \\ N \\ y~ 1 r / '180% "' L';..\ /_ \.� �5 7 \ lee F: ✓'I? Bt •as MODIFICATION = GRATED UNLET TO SHALL BE 12'X18' \in I nW %� // Y `t�/;` { s. / / \ \ g,� ' ^.\ /, /i /� Y�~ / ' //� If rf4 / �l ��\� 1 / I It STORM DRAIN PIPE DATA (PRIVATE) N0. DELTA RING RADIUS LENGTH ell fe ,. -' « / . ' / / ! / fI0STB10 9 ." 3' / .(..._. L xt ..` I /� /� /�/ / / /�/ .IV PLANTER WALL ,;.�/ �`,.` /, '?! «- V\ '.._•�. i, % ` FOR IMPROVEMENT Y47WN: IF `: , / �� / ! J / ,4i ! l,. - "'�pRO)7ECT K ,, \ .n i/. 6 .., PUBLIC RIGHT LV WAY, / i/ / /�' ``�' PLACE,. ,✓ ^� \,, `i ._. ...� // f .. \ SEE IMPROVEMENT PLAN F / ! /'O J T� „� f \\ \ �i/ / DWG NO. 14203 -1 1 Y If I telex . . \ It Ile- I. i / Ile f S r' 1 . 'E71iSANfT`. -,, -' ,.= ..,. ^yam, ' :i -�_.N � � l n. 2 i \ NOTED DEPTH LP DRY U71UTY LINES ARE TYPICALLY 2' 70 3' DEEP. EXACT ELEVATIONS ARE UNAVAILABLE FROM RECORD DRAWINGS A ROWE REPORT WAS PREPARED FOR SOME U71UTES ON THE PROECT. CONTRACTOR 70 FIELD VERVERIFY. F NOTERA' CONTRACTOR TO COORDINATE W7H U77LITY AGENCIES FOR ALL WORK ASSOCIATED WIN DRY U17U77ES EXiRE�E CARRION I EXACT LOCA77ON AND DEPTH OF EXISTING UTILITIES IS UNKNOWN. CONTRACTOR TO VERIFY AND PR07ECT DURING CONSTRUCTICI. s„ / .../ r' t I w'a Ile Ill y. �...� \ SERVICE ALERT LL ZN / ^/ / i4 i/' f \ iM „., h \\ \ I "•" "••,. ' ' / ?.+^`.. \ \\ `\ `(,\ CALL BEFIXRE YOU DIG �u UWE J le . / , , . ., i .... ,. r� CALL TOLL FIff ell / -/� 4�\ /. %' .. -, NI OR1lW -PSI -2800 _ 2 AD X ��' r��.J TWO MORNING DAYS BEFORE YOU DIG K m Tai i.-- .,...,. \ ' .l.,,. \ `lt i \, F;28:..., ale'l ~ �.., INI f O IIN 7 _ - fV� ":;:::5 �j \\ .\ /� \\\ y °`yG�"g LEWECK \ r . �^ v V / - 303 A STREET SUITE 302 / r \ \ \\ c S i ,�� � ��'_" ENGINEERING / ^ i . ` \ t -' `. k . /. -.v„ Aw � '' .ice . ..,i .,..�� ti. -�_ � :,. .. \� Fop. .a'9 (SEE SHEET 29) .. * * SAN DIEGO, CA 92101 69 (SEE SF SET 9) $F� cmp OIL ILW �� 819 ww. 269-3444 I H: 819 269-3469 www.keHlerleweck.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DesIGNED ev: DRAWN BY CHECKED eY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. 1 VOIDED SHEET AND REVISED SHEET SRN 7 -27 -20 INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECOM 9 A -. WET UTILITY PLAN FOR: NUMBER DESCRIPTION: 2' IRON FNB BHA 101,OCHESTEFIELDAN UBLICWORKS DATE: 7 -1 -F9 C7 1888 MONTGOMERY AVENUE LOCATION: OF THE SIDE O G RDRAIL 101, OF CHESTERFIELD AN STEVEN C. KETTLER DATE W PLANNING �] �ta4,.. STEVE AK Ei NGI 1MEft CARDIFF SCHOOL DISTRICT RECORD FROM: ROS 18416 REVIEWER (� 0roi - R.C.E. NO.: 046358 26,0 , 1 -(y ciTr rucl ER 7A 43 ELEVATION: 73.612 DATUM: NAVD88 SENIOR ENGINEER DATE STEVEN C. KETTLER EXP.: 6 -30 -20 INSPECTOR DATE DAT PLANNING CASE N0: 18-120 CDP SHEET 21 OF 36 VOID SHEET, SEE SHEET 7B SLOPE REMARKS D7 N66'2Y79 E - -- 157.20 0.50% MN 18' PVC PIPE SDR -35 D2 N2372'41'M' - -- 8.01 5.9816 8' PVC PIPE SDR -35 D3 N7911'11 - -- 13.22 3.07% 12' PVC PPE SDR -35 D4 N655955 - -- 124.19 3.0776 12' PVC PIPE SDR -35 D5 41111111 - 91.86' 1.93% 8' PVC PPE SDR -35 D6A N71'ST48 - -- 12660' 1.42% 8' PVC PPE SDR -35 D6B N71 MO - -- 126.60' 1.41% 8' PVC PPE SDR -35 D7 N706 O9 W 130.55 260% 12' PVC PPE SDR -35 DB N775619 -- _47._6T 1.8% 120 PVC PPE SDR -35 09 VARIES - - 197.59' 1.00% 4 - 4' PVC PIPES SDR -35 010 VARIES - -- 97.3 DIM 6' PVC PIPE (MR 011 VARIES 31.0' 1 0.58% 1 ' D121 VARIES - 1137-76'1 2.53% 1 4' PVC PIPE SDR -35 ell fe ,. -' « / . ' / / ! / fI0STB10 9 ." 3' / .(..._. L xt ..` I /� /� /�/ / / /�/ .IV PLANTER WALL ,;.�/ �`,.` /, '?! «- V\ '.._•�. i, % ` FOR IMPROVEMENT Y47WN: IF `: , / �� / ! J / ,4i ! l,. - "'�pRO)7ECT K ,, \ .n i/. 6 .., PUBLIC RIGHT LV WAY, / i/ / /�' ``�' PLACE,. ,✓ ^� \,, `i ._. ...� // f .. \ SEE IMPROVEMENT PLAN F / ! /'O J T� „� f \\ \ �i/ / DWG NO. 14203 -1 1 Y If I telex . . \ It Ile- I. i / Ile f S r' 1 . 'E71iSANfT`. -,, -' ,.= ..,. ^yam, ' :i -�_.N � � l n. 2 i \ NOTED DEPTH LP DRY U71UTY LINES ARE TYPICALLY 2' 70 3' DEEP. EXACT ELEVATIONS ARE UNAVAILABLE FROM RECORD DRAWINGS A ROWE REPORT WAS PREPARED FOR SOME U71UTES ON THE PROECT. CONTRACTOR 70 FIELD VERVERIFY. F NOTERA' CONTRACTOR TO COORDINATE W7H U77LITY AGENCIES FOR ALL WORK ASSOCIATED WIN DRY U17U77ES EXiRE�E CARRION I EXACT LOCA77ON AND DEPTH OF EXISTING UTILITIES IS UNKNOWN. CONTRACTOR TO VERIFY AND PR07ECT DURING CONSTRUCTICI. s„ / .../ r' t I w'a Ile Ill y. �...� \ SERVICE ALERT LL ZN / ^/ / i4 i/' f \ iM „., h \\ \ I "•" "••,. ' ' / ?.+^`.. \ \\ `\ `(,\ CALL BEFIXRE YOU DIG �u UWE J le . / , , . ., i .... ,. r� CALL TOLL FIff ell / -/� 4�\ /. %' .. -, NI OR1lW -PSI -2800 _ 2 AD X ��' r��.J TWO MORNING DAYS BEFORE YOU DIG K m Tai i.-- .,...,. \ ' .l.,,. \ `lt i \, F;28:..., ale'l ~ �.., INI f O IIN 7 _ - fV� ":;:::5 �j \\ .\ /� \\\ y °`yG�"g LEWECK \ r . �^ v V / - 303 A STREET SUITE 302 / r \ \ \\ c S i ,�� � ��'_" ENGINEERING / ^ i . ` \ t -' `. k . /. -.v„ Aw � '' .ice . ..,i .,..�� ti. -�_ � :,. .. \� Fop. .a'9 (SEE SHEET 29) .. * * SAN DIEGO, CA 92101 69 (SEE SF SET 9) $F� cmp OIL ILW �� 819 ww. 269-3444 I H: 819 269-3469 www.keHlerleweck.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DesIGNED ev: DRAWN BY CHECKED eY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. 1 VOIDED SHEET AND REVISED SHEET SRN 7 -27 -20 INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECOM 9 A -. WET UTILITY PLAN FOR: NUMBER DESCRIPTION: 2' IRON FNB BHA 101,OCHESTEFIELDAN UBLICWORKS DATE: 7 -1 -F9 C7 1888 MONTGOMERY AVENUE LOCATION: OF THE SIDE O G RDRAIL 101, OF CHESTERFIELD AN STEVEN C. KETTLER DATE W PLANNING �] �ta4,.. STEVE AK Ei NGI 1MEft CARDIFF SCHOOL DISTRICT RECORD FROM: ROS 18416 REVIEWER (� 0roi - R.C.E. NO.: 046358 26,0 , 1 -(y ciTr rucl ER 7A 43 ELEVATION: 73.612 DATUM: NAVD88 SENIOR ENGINEER DATE STEVEN C. KETTLER EXP.: 6 -30 -20 INSPECTOR DATE DAT PLANNING CASE N0: 18-120 CDP SHEET 21 OF 36 VOID SHEET, SEE SHEET 7B PLAN VIEW N SCALE: 1" = 20' 0' 10' 20' 40' I ti E FOR IMPROVEMENT WITHIN / I I PUBLIC RIGHT OF WAY, LI u SEE IMPROVEMENT PLAN 444••• LJ OWG N0. 14203 -1 O \ I I / I \ BEE FM.:T 1DA OF FOR CFRADNO'OF FED AFEA ppl ea / ❑ UTILITY CROSSING DATA (PRIVATE) ID N0. FINISH SURFACE WATER 1P FIRE SERVICE TP SEWER STORM DRAIN IE SI2E POWER UNUTY TP GAS UNE TP CLEARANCE (FT) 1 88.43 80.00 83.91 24 X24 BROOKS BOX GRATED 85.13 12 81.10 79.80 1.2 2 88.33 81.90 81.90 81.37 79.21 85.20 12 STORM DRAIN HEADWALL, WANG TYPE 3.5 3 91.62 83.80 S05 8277 6 86.15 12 L =15 88.84 2.8 4 95.02 SUE TYPE G -2 CATCH BASIN 89.00 8 91.80 93.72 2.2 5 95.7± 92.16 95.03 - -- 89.88 8 90.00 SD8 1.4 6 925± 89.04 91.80 82.06 STORM 89.46 TYPE A -4 6.5 7 93.2± 89.70 86.38 80.84 STORM DRAIN GRAVITY RETAINING WA 8.3 8 95.2± 91.50 83.80 SD11 TYPE G -2 CATCH 92.20 87.90 0.5 9 93.23 89.74 4' END CAP 83.06 x3.40 90.24 6.2 10 95.0* 179.92 DEPTH UN(• 86.34 1 11 92.22 86.16 12 89.19 1.9 12 94.26 90.76 88.99 E 0.9 13 44.26 1 83.32 4 13 14 94.26 8391 4-4 6 81.65 4 2.0 NOTE: * 0.5' MINIMUM CLEARANCE, CONTRACTOR TO PROVIDE SAND CUSHION. •• CONTRACTOR TO FIELD VERIFY THE UNKNOWN DEPTH FOR EXISTING UTIUTIES. O SO STRUCTURE DATA (PRIVATE) NO N0. DESCRIPTION FS/TC G/RIM/TW IE (IN) IE (OUT) SDI MODIREAD TYPE G -2 CATCH BASIN WITH ORIFICE SDRSD D-08 83.80 84.80 80.00 80.00 SD2 24 X24 BROOKS BOX GRATED 80.76 81.10 79.80 79.80 SD3 STORM DRAIN HEADWALL, STRAIGHT TYPE B 81.90 81.90 79.21 79.21 SD4 STORM DRAIN HEADWALL, WANG TYPE 86.50 87.00 83.80 83.80 S05 STORM DRAIN CURB INLET, TYPE B -1 L =15 88.84 8884 84.98 84.64 SUE TYPE G -2 CATCH BASIN SDRSD D-08 93.72 93.72 8822 88.02 507 8 END CAP 95.03 - -- 90.00 90.00 SD8 TYPE G -1 CATCH BASIN SDRSD D -GIB 98.03 98.03 91.80 91.80 SD9 STORM DRAIN CLEANOUT TYPE A -4 9TY3 95.10 95.10 86.58 86.38 SD10 STORM DRAIN GRAVITY RETAINING WA TYPE A L =4 85.80 85.80 83.80 83.80 SD11 TYPE G -2 CATCH BASIN SDRSD D -GIB 87.90 87.90 a5.50 85.50 5012 4' END CAP 86.1± x3.40 83.40 SD13 I WYE CONNECTION 18 °%18'X4' ) 184.1±1 179.92 79.92 * ** MODIFICATION = GRATED UNLET TO SHALL BE 12 "X18' STORM DRAIN PIPE DATA (PRIVATE) NO. DELTA RNG RADIUS LENGTH SLOPE REMARKS D1 N66'2Y19'E - -- 157.20' 0,50% MIN 18' PVC PIPE SDR -35 D2 N23'32'41'W - -- 8.01' 5.99% 8' PVC PIPE SDR -35 40.32' D3 N7911'11'W - -- 12.66' 6.64% 12' PVC PIPE SDR -35 D4 N65'59'55 °W - -- 121.21' 258% 12' PVC PIPE SDR -35 D5 N1117'11 0E - -- 92.36' 1.93% 8' PVC PIPE SDR -35 DS N7170'48'W - -- 250.76' 1.43% 8' PVC PIPE SDR -35 D7 N7816'09 0W - -- 130.55' 260% 12' PVC PIPE SDR -35 D8 N775619 W - -- 47.6T 1.8% 12' PVC PIPE SDR -35 D9 VARIES - -- 197.59' 1.00% 4 - 4 PVC PIPES SDR -35 D10 VARIES - -- 9TY3 0.58% 6" PVC PIPE SDR -35 D11 VARIES - -- 31.0' 0.58% ' D12 I VARIES - 1137.76-1 253% 1 4" PVC PIPE SDR -35 FIRE SERVICE PIPE DATA (PRIVATE) NO. DELTA RNG RADIUS LENGTH REMARKS F1 N15U9'48 0E - -- 1 3.50' 6' C -900 PVC PIPE CLASS 305 DR -14 F2 N74'S0'12'W - 10.52' " F3 N15*09'48'E - 40.32' " F4 N62647'02'E --- 84.53' ' F5 N27- 12'58'W - -- 15.06' ' F6 N63*0615'E - -- 3.00' ' F7 N29450'12'W - 5.55 " WATER SERVICE PIPE DATA (PRIVATE) NO. DELTA RNG RADIUS LENGTH REMARKS WI N71'3 48 W --- 56.71 2" PVC PIPE (SCH 80 W2 N18029112 E --- 65.72 ' W3 N711 48 W - -- 202.20 ' W4 N385648 E ___ 34.54 ' W5 N18029'12 0E - -- 38.45 1 2" PVC PIPE (SCH 80 W6 N38'0649 E - 31.14 ' W7 N6259 '22E - 13.75 ' W8 N51653111 W - -- 22.48 ' CHANGE s_ 9's / i \ 6 � x83.fl p P - P P1 p \ � TSAREA 85,345 SF. P 11 5 19 SEA 10 °w \ 18 CONTRACTOR TO DEFLECT 12 PIPE HORIZONTALLY AND ti �(a G\ vER77CALLY WTH THRUST 5, /G i 2 SEE SHEET / 18 OF 43 1 / FFE (INC f ?' P =86.6 iWALE O 1% 3 asp / SHEET 18 � �. POC IE =84559 (PER PLUMBING) -SWALE O 1.1% e °r i I gyp} ,1 / 87 ,. %1y s4 s RIP RAP SPECIFICATIONS NO. ROCK SIZE RR1 4 TON RR2 NO. 2 BACKING RR3 I NO. 2 BACKING I \ 21 SLOPE 3 OF / I,\ \ o / / BOTTOM OF SPILLWAYS `nl� SECTION 14 NOT TO SCALE i�� � �• � , IIIIII 1117 I k � t \� 111 lilrIA DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS SRN 7 -27 -20 DESCRIPTION: 2' IRON PIPE BRASS DISC STAMPED ENG41 LS70YJ LOCATION: EAST SIDE OF NB HWY 101, OF CHESTERFIELD AND STEVEN C KETTLER DATE PUBLIC WORT W OF THE NORTH END OF GUARDRAIL . PLANNING RECORD FROM ROS 18416 REVIEWER ELEVATION: 73,612 DATUM: NAVD88 SENIOR ENGINEER DATE IkIQDI=nTnD �SAA STORM DRAIN PERFORATED PIPE DATA (PRIVATE) N0. LENGTH SLOPE REMARKS INVERT ELEVATIONS P1 77.04' 0.5% MIN. 6° PVC PERFORATED PIPE 80.40 P2 65.72' 10.5% MIN. 6° PVC PERFORATED PIPE 80.40 P3 1 54.80' 10.5% MIN. 6' PVC PERFORATED PIPE 80.40 SEWER LATERAL PIPE DATA (PRIVATE) NO. DELTA RNG RADIUS LENGTH SLOPE REMARKS S1 N02450'19 0W - -- 99.57 1R MIN 4' PVC PIPE SDR -76 S2 N51053'11'W - -- 5&72' 1% MIN 4L PIPE SDR -35 S3 N38U6'49 0E - -- 35.04' 1% MIN 4- PVC PIPE SDR -35 S4 Na3U6'49 0E - -- 5.32' 1% MIN 4' PVC PIPE SDR -35 S5 N51453'11'W - 14.50' 1% MIN 4' PVC PIPE SDR -35 KEYED NOTES (UTILRIEB) PROPOSED SEWER O PROP 4' PVC SEWER LATERAL (PVT) PER SDRSD DWG NO. SS -01 O EXIS71NG SEWER PIPE TO REMAIN, PROTECT IN PLACE O3 PROP WYE CONNECTION (PVT) AND CONNECT SEWER CLEANOUT (PUBLIC), IE (IN) 81.15 AND /E (OUT) 81.05, FS 8810. SEE IMPROVEMENT PLANS DWG N0. 14203 -1 O PROP. POINT OF CONNECTION AT BUILDING L FOR 40 PVC SEWER UT, IE 82.15. O PROP WYE CONNECTION FOR 40 SEWER LATERAL FROM BLDG 1'. INSTALL SEWER CLEANOUT (PVT), IE 8212, FS 9270 © PROP. POINT OF CONNECRON FOR THE DRINKING FOUNTAIN (PVT), IE 8326 PROPOSEDPROPOSEL[ EDVIAT R O1 PROP 2 PVC WATER SERVICES (PVT) PER WAS DWG N0. WS -02 CAUTION I Q PROP CONNECTION FOR 2' PVC WATER SERVICES TO EXISTING 2' COPPER WATER EXISTING UNDERGROUND URURES AND FACILITIES SHOWN ON THESE PLANS SERVICE CONTRACTOR TO SUBMIT TO ENGINEER -OF -WORK DETAILS) FOR HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SCHEMATIC IN CONNECTION TO EXISTING FOR APPROVAL NATURE THE PUNS MAY NOT REFLECT ALL EXISTING UTILITIES Q PROP POINT OF CONNECTION CONTRACTOR TO CONFIRM LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO q PROP POINT OF CONNECTION FOR THE DRINKING FOUNTAIN START OF WORK AND NOTIFY ENGINEER OF WORK OF ANY DISCREPANCIES Q PROP 112' PVC WATER SERVICES (PVT) NOTE © E SS77NO 2' WATER BACKFLOW PREVENMR (PVT) TO REMAIN & PROTECT IN EXISTING URURES SHOWN ON 7N /S SHEET ARE FOR REFERENCE ONLY. PROPOSED STORM DRAIN FOR EXISTING UTILITIES TO REMAIN, SEE SHEETS 3 AND 4. Q1 PROP STORM DRAIN CURB INLET, TYPE B' (PVT) PER SORSD DWG NO. D-02 NOTE` 0 PROP STORM DRAIN PIPE (SEE STORM DRAIN DATA) (PVT) REFER TO ELECTRICAL PLANS ( SEPARA7E PUNS) 3 PROP STORM DRAIN STRAIGHT HEADWALL, TYPE B (PVT) PER SORSO DWG NO. D -32 FOR LOCATION OF EXISTING AND PROPOSED LIGHTS IE =79.21 AND ELECTIWCAL LINES ® PROP MODIFIED TYPE 'D' CONCRETE BROW DITCH (PVT) PER SDRSO DWG NO. D -75 NOTE PROP PAR17 L INFILTRATION BASIN (PVT) SEE DETAIL A, SHEET 18 OF 43 FOR ONS17E 'PR /V47E" UTILITY N07ES, © PROP STORM DRAIN GRATED INLET (SEE STORM DRAIN STRUCTURE DATA FOR SIZE) SEE SHEETS 20 OF 43 (PVT) Q7 STORM DRAIN CURB OUTLET (PUBLIC) SEE IMPROVEMENT PLAN NOM \ SET EELLANDSCAPEE PLANS © PROP STORM DRAIN CLEANOUT, TYPE A -4 (PVT) PER SORSO DWG N0. D -09 \ (SEPARATE PUNS FOR TREE Qg PROP CONCRETE SHALE/SPILLWAY (PVT) SEE DETAIL F, SHEET 19 OF 43 / FgA'ON RE IREMENTS 1p PROP S1DRM DRAIN INING TYPE HEADWALL (PVT) PER SORSO DWG NO 0-34 '\ 11 PROP 80 PVC STORM GRAIN PERFORATED PIPE (PVT) \ \ 12 PROP STORM DRAIN GRAVITY RETAINING WALL, TYPE A (PVT) PER \\ \ SDRSO DWG NO. C -09 \ 13 PROP AIRIUM DRAIN, TG =85.8, IE =8395 PROP ATRIUM DRAIN, TG--859, IE =84.24 Y x 15 EXISTING STORM DRAIN CURB OUTLET TO BE REMOVED \\\ FOR IMPROVEMENT WITHIN 16 PROP CONCRETE ANCHOR (PVT) PER CSD -SD ONG NO. SOS -114 (L =5) PUBLIC RIGHT OF WAY, SEE IMPROVEMENT PLAN Q PROP STORY DRAIN END CAP (SEE STORM DRAIN STRUCTURE DATA FOR SIZE) (PVT) ONG NO. 14203 -1 18 PROP IMPERMEABLE LINER (SIDES ONLY), SEE DETAIL ON SHEET 18 OF 43 �- 19 PROP STORY GRAIN RIP RAP ENERGY DISSIPATOR (PVT) PER SDRSD DWG NO. D-40 PROPOSED FIRE \moay\\PROP TIRE HYDRANT (PUBLIC), SEE PUBLIC IMPROVEMENT PLAN \ APN 280-271-16 2 PROP 6' PVC FIRE SERVICE (PVT) PER WAS DWG N0. WF -05 EX*. C PROP 6' BACKFLOW PREVENTER REDUCED PRINCIPLE DETECTOR ASSEMBLY (PVT) / \ (PER WAS DWG NO WF -05 ON 5NEET C180) \\ , MANUFACTURER: AMES FIRE & WAIERNURKS l 1485 TANFORAN AVENUE \ l \ WOODLAND, CA 95776 I \I \ • MODEL- COLT SERIES6C30ON EXISTING FIRE HYDRANT TO REMAIN, PROTECT IN PUCE PROPOSED FIRE DEPARTMENT CONNECTION (FDC) �,r�, \ \ \\ \\ \\ (SEE FIRE SPRINKLER 517E PLAN, SHEET FP00.2) 4 \\ ig \ \ DRY UTILITIES (BY OTHERS. SHOWN HEREON FOR REFERENCE ONLY Q PROP ELECTRIC HANDHOLE (SEE ELECRICAL PLANS) Q PROP POWER UTILITY CONDUIT (SEE ELECTRICAL PLANS) PROP 3' MEDIUM PRESSURE CAS LINE (SEE PLUMBING PLANS) PROP PARKING LOT LIGHT (SEE ELECTRICAL PLANS) \\ / I �< \` �..,... NOTE` DEPTH OF DRY U77LITY LINES ARE TYPICALLY 2' TO 3' DEEP. EXACT ELEVATIONS ARE UNAVAILABLE FRO14 RECORD DRANINGS A POTHOLE REPORT WAS PREPARED FOR SOME URURES ON THE PRO,ECT. CONTRACTOR TO FIELD VERIFY. NOTE CONTRACTOR TO COORDINATE NTH UTILITY AGENCIES FOR ALL WORK ASSOCIATED NTH DRY URURES. EXTTEME CAUTION I EXACT LOCATION AND DEPTH OF EXISTING URURES IS UNKNOWN. CONTRACTOR TO VERIFY AND PROTECT DURING CONSTRUCTION. (SEE SHEET 9) unWOT' umolFFoy' K m4RF °' ENGINEERING DIVISION APPROVALS PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: DATE: 06 -29 -2020 StPwP Nowak, / "�• /LG R.C.E. NO.: C48358 STEVE NOWAK rO EDWARD J. WIMMER CITY ENGINEER STEVEN C. KETTLER cvD. R -Om> _.__ _7 -27 -20 o; LI DERGRO%D SERVICE ALES, CALL BEFORE YOU DIG CALL TOLL FTiff naRi'eoo -moo iW0 WORKING DAYS BEFORE YOU DIG KETTLER #LEWECK No. C4835t ENGINEERING * * 1620 SAN DIEGO, AVENUE, SUITE 675 SAN DIEGO, CA 92101 1:879 4417:619 26969 -3459 ROOF WL1F� www.ketww.kettlerleweck . com CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. r UTILITY PLAN FOR 1888 MONTGOMERY AVENUE CARDIFF 14203 -G SCHOOL DISTRICT - PHASE 1 260 - 340 -02 NEW SHEET 0 co W N 0 mm U m W� z b LL ci ra N w z i �W Z op IN ma 0 0 m m 0 m N EX I I; i� _II FOR IMPRI (SEE SHEET 7) I. + F ' n. . ., {i -<: .r- {;._..t7 �- ._c1.. �Rt3 c ( CAUTION I ! §` \ -� EXISTING (AW)ERGROUND Ul1UlES AIR) FACLITIES SHOWN ON THESE PLANS i y NI. HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SCFENA17C IN •., y \ + NATURE THE PLANS MAY NOT REf1ECT ALL EXISTING UT TIES \ CONTRACTOR TO CONFIRM LOCATIONS OF ALL EXISTING U71UTIES PRIOR TO $ START ON WINK AND NOTIFY ENGINEER OF WORK OF ANY DISCREPANCIES. i yy FOR ON9E GMVAE U N NOTES 2 ON 19 1 IIff _\ FYI , i l s cocronnnrinni + _. .... C W + I �I NNry 3 + II �; y�j Ei I j P?9 .JI 1 FOR NPROVEMENT i WTHIN PUBLIC RIGHT OF WAY, SEE IMPROVEMENT 1 PLAN DWO NO. 14203 -1 S ' \n I I W7 i I I i j ( Ipj DESCRIPTION r 0 a 1 I I I I} ,gl i1, t l i '1 i I I ;t qm 1,C , n k 1 I \ 1 \ I j.. l ti R I 1 V I', I (� r roll I E' 1 11 ,L Ii mj i 1 af( m e- 3�t t it �l I9 7 ra 1 9 I 9 ■ UTILITY CROSSING DATA SD STRUCTUR (PVT) ®® DESWTNN F FS E E (N) E ® I I D D SDI T TYFE F2 CATOLIMILIM SDR 8 86.50 8 8288 j jam 3 S AGH I TYPE U 8 85A 8 8254 SD2 A 88O) . .50 8 86.50 SD3 8 SD4 S S AW 4 R RM. 9 91.59 8 87.24 -NORTH SIDE 8 87.14 87.14 -EAST SVE / H HE ICING 8 87.89 W WAD 8 88.50 8 85.50 T, 9 90.69 9 9D.69 8 86.98-NOR7H SIDE 8 86.97 86.98 -EAST SIDE _ 2 24'X24' S 9 91.14 9 91.14 8 87.41 8 87.41 4 4' 9 91.11 9 91.11 8 87.50 8 87.50 END 9 91.01 8 87.53 8 87.53 • 9 911 0 01 8 87.10 8 87.10 1 BOX 9 91.71 9 91.71 8 87.66 8 87.88 4' BROOKS BOX 8 84.16 8 84.50 8 83.00 8 83.00 ' O OF STORM DRAW PIPE 8 84.11 8 8289 8 8289 1 1 1 TI CONNECTION 9 95.91 8 89.11 8 89.11 11MM4 1 D CAP 9 9591 8 89.13 8 89.13 ViSI)15 D 5018 ND 9 91. 8 87.45 8 87.45 _r Ell Lm= mmwoomm NOTE: • ON MINIMUM CLEARANCE, CONTRACTOR TO SAN •r CONTRACTOR TO FELD VERIFY THE UWNOVN TH FOF oWlTma fi SD STRUCTUR (PVT) II D DESWTNN F FS E E (N) E E (OUT) I I D D SDI T TYFE F2 CATOLIMILIM SDR 8 86.50 8 8288 j jam 3 S AGH I TYPE U 8 85A 8 8254 SD2 A 88O) . .50 8 86.50 SD3 8 SD4 S S AW 4 R RM. 9 91.59 8 87.24 -NORTH SIDE 8 87.14 87.14 -EAST SVE / H HE ICING 8 87.89 W WAD 8 88.50 8 85.50 T, 9 90.69 9 9D.69 8 86.98-NOR7H SIDE 8 86.97 86.98 -EAST SIDE _ 2 24'X24' S 9 91.14 9 91.14 8 87.41 8 87.41 4 4' 9 91.11 9 91.11 8 87.50 8 87.50 END 9 91.01 8 87.53 8 87.53 • 9 911 0 01 8 87.10 8 87.10 1 BOX 9 91.71 9 91.71 8 87.66 8 87.88 4' BROOKS BOX 8 84.16 8 84.50 8 83.00 8 83.00 ' O OF STORM DRAW PIPE 8 84.11 8 8289 8 8289 1 1 1 TI CONNECTION 9 95.91 8 89.11 8 89.11 11MM4 1 D CAP 9 9591 8 89.13 8 89.13 ViSI)15 D 5018 ND 9 91. 8 87.45 8 87.45 FIRE SERVICE PIPE DATA (PRIVATE) N0. I DELTA RNG RADIUS LENGTH REMARKS F1 I N3312.58 -W I - -- 14.95' 6- C -900 PVC PIPE CLASS 305 DR -14 F2 I N781258 -W I - -- 50.48' F3 Nll'4 02 E 1 - -- 4.42 F4 N46.35'29'W I - -- 9.88' I ' t \\ WATER SERVICE PIPE DATA (PRIVATE) NO. DELTA G RADIUS LENGTH REMARKS WI 446'23 37 W - 0.95 2' PVC PIPE SCH 80 W2 N43'24'31 E - 0.99 - v W3 443'2431 E - -- 1.26 W4 N46.233 W - -- 5.52 ' MI5 N053515 E - -- N46352 WW - -- 116.39' ' W FOR IMPROVEMENI WITHIN PUBLIC aw T OF ..�, ..: WAY, SEE IMPROVEMENT , PLAN ONG vcP LS„ ! 1' l! I {U,li✓ PER ENCF /'V` .✓ r' ', EX. 6 A � yAR ENG?, w 0 76 204 f' -_ _ "i/ +, / �tys ,l .,.../, / \ � ri JI -y - 7n MOZAK AVENUE ; ` 1 .(PLN1C PoOIi- OF -WA1) ', a.... _. / - ........ . . .... - ALERT EX 6 ASP s: wW ��... ® CALL BEFORE YOU DIG = S - }ji 1 IXR "S ^.•. ....... �y l ; ' AI � N .OB ; on w-m APN zeo-8oS I li 6, ? APN 2883.66 `, TWO woRKINC own BEFORE YDU ac APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: 1 DRAM BY: CHEC INT. DATEI PLANS PREPARED UNDER SUPERVISION OF DESCRIPTION: T IRON PIPE BRASS DISC STAMPED ENC41 LSr372 PUBLIC WORKS DATE: 711-1-49 LOCATION: EAST SIDE OF NB HWY 101 OF CHESTERFIELDANO WOF THE NORTH END OF GUARDRAIL STEVEN C. KETTLER GATE pLANNING RECORD FROM: ROB 19416 �• R.C.E. NO.: 048358 ELEVATION: 73812 DATUM: NAVD88 REVIEWER SENIOR ENGINEER DATE i.,eoo�r..o STEVEN C. KETTLER EXP.: BJ0-20 STORM DRAIN PIPE DATA (PRIVATE) NO. DELTA RNG RADIUS LENGTH SLOPE REMARKS D7 N34W 42 E - -- 23.70 0.5% MW. 1E PVC PIPE D2 N4P•4054 E --- 10.92 1.01% 8- PVC PIPE SOR -35 03 N551214 E - -- 128.48' 0.5% MIN. 18' PVC PPE SDR -35 04 455'3425 E - -- 98.04 0.89% 12' PVC PPE SDR -35 D5 28'04414 45.00' 22.05 0.5% MIN. 12' PVC PPE SDR -35 D6 N63W 20 E - -- 71.30 0.5% MIN. 12' PVC PPE SDR -35 D7 42533 39 W - -- 85.18 0.5% MIN. ON PVC PPE SDR -35 DO N35PW46NE - -- 18.25' 0.5% MIN. 6' PVC PIPE SDR -35 D9 N30R4'42 W - -- 6.81' 0.5% MW. 6' PVC PIPE SDR -35 070 N41' 02 E - -- 22.83' 0.5% MIN. 8' PVC PIPE SDR -35 011 N11'2351 - -- 1.80 1.0% 8' PVC PIPE SDR -35 Dig N32'5033 W - -- 63.88 O.SR MIN. 8' PVC PIPE SDR -35 013 N09' 2 -- 39.54 0.5% MIN, 8' PVC PIPE SDR -35 STORM DRAIN PERFORATED PIPE DATA (PRIVATE) N0. GTH SLOPE REMARKS INVERT ELEVATIONS P1 88.34 0.5 %MIN 6' PVC PERFORATED PIPE 83.OD P2 195.00'10.5Z MIN 83.00 P3 61.00 O.S1L MW 83.00 KEYED NOTES (UTILITIES) PROPOSED SEWER O PROP 4' PYC SEVER U)EFAL (PVT) PER SORSD DNS NO 55-01 O CONNECT ro SEWER OfAN011T (PUBLIC). 9I MPRO AILS ON N0. 1420J - IE 8410 (IX E 870), IS 91.90 0 NOT USED O PROP SEW7R END CAP (PVT), E 91.62 OS PROPOSED 6' PVC SEVER SEE IMPROVEMENT PUNS PER OWG. NO 14203 © INSTALL SEVER , IE 85.35, FS 91.58 7 PRO' POW CTION FO7 TI1E DNNNWG FOUNTAIN, IE 86.74 8 PROP RN, E8S17 9 (XIN ECDON AM NSTAU SENER CLEANOUT, E 8459 FS 92.10 PRO° ROC AT BUIDING J FOR 4' PVC SEVER LATERAL, E 86.07 EMT SEVEN LA ERA TO BE ABANOOVED. SITE AFROMENT RAMS DW NOI 14203 -1 ® PROP WYE COWECIIOL E 8456 ® FUTURE SEVER LATERAL (PVT) FOR WOKE ENT 2, SIM FOR REFERENCE PROPOSED STORM DRAIN 1Q PROP STORM DRAW PIPE (SEE STORM DPAN DATA) (PVT) 2Q PROP PARTIAL INFILTRAWN BASW (PVT) SEE DETAIL A 9EET 18 OF 19 3Q PROP STORM DRAW GRATED WL£T (SEE SIM DRAW STRUCTURE DATA FOR 5121) (PVT) 4A STORM DRAW ONE? OUTLET (PUBLIC) SEE NPROWfEENT ",, (R. 8272) ® STERN DRAW ON OUTLET (PUBLIC) SEE AFROWEIMENT PUN, (R 82 10) Q5 PROP STORLF DRAW END CAP (SEE SIGN DRAW STMUCTUE DATA FOR SIRE) (PVT) © PRA^ STORM DRAW STRAIGHT "MALL TWE 8 (PVT) PER WRSO ONG NO D-32 Q7 PROP B' PVC STORM DRAW PERFORATED PEE (PVT) 8 PROP STORM DRAW CLEAA'WT, ITPE A -4 (PVT) PER SO75D ON Na 0 -09 9 PROP SIM GRAN NNG TYPE HEADWALL (PVT) PER SORSD ONG NO D -34 10 PROP CONLREE BROW DITCH (PVT) PER SDRSO ONG NO 0-75 n FUIURE STOW DRAW (PVT) FOR WMAENT 2 SHONN FOR REFERENCE 12 PROP CONCRETE SWALEISPILLWAY (PVT) SEE DETAIL D SHEET 19 OF 19 1© PROP CONCRETE ANCHOR (PVT) PER CSD-SO ONG Na SDS -114 (Lm5) 14 PROP IMPERMEABLE LINER (SIDES ONLY) 15 PROP SUM DRAW RIP RAP ENERGY DISSHPATR (PVT) PER SORSO DW NO D -40 PROPOSED FlREFlRE Q PROP 6' PVC FIRE SERNLE (PVT) PER WAS DW NO NF -05 Cl) FUTURE SERWOF (PVT) FOR MEMWT 2 SEE S EET 24 Or 33 9RONN FOR DRY UTILITIES (BY OTHERS. SHOWN HEREON FOR REFERENCE ON Y) 01 PROP ELECRC HANDVOE (SEE fLECICAI. PLANS) Q PROP PONER UTILITY CONWIT (SEE ELECIRICA PLANS) 0 PROP 3' AMIN PRESSLW GAS LIE (SEE PLUYBWG RAMS) Q � FPONER CCWDOT FOR WOmwT 2 (SEE ELECTRICAL PLANS), PROPOSED WATER Qt PROP 2' PVC WATER SERVICES O PROP WATER END CAP, TP 8819, FS 91.69 Q NOT USED 4 PROP 1/Y PVC WATER SERVICES FOR DROVING FOUNTAIN 5 PROP POINT ON CONNEC7ION © PROP OM ES71C WATER RACKFLOW PREVENTOR, INCLUDE (1) 2' METER (BADGER RECORDALL DISC METER - M170) AND 2' BALWFl.OW (WLKENS) Q7 PROP PONT OF CONNECTION FOR THE DRINKING FOUNTAIN, IS 91.78, TO W28 OB FUTURE WATER SERVICES (PVT) FOR W07EMENT 2 SEE SHEET 24 ON 38, 5HONN FOR REFERENCE NOTE DEPTH OF DRY UTILITY LINES ARE TYPICALLY 2' TO 3' DEEP. EXACT ELEVATIONS ARE UNAVAILABLE FROM RECORD DRAWINGS A P07HOE REPORT WAS PREPARED FOR SOME UTILITIES ON THE PRO,ECT. CONTRACTOR TO FIELD VERIFY. NOT. CONTRACTOR TO COOA'DINAE WITH UTILITY A ENOES FOR ALL WICK ASSOOAED WIN DRY UTILITIES. O N EXTFEkE CALMM I EXACT LOCATION AKIN DEPTH ON EXISTING U17UIIES IS UNKNOWN ccwTRacTDR ro WERFr ARIL PROTECT WRWC caNSTRUCTroN. o W m �O UTILITIES SHOWN ON THIS SHEET ARE FOR RffERENCE ONLY, FOR w ran LLo EXI TIES TO REMAIN, SEE SHEETS 3 AND 4. ? ry < ZW TREE PROTECTION NITS Y J REFER TO ELECTIICAL SEE LANDSCAPE PLANS G m N AS PART W OSA PUN AS PART OF DSA PLAN SET FOR w m I mA OM 7 Fm RAM TREE PR0EC17ON REOURWM7S PT s PLAN VIEW N „�'� � �"'�,� xE� W No. 1 X 8 3 5 8 E N G I r1 ® ¢ FwP. 8-70 -2020 �' 303 A ST... SCALE: 1" = 20' V 10' 20' 40 Jj CIVI\ �* 879 8971 4jf Or G1.1P� www.ke ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT '.EC D: V \' WET UTILITY PLAN FOR 1888 MONTGOMERY AVENUE T WAK DWARDJ. W ER CARDIFF SCHOOL DISTRICT 1.9 - (ck 0141tr i9 260- 340 -02 PLANNING CASE NO: LEWECK �LN G 1 VOID SHEET, SEE SHEFT 22 mi ¢o Yn2 W FOR IMPROVEMENI WITHIN PUBLIC aw T OF ..�, ..: WAY, SEE IMPROVEMENT , PLAN ONG vcP LS„ ! 1' l! I {U,li✓ PER ENCF /'V` .✓ r' ', EX. 6 A � yAR ENG?, w 0 76 204 f' -_ _ "i/ +, / �tys ,l .,.../, / \ � ri JI -y - 7n MOZAK AVENUE ; ` 1 .(PLN1C PoOIi- OF -WA1) ', a.... _. / - ........ . . .... - ALERT EX 6 ASP s: wW ��... ® CALL BEFORE YOU DIG = S - }ji 1 IXR "S ^.•. ....... �y l ; ' AI � N .OB ; on w-m APN zeo-8oS I li 6, ? APN 2883.66 `, TWO woRKINC own BEFORE YDU ac APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: 1 DRAM BY: CHEC INT. DATEI PLANS PREPARED UNDER SUPERVISION OF DESCRIPTION: T IRON PIPE BRASS DISC STAMPED ENC41 LSr372 PUBLIC WORKS DATE: 711-1-49 LOCATION: EAST SIDE OF NB HWY 101 OF CHESTERFIELDANO WOF THE NORTH END OF GUARDRAIL STEVEN C. KETTLER GATE pLANNING RECORD FROM: ROB 19416 �• R.C.E. NO.: 048358 ELEVATION: 73812 DATUM: NAVD88 REVIEWER SENIOR ENGINEER DATE i.,eoo�r..o STEVEN C. KETTLER EXP.: BJ0-20 STORM DRAIN PIPE DATA (PRIVATE) NO. DELTA RNG RADIUS LENGTH SLOPE REMARKS D7 N34W 42 E - -- 23.70 0.5% MW. 1E PVC PIPE D2 N4P•4054 E --- 10.92 1.01% 8- PVC PIPE SOR -35 03 N551214 E - -- 128.48' 0.5% MIN. 18' PVC PPE SDR -35 04 455'3425 E - -- 98.04 0.89% 12' PVC PPE SDR -35 D5 28'04414 45.00' 22.05 0.5% MIN. 12' PVC PPE SDR -35 D6 N63W 20 E - -- 71.30 0.5% MIN. 12' PVC PPE SDR -35 D7 42533 39 W - -- 85.18 0.5% MIN. ON PVC PPE SDR -35 DO N35PW46NE - -- 18.25' 0.5% MIN. 6' PVC PIPE SDR -35 D9 N30R4'42 W - -- 6.81' 0.5% MW. 6' PVC PIPE SDR -35 070 N41' 02 E - -- 22.83' 0.5% MIN. 8' PVC PIPE SDR -35 011 N11'2351 - -- 1.80 1.0% 8' PVC PIPE SDR -35 Dig N32'5033 W - -- 63.88 O.SR MIN. 8' PVC PIPE SDR -35 013 N09' 2 -- 39.54 0.5% MIN, 8' PVC PIPE SDR -35 STORM DRAIN PERFORATED PIPE DATA (PRIVATE) N0. GTH SLOPE REMARKS INVERT ELEVATIONS P1 88.34 0.5 %MIN 6' PVC PERFORATED PIPE 83.OD P2 195.00'10.5Z MIN 83.00 P3 61.00 O.S1L MW 83.00 KEYED NOTES (UTILITIES) PROPOSED SEWER O PROP 4' PYC SEVER U)EFAL (PVT) PER SORSD DNS NO 55-01 O CONNECT ro SEWER OfAN011T (PUBLIC). 9I MPRO AILS ON N0. 1420J - IE 8410 (IX E 870), IS 91.90 0 NOT USED O PROP SEW7R END CAP (PVT), E 91.62 OS PROPOSED 6' PVC SEVER SEE IMPROVEMENT PUNS PER OWG. NO 14203 © INSTALL SEVER , IE 85.35, FS 91.58 7 PRO' POW CTION FO7 TI1E DNNNWG FOUNTAIN, IE 86.74 8 PROP RN, E8S17 9 (XIN ECDON AM NSTAU SENER CLEANOUT, E 8459 FS 92.10 PRO° ROC AT BUIDING J FOR 4' PVC SEVER LATERAL, E 86.07 EMT SEVEN LA ERA TO BE ABANOOVED. SITE AFROMENT RAMS DW NOI 14203 -1 ® PROP WYE COWECIIOL E 8456 ® FUTURE SEVER LATERAL (PVT) FOR WOKE ENT 2, SIM FOR REFERENCE PROPOSED STORM DRAIN 1Q PROP STORM DRAW PIPE (SEE STORM DPAN DATA) (PVT) 2Q PROP PARTIAL INFILTRAWN BASW (PVT) SEE DETAIL A 9EET 18 OF 19 3Q PROP STORM DRAW GRATED WL£T (SEE SIM DRAW STRUCTURE DATA FOR 5121) (PVT) 4A STORM DRAW ONE? OUTLET (PUBLIC) SEE NPROWfEENT ",, (R. 8272) ® STERN DRAW ON OUTLET (PUBLIC) SEE AFROWEIMENT PUN, (R 82 10) Q5 PROP STORLF DRAW END CAP (SEE SIGN DRAW STMUCTUE DATA FOR SIRE) (PVT) © PRA^ STORM DRAW STRAIGHT "MALL TWE 8 (PVT) PER WRSO ONG NO D-32 Q7 PROP B' PVC STORM DRAW PERFORATED PEE (PVT) 8 PROP STORM DRAW CLEAA'WT, ITPE A -4 (PVT) PER SO75D ON Na 0 -09 9 PROP SIM GRAN NNG TYPE HEADWALL (PVT) PER SORSD ONG NO D -34 10 PROP CONLREE BROW DITCH (PVT) PER SDRSO ONG NO 0-75 n FUIURE STOW DRAW (PVT) FOR WMAENT 2 SHONN FOR REFERENCE 12 PROP CONCRETE SWALEISPILLWAY (PVT) SEE DETAIL D SHEET 19 OF 19 1© PROP CONCRETE ANCHOR (PVT) PER CSD-SO ONG Na SDS -114 (Lm5) 14 PROP IMPERMEABLE LINER (SIDES ONLY) 15 PROP SUM DRAW RIP RAP ENERGY DISSHPATR (PVT) PER SORSO DW NO D -40 PROPOSED FlREFlRE Q PROP 6' PVC FIRE SERNLE (PVT) PER WAS DW NO NF -05 Cl) FUTURE SERWOF (PVT) FOR MEMWT 2 SEE S EET 24 Or 33 9RONN FOR DRY UTILITIES (BY OTHERS. SHOWN HEREON FOR REFERENCE ON Y) 01 PROP ELECRC HANDVOE (SEE fLECICAI. PLANS) Q PROP PONER UTILITY CONWIT (SEE ELECIRICA PLANS) 0 PROP 3' AMIN PRESSLW GAS LIE (SEE PLUYBWG RAMS) Q � FPONER CCWDOT FOR WOmwT 2 (SEE ELECTRICAL PLANS), PROPOSED WATER Qt PROP 2' PVC WATER SERVICES O PROP WATER END CAP, TP 8819, FS 91.69 Q NOT USED 4 PROP 1/Y PVC WATER SERVICES FOR DROVING FOUNTAIN 5 PROP POINT ON CONNEC7ION © PROP OM ES71C WATER RACKFLOW PREVENTOR, INCLUDE (1) 2' METER (BADGER RECORDALL DISC METER - M170) AND 2' BALWFl.OW (WLKENS) Q7 PROP PONT OF CONNECTION FOR THE DRINKING FOUNTAIN, IS 91.78, TO W28 OB FUTURE WATER SERVICES (PVT) FOR W07EMENT 2 SEE SHEET 24 ON 38, 5HONN FOR REFERENCE NOTE DEPTH OF DRY UTILITY LINES ARE TYPICALLY 2' TO 3' DEEP. EXACT ELEVATIONS ARE UNAVAILABLE FROM RECORD DRAWINGS A P07HOE REPORT WAS PREPARED FOR SOME UTILITIES ON THE PRO,ECT. CONTRACTOR TO FIELD VERIFY. NOT. CONTRACTOR TO COOA'DINAE WITH UTILITY A ENOES FOR ALL WICK ASSOOAED WIN DRY UTILITIES. O N EXTFEkE CALMM I EXACT LOCATION AKIN DEPTH ON EXISTING U17UIIES IS UNKNOWN ccwTRacTDR ro WERFr ARIL PROTECT WRWC caNSTRUCTroN. o W m �O UTILITIES SHOWN ON THIS SHEET ARE FOR RffERENCE ONLY, FOR w ran LLo EXI TIES TO REMAIN, SEE SHEETS 3 AND 4. ? ry < ZW TREE PROTECTION NITS Y J REFER TO ELECTIICAL SEE LANDSCAPE PLANS G m N AS PART W OSA PUN AS PART OF DSA PLAN SET FOR w m I mA OM 7 Fm RAM TREE PR0EC17ON REOURWM7S PT s PLAN VIEW N „�'� � �"'�,� xE� W No. 1 X 8 3 5 8 E N G I r1 ® ¢ FwP. 8-70 -2020 �' 303 A ST... SCALE: 1" = 20' V 10' 20' 40 Jj CIVI\ �* 879 8971 4jf Or G1.1P� www.ke ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT '.EC D: V \' WET UTILITY PLAN FOR 1888 MONTGOMERY AVENUE T WAK DWARDJ. W ER CARDIFF SCHOOL DISTRICT 1.9 - (ck 0141tr i9 260- 340 -02 PLANNING CASE NO: LEWECK �LN G 1 VOID SHEET, SEE SHEFT 22 mi ¢o Yn2 STORM DRAIN PIPE DATA (PRIVATE) NO. DELTA RNG RADIUS LENGTH SLOPE REMARKS D7 N34W 42 E - -- 23.70 0.5% MW. 1E PVC PIPE D2 N4P•4054 E --- 10.92 1.01% 8- PVC PIPE SOR -35 03 N551214 E - -- 128.48' 0.5% MIN. 18' PVC PPE SDR -35 04 455'3425 E - -- 98.04 0.89% 12' PVC PPE SDR -35 D5 28'04414 45.00' 22.05 0.5% MIN. 12' PVC PPE SDR -35 D6 N63W 20 E - -- 71.30 0.5% MIN. 12' PVC PPE SDR -35 D7 42533 39 W - -- 85.18 0.5% MIN. ON PVC PPE SDR -35 DO N35PW46NE - -- 18.25' 0.5% MIN. 6' PVC PIPE SDR -35 D9 N30R4'42 W - -- 6.81' 0.5% MW. 6' PVC PIPE SDR -35 070 N41' 02 E - -- 22.83' 0.5% MIN. 8' PVC PIPE SDR -35 011 N11'2351 - -- 1.80 1.0% 8' PVC PIPE SDR -35 Dig N32'5033 W - -- 63.88 O.SR MIN. 8' PVC PIPE SDR -35 013 N09' 2 -- 39.54 0.5% MIN, 8' PVC PIPE SDR -35 STORM DRAIN PERFORATED PIPE DATA (PRIVATE) N0. GTH SLOPE REMARKS INVERT ELEVATIONS P1 88.34 0.5 %MIN 6' PVC PERFORATED PIPE 83.OD P2 195.00'10.5Z MIN 83.00 P3 61.00 O.S1L MW 83.00 KEYED NOTES (UTILITIES) PROPOSED SEWER O PROP 4' PYC SEVER U)EFAL (PVT) PER SORSD DNS NO 55-01 O CONNECT ro SEWER OfAN011T (PUBLIC). 9I MPRO AILS ON N0. 1420J - IE 8410 (IX E 870), IS 91.90 0 NOT USED O PROP SEW7R END CAP (PVT), E 91.62 OS PROPOSED 6' PVC SEVER SEE IMPROVEMENT PUNS PER OWG. NO 14203 © INSTALL SEVER , IE 85.35, FS 91.58 7 PRO' POW CTION FO7 TI1E DNNNWG FOUNTAIN, IE 86.74 8 PROP RN, E8S17 9 (XIN ECDON AM NSTAU SENER CLEANOUT, E 8459 FS 92.10 PRO° ROC AT BUIDING J FOR 4' PVC SEVER LATERAL, E 86.07 EMT SEVEN LA ERA TO BE ABANOOVED. SITE AFROMENT RAMS DW NOI 14203 -1 ® PROP WYE COWECIIOL E 8456 ® FUTURE SEVER LATERAL (PVT) FOR WOKE ENT 2, SIM FOR REFERENCE PROPOSED STORM DRAIN 1Q PROP STORM DRAW PIPE (SEE STORM DPAN DATA) (PVT) 2Q PROP PARTIAL INFILTRAWN BASW (PVT) SEE DETAIL A 9EET 18 OF 19 3Q PROP STORM DRAW GRATED WL£T (SEE SIM DRAW STRUCTURE DATA FOR 5121) (PVT) 4A STORM DRAW ONE? OUTLET (PUBLIC) SEE NPROWfEENT ",, (R. 8272) ® STERN DRAW ON OUTLET (PUBLIC) SEE AFROWEIMENT PUN, (R 82 10) Q5 PROP STORLF DRAW END CAP (SEE SIGN DRAW STMUCTUE DATA FOR SIRE) (PVT) © PRA^ STORM DRAW STRAIGHT "MALL TWE 8 (PVT) PER WRSO ONG NO D-32 Q7 PROP B' PVC STORM DRAW PERFORATED PEE (PVT) 8 PROP STORM DRAW CLEAA'WT, ITPE A -4 (PVT) PER SO75D ON Na 0 -09 9 PROP SIM GRAN NNG TYPE HEADWALL (PVT) PER SORSD ONG NO D -34 10 PROP CONLREE BROW DITCH (PVT) PER SDRSO ONG NO 0-75 n FUIURE STOW DRAW (PVT) FOR WMAENT 2 SHONN FOR REFERENCE 12 PROP CONCRETE SWALEISPILLWAY (PVT) SEE DETAIL D SHEET 19 OF 19 1© PROP CONCRETE ANCHOR (PVT) PER CSD-SO ONG Na SDS -114 (Lm5) 14 PROP IMPERMEABLE LINER (SIDES ONLY) 15 PROP SUM DRAW RIP RAP ENERGY DISSHPATR (PVT) PER SORSO DW NO D -40 PROPOSED FlREFlRE Q PROP 6' PVC FIRE SERNLE (PVT) PER WAS DW NO NF -05 Cl) FUTURE SERWOF (PVT) FOR MEMWT 2 SEE S EET 24 Or 33 9RONN FOR DRY UTILITIES (BY OTHERS. SHOWN HEREON FOR REFERENCE ON Y) 01 PROP ELECRC HANDVOE (SEE fLECICAI. PLANS) Q PROP PONER UTILITY CONWIT (SEE ELECIRICA PLANS) 0 PROP 3' AMIN PRESSLW GAS LIE (SEE PLUYBWG RAMS) Q � FPONER CCWDOT FOR WOmwT 2 (SEE ELECTRICAL PLANS), PROPOSED WATER Qt PROP 2' PVC WATER SERVICES O PROP WATER END CAP, TP 8819, FS 91.69 Q NOT USED 4 PROP 1/Y PVC WATER SERVICES FOR DROVING FOUNTAIN 5 PROP POINT ON CONNEC7ION © PROP OM ES71C WATER RACKFLOW PREVENTOR, INCLUDE (1) 2' METER (BADGER RECORDALL DISC METER - M170) AND 2' BALWFl.OW (WLKENS) Q7 PROP PONT OF CONNECTION FOR THE DRINKING FOUNTAIN, IS 91.78, TO W28 OB FUTURE WATER SERVICES (PVT) FOR W07EMENT 2 SEE SHEET 24 ON 38, 5HONN FOR REFERENCE NOTE DEPTH OF DRY UTILITY LINES ARE TYPICALLY 2' TO 3' DEEP. EXACT ELEVATIONS ARE UNAVAILABLE FROM RECORD DRAWINGS A P07HOE REPORT WAS PREPARED FOR SOME UTILITIES ON THE PRO,ECT. CONTRACTOR TO FIELD VERIFY. NOT. CONTRACTOR TO COOA'DINAE WITH UTILITY A ENOES FOR ALL WICK ASSOOAED WIN DRY UTILITIES. O N EXTFEkE CALMM I EXACT LOCATION AKIN DEPTH ON EXISTING U17UIIES IS UNKNOWN ccwTRacTDR ro WERFr ARIL PROTECT WRWC caNSTRUCTroN. o W m �O UTILITIES SHOWN ON THIS SHEET ARE FOR RffERENCE ONLY, FOR w ran LLo EXI TIES TO REMAIN, SEE SHEETS 3 AND 4. ? ry < ZW TREE PROTECTION NITS Y J REFER TO ELECTIICAL SEE LANDSCAPE PLANS G m N AS PART W OSA PUN AS PART OF DSA PLAN SET FOR w m I mA OM 7 Fm RAM TREE PR0EC17ON REOURWM7S PT s PLAN VIEW N „�'� � �"'�,� xE� W No. 1 X 8 3 5 8 E N G I r1 ® ¢ FwP. 8-70 -2020 �' 303 A ST... SCALE: 1" = 20' V 10' 20' 40 Jj CIVI\ �* 879 8971 4jf Or G1.1P� www.ke ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT '.EC D: V \' WET UTILITY PLAN FOR 1888 MONTGOMERY AVENUE T WAK DWARDJ. W ER CARDIFF SCHOOL DISTRICT 1.9 - (ck 0141tr i9 260- 340 -02 PLANNING CASE NO: LEWECK �LN G 1 VOID SHEET, SEE SHEFT 22 mi ¢o Yn2 KEYED NOTES (UTILITIES) PROPOSED SEWER O PROP 4' PYC SEVER U)EFAL (PVT) PER SORSD DNS NO 55-01 O CONNECT ro SEWER OfAN011T (PUBLIC). 9I MPRO AILS ON N0. 1420J - IE 8410 (IX E 870), IS 91.90 0 NOT USED O PROP SEW7R END CAP (PVT), E 91.62 OS PROPOSED 6' PVC SEVER SEE IMPROVEMENT PUNS PER OWG. NO 14203 © INSTALL SEVER , IE 85.35, FS 91.58 7 PRO' POW CTION FO7 TI1E DNNNWG FOUNTAIN, IE 86.74 8 PROP RN, E8S17 9 (XIN ECDON AM NSTAU SENER CLEANOUT, E 8459 FS 92.10 PRO° ROC AT BUIDING J FOR 4' PVC SEVER LATERAL, E 86.07 EMT SEVEN LA ERA TO BE ABANOOVED. SITE AFROMENT RAMS DW NOI 14203 -1 ® PROP WYE COWECIIOL E 8456 ® FUTURE SEVER LATERAL (PVT) FOR WOKE ENT 2, SIM FOR REFERENCE PROPOSED STORM DRAIN 1Q PROP STORM DRAW PIPE (SEE STORM DPAN DATA) (PVT) 2Q PROP PARTIAL INFILTRAWN BASW (PVT) SEE DETAIL A 9EET 18 OF 19 3Q PROP STORM DRAW GRATED WL£T (SEE SIM DRAW STRUCTURE DATA FOR 5121) (PVT) 4A STORM DRAW ONE? OUTLET (PUBLIC) SEE NPROWfEENT ",, (R. 8272) ® STERN DRAW ON OUTLET (PUBLIC) SEE AFROWEIMENT PUN, (R 82 10) Q5 PROP STORLF DRAW END CAP (SEE SIGN DRAW STMUCTUE DATA FOR SIRE) (PVT) © PRA^ STORM DRAW STRAIGHT "MALL TWE 8 (PVT) PER WRSO ONG NO D-32 Q7 PROP B' PVC STORM DRAW PERFORATED PEE (PVT) 8 PROP STORM DRAW CLEAA'WT, ITPE A -4 (PVT) PER SO75D ON Na 0 -09 9 PROP SIM GRAN NNG TYPE HEADWALL (PVT) PER SORSD ONG NO D -34 10 PROP CONLREE BROW DITCH (PVT) PER SDRSO ONG NO 0-75 n FUIURE STOW DRAW (PVT) FOR WMAENT 2 SHONN FOR REFERENCE 12 PROP CONCRETE SWALEISPILLWAY (PVT) SEE DETAIL D SHEET 19 OF 19 1© PROP CONCRETE ANCHOR (PVT) PER CSD-SO ONG Na SDS -114 (Lm5) 14 PROP IMPERMEABLE LINER (SIDES ONLY) 15 PROP SUM DRAW RIP RAP ENERGY DISSHPATR (PVT) PER SORSO DW NO D -40 PROPOSED FlREFlRE Q PROP 6' PVC FIRE SERNLE (PVT) PER WAS DW NO NF -05 Cl) FUTURE SERWOF (PVT) FOR MEMWT 2 SEE S EET 24 Or 33 9RONN FOR DRY UTILITIES (BY OTHERS. SHOWN HEREON FOR REFERENCE ON Y) 01 PROP ELECRC HANDVOE (SEE fLECICAI. PLANS) Q PROP PONER UTILITY CONWIT (SEE ELECIRICA PLANS) 0 PROP 3' AMIN PRESSLW GAS LIE (SEE PLUYBWG RAMS) Q � FPONER CCWDOT FOR WOmwT 2 (SEE ELECTRICAL PLANS), PROPOSED WATER Qt PROP 2' PVC WATER SERVICES O PROP WATER END CAP, TP 8819, FS 91.69 Q NOT USED 4 PROP 1/Y PVC WATER SERVICES FOR DROVING FOUNTAIN 5 PROP POINT ON CONNEC7ION © PROP OM ES71C WATER RACKFLOW PREVENTOR, INCLUDE (1) 2' METER (BADGER RECORDALL DISC METER - M170) AND 2' BALWFl.OW (WLKENS) Q7 PROP PONT OF CONNECTION FOR THE DRINKING FOUNTAIN, IS 91.78, TO W28 OB FUTURE WATER SERVICES (PVT) FOR W07EMENT 2 SEE SHEET 24 ON 38, 5HONN FOR REFERENCE NOTE DEPTH OF DRY UTILITY LINES ARE TYPICALLY 2' TO 3' DEEP. EXACT ELEVATIONS ARE UNAVAILABLE FROM RECORD DRAWINGS A P07HOE REPORT WAS PREPARED FOR SOME UTILITIES ON THE PRO,ECT. CONTRACTOR TO FIELD VERIFY. NOT. CONTRACTOR TO COOA'DINAE WITH UTILITY A ENOES FOR ALL WICK ASSOOAED WIN DRY UTILITIES. O N EXTFEkE CALMM I EXACT LOCATION AKIN DEPTH ON EXISTING U17UIIES IS UNKNOWN ccwTRacTDR ro WERFr ARIL PROTECT WRWC caNSTRUCTroN. o W m �O UTILITIES SHOWN ON THIS SHEET ARE FOR RffERENCE ONLY, FOR w ran LLo EXI TIES TO REMAIN, SEE SHEETS 3 AND 4. ? ry < ZW TREE PROTECTION NITS Y J REFER TO ELECTIICAL SEE LANDSCAPE PLANS G m N AS PART W OSA PUN AS PART OF DSA PLAN SET FOR w m I mA OM 7 Fm RAM TREE PR0EC17ON REOURWM7S PT s PLAN VIEW N „�'� � �"'�,� xE� W No. 1 X 8 3 5 8 E N G I r1 ® ¢ FwP. 8-70 -2020 �' 303 A ST... SCALE: 1" = 20' V 10' 20' 40 Jj CIVI\ �* 879 8971 4jf Or G1.1P� www.ke ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT '.EC D: V \' WET UTILITY PLAN FOR 1888 MONTGOMERY AVENUE T WAK DWARDJ. W ER CARDIFF SCHOOL DISTRICT 1.9 - (ck 0141tr i9 260- 340 -02 PLANNING CASE NO: LEWECK �LN G 1 VOID SHEET, SEE SHEFT 22 mi ¢o Yn2 PLAN VIEW N „�'� � �"'�,� xE� W No. 1 X 8 3 5 8 E N G I r1 ® ¢ FwP. 8-70 -2020 �' 303 A ST... SCALE: 1" = 20' V 10' 20' 40 Jj CIVI\ �* 879 8971 4jf Or G1.1P� www.ke ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT '.EC D: V \' WET UTILITY PLAN FOR 1888 MONTGOMERY AVENUE T WAK DWARDJ. W ER CARDIFF SCHOOL DISTRICT 1.9 - (ck 0141tr i9 260- 340 -02 PLANNING CASE NO: LEWECK �LN G 1 VOID SHEET, SEE SHEFT 22 mi ¢o Yn2 EX (SEE SHEI 7g :;x566'81 III ": c,AunON I EXISTING UNDERGROUND UINJnES AND FACILITIES SHOWN ON 7NESE PLANS HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SCHEMATIC IN :) NATURE RE PLANS MAY NOT REFLECT ALL EXISTING UIBJTES. t . D CON7RACITJR 70 GDNFlRAI LOCATIONS OF ALL EXISTING UW17ES PRIOR TO i \ START OF WORK AND NOTIFY ENGINEER OF WORK OF ANY DISCREPANCIES RIP RAP SPECIFICATIONS NOTE: \ NO. ROCK SIZE 7 FOR ON 'PMVA7E'1U7UTTY NO � x 3 %• \ "„ RR4 NO 2 BACKING SEE zo -io. ,.2B 0 FIRS NO 2 B CKING 'V 7 E ( NO. 2 BA ING Q s;.M NOTE 1 DEPTH (P DRY UTILITY ONES ARE TYPICALLY 2' TO J' DEEP. EXACT 3. N { ELEVAIMS ARE UNAVAILABLE FROM RECORD DRAWINGS A POTHOLE .. �� ?� r. t .s• I I ; REPORT WAS PREPARED FOR SOME UTILITIES UV THE PROECT. CONTRACTOR 70 FIELD VERIFY FOR GRADING IN THIS AREA, SEE SNIFFY 110 OF 4p 701 i pygE MPROVEMENT t ! 1 2 AREA 6 < l PUN DWG NO 14203 -I v' t� i :3 j) ji Nil �� --es_- DII UJ 7 7 e 131 ° S 'I I• ! t t 111 , s x T w.� 1f �� 7 4 : i l � • � Yvv jF � f;ORIRACTOR Tb FROIEC WI r BOOM! T I v� a•, 1 . �''�t 'Po 20 JT B .R 'r Y t t. (log =t i l! , ❑ UTILITY CROSSING DATA (PVT) D N0. FINISH SURFACE WATER 1P FIRE SERVICE TP SEWER IE STORM DRAIN I SIZE POWER UTILITY 7P GAS LINE R (FT) 1 92.13 87.50 5266 82.66 88.65 12 STORM DRAIN HEADWALL, STRAIGHT 88.15 85.00 0.5 82.54 92.2± S53 STORM DRAIN HEADWALL, WING TYPE 84.46 89.30 12 8800 86.50 4.3 3 92.33 89.09 91.59 87.24 -NORTH SIDE 87.14 -EAST SIDE 90.29 12 SD5 STORM DRAM HEADWALL, WING TYPE 1.2 4 922± 88.50 S06 84.41 90.69 9889 89.21 4.5 5 92.33 89.17 91.14 1 87.41 87.41 8&15 0.8 6 92.8± 87.50 BOB 5 91.56 12 89.93 1.6 7 925± 88.80 87.10 87.10 89.45 24'X24' BROOKS BOX as 8 923± 88.68 SD12 87.01 84.16 84.50 8100 1.1 9 9221 84.11 84.56 8289 89.17 lEE CONNECTKW 4.0 10 1 92.11 88.44 SD15 85.36 95.91 89.13 24 III I 91.9± 91.8t 85.17 87.56 IF 1.1 12 1 91.8± 189.001 87.59 15 13 DEPTH UNK « 89.69 12 14 DEPTH UNK « 86.53 18 15 91.91 97.54 8 88.91 2 0.6 8 91.7± 87.51 8 88.90 O.S DEPTH UNK •• 87.48 6 18 87.52 6 19 9o.1t 87.134 a DEPTH UNIX « 20 89.21 WAS 18 DEPTH UNIX « NOTE • 0.5' MINIMUM CLEARANCE, CONTRACTOR TO PROVIDE SAND CUSHION. u CONTRACTOR TO FIELD VERIFY THE UNKNOWN DEPTH FOR EXISTING URUTES. O SD STRUCTURE DATA (PVT) D N0. DESCRIPTION IS /RIM/7W IE (N) E (OUT) SDI TYPE G-2 CATCH BASIN WIN ORIFICE ERSD -DO 86.50 87.50 5266 82.66 SD2 STORM DRAIN HEADWALL, STRAIGHT TYPE B 85.00 8504 82.54 8254 S53 STORM DRAIN HEADWALL, WING TYPE 68,00 8800 86.50 86.50 SD4 STORM DRAIN CLEANOUT, TYPE A -4 91.59 91.59 87.24 -NORTH SIDE 87.14 -EAST SIDE 87.14 SD5 STORM DRAM HEADWALL, WING TYPE 87.89 87.90 86.50 88.50 S06 STORM DRAIN CLEANOUT, TYPE A-4 90.69 9889 86.98 NORTH SIDE 86.98 -EAST SIDE 86.97 SOT 24'X24' BROOKS BOX 91.14 91.14 1 87.41 87.41 24'X 4' BROOKS BOX 91.11 91.11 87.50 87.50 BOB 5 91.0± 87.53 87.53 SD10 IT END CM 91.0± 87.10 87.10 SD11 24'X24' BROOKS BOX 91.71 91.71 87.66 87.66 SD12 24'X24' BROOKS BOX 84.16 84.50 8100 83 oo SD13 POC OF STORM DRAIN PIPE 84.11 82.88 8289 SD14 lEE CONNECTKW 95.91 x.11 89.11 SD15 8 END CAP 95.91 89.13 89.13 8' REND WTH CLEANOUT 91.8t 87.45 87.45 S4 11 12 < FIRE SERVICE PIPE DATA (PRIVATE) 4I � N0. DELTA NG ADUS LENGTH REMARKS 1 15 _ ,� ,1 VD i „- W fl N33'1258 W - -- 11.85 8' C -900 PVC RPE CLASS 305 OR -14 S 9 5 1 F2 I N781258 W 1 -- 50.48 j \ F3 I NII-4 02 E I I 4.42 F4 I N46'35'29'W -- I 9.88 WATER SERVICE PIPE DATA PRIVATE OW1 NO. "TAG ADIUS LENGTH REMARKS N46733 I 0.95 2' PVC PIPE (SCH OU t........ - .___ W2 N437431 -- 0.99' W3 N437431 -- 1.28 A 8 °43 W4 N46'233 - -- 5.52 � 1EEIT . � a ix W5 NOVVIVE - 5.34 J i 43 ... '-ig4 W6 N4324!39'W ___ 116.39, ...> W7 N4324'31'E ___ 80.20• 4 Y - - -- WB N43'2431 - -- 18.1 1/2" PVC PIPE SCH OU ....- c 43 WB 1101'3629'W (SCH OU v i KEY® NOTO (MILIU M PROPOSED SEWER O PROP 4' PIC SEIER LATERAL (PVO PER SORSO ON NO SS-01 4> CONNECT TO SEVER DEANOUT (MC), SEE 9PROIEIENT PLANS DING NO. 14203 -L E 84.10 (IX IE BZO� FS 91.90 O NOT U5E O PROP SEVER END GAP (PVT), E 8544 IS 91.62 5 PROPOSED 6' PIC SENER LATERAL, SEE BIPROW NEWT PLANS PER ONG. NO 14203 -1 4> INSTALL SETTER CLEANOUT (PVT), E Sig IS 91.58 7 PROP POINT OF CONWCIIQN FOR ME DRINKING FOUNTAIN, IE 86.74 8 PROP WE CONECTIOR, E 8517 O PROP WE CONNECTION AND INSTALL SEVER CLEANWT, E 84.59 FS 9210 ® PROP P.O.C. AT BUILDING J FOR 4' PVC SEVER LATERAL, E 8907 0 EXIST SEWER LATERAL TO BE ABANDONED SEE UPROIEMENT PLANS ON NO 14203-1 ® PROP WrE CcAwno14 E 84.56 ® FUTURE SEVER LATERAL (PVT FOR INCREMENT Z SHOW FOR REFERENCE OAR.Y (NOT A PART) PROPOSED STORM DRAIN M Q1 PROP STORM DRAIN PIPE (SEE STORM ORAN DATA) (PVT) Q2 PROP PARTIAL 88N.7RADON BASIN (PVT) SEE DETAE A SW718 OF 26 3 PROP STORM DRAIN GRATED MET (SEE STOW DRAW STRUCTURE DATA FOR Siff) (PVT) 4A STD61 DRAW CURB OUTLET (PUEUC) SEE NPR ADIENT PLAN, (R 8272) ® STORY DRAW CURB OUi (PUBLIC) SEE NPROIEMENT PLAN, (F1 8210) �s PROP SIGN DRAW END CAP (SEE STaw DRAW STRUCTURE DATA FUR SIZE) (PV0 © PROP sTaRM awN sTRARMR HmowALI, TEE B (Pvo PER SORE ON NO o-32 Q7 PROP 8- PVC STOW DRAIN PERFORAIE0 PPE (PIT) 8 PROP STORY ORAN CImm,, TYPE A -4 (PVT PER SDRSD ON NO D-09 9 PROP STORM DRAIN WNG TrPE IEAoRAu (PVT) PER soRso ow ND D-J4 1n PROP OWMETE BROW DITCH (PVT) PER SD= DWG NO o -75 11 PART) STDM DRAW (PVT) FOR MlCRMENi Z SNONN fOR REFERENCE ONLY (NOT A 12 PROP CONCRETE EMERGENCY SPBLWAY (PVT SEE DETAIN. G SHEET 19 OF 26 Q PROP comoww ANCHOR (Pvo PER cso-so ONC NO Es-N4 (L-5) 14 PROP IMPERMEABLE LINER (SIDES ONLY) s PROP STORM DRAM! RIP RAP BOW OSSIPARR (PVT) PER SOM ON NO D -40 PROPOSED FIRE Q PROP 8' PIC FIRE SERVICE (PVT) PER WAS DIG NO WF-05 ® UT FIRE SERVICE (PVT) FOR INCREMENT Z 94M FOR REFERENCE ONLY (NOT A DRY .`L)fi{E]L.E,'7E (BY OTHERS dMEOF�RE�EN��L� 1 PROP ELECTRIC HANDIOLE SEE ELECRICAL PLANS Q PROP POIER UTILITY CONDUIT (SEE ELETRICAL PLANS) QJ PROP Y MEDIUM PRESSURE GAS LINE (SEE PLUMBING POURS) ® MW Po1ER UTIUTY CONDUT FOR INCREMENT 2 (SEE ELECTRICAL PLANSJ, 9100 FOR REFERDIC£ ONLY (NOT A PART) PROPOSED WATER Q1 PROP 2' PVC WATER SERVICES O2 PROP WATER END CAP, 7P 8819, IS 91.69 3O NOT USE O � 1POIOI NT OF CONNECTION SERVICES FOR DRONING FOINTAW per^,, WIO N46'35'29'W ___ 244' 1 Y PVC PIPE © PROP DOMESTIC WATER BACKFUOW PREVENT�RFCLUDE (1) 2' METER � !._._ .-m; , t' .� - RECORDALL DISC METER - z� �� SEWER LATERAL PIPE DATA (PRIVATE) (BADGER Mn0) 2'BACKFLOW (N4LKENS) pJ t 1 .•h`.. -,yam 8 r �,,,r' - -.� 3 2 NO DELTA G ADUS LENGTH SLOPE REMARKS 7O pftOp FONT OF COVNECnON FOR THE DRINKING FOUNTAIN, FS 91.75 'TP 8828 ,r ` ti,° rte'^ �W R Imo_ _ . I - B �'�^^,. -_ :yq ti, 14 - 1 'v 1Q S1 N43' F2VW - - 51.17 1.079 8' PVC PIPE SDR -35 . , r __ 8 FUTURE WATER SERVICES P FOR INCRDIIEINT 2, SHOWN FOR REFERENCE '1 .3 52 N489529'W 79.81' 1.05 OEY (NOT A PART) 2 " 5 / '• $3 Ntt'41'2 E - 7.93' 1.01L 4' PVC PIPE SDR -35 SOS ,,, 1 vl 4 B` 5 -_ MISCELLANEOUS S4 N43 7'5'31'E - 14.34 4.2 a PVC PPE SDR -35 y / N4317'5YE 14.40 24.24 4' PVC PPE �R -35 Q1 APPROXIMATE LIMITS OF THE OFFICE OF GRANTS AND LX AL SERVICS e A+ 8 .% �• >., SB N88'2431 ___ 1.90 (OGALS) BOUNDARY V S7 N43-24!31 "E ___ 7.35 1 v v f It X J� FOR IUPROt£MENT j S8 NOt 3529 W ___ 213 FOR IMPROVEMENT E ♦ ` N: - \x /)4 WITIMN PUBLIC RIGHT OF i S9 N48'3529 ___ 1.61 MTHIN PUBLIC RIGHT OF , , I \ ♦ v..., .... 2, .:v -E? 1i - - -t-N `,- _..__.. f WAY SEE IMPROVEMENT i WAY, SCE IMPROVEMENT y '� 7 ' ;J \ • f i.,, Mqx :a.- M r^`�1,,. PUN D6G NO. 14203 -I STORM DRAIN PIPE DATA (PRIVATE) 4 __. PLAN DING NO. 14203 -1 } ' 1 \ ._ \�i w } .s. 9'9* ,1` \ ,': - /1!, t, DELTA NG RADIUS I SLOPE REMARKS DI j I 1 YE! 4 �.,, ,.'/ \ .,,,.� •r 1 '�3�. \�, �,�„�`V"` ,,�K 5 ,, i ��i' ♦ 1 y � 131 N346004 ___ 23.7 2&7V 0.5% MIN. 16' PVC PIPE SDR -35 'Ve _ .. /4 N42'4054 ___ 10.92 1.01% 8' PVC PIPE SDR -35 h "I,-,j t 1 '''..,, •\ 87, y�, l % / 133 N55'1214 E - -- 12 &48 O5R MN. 18' PVC PIPE SDR -35 �1 �. m v+ 4-ti' i '; ', .._.,i:.F �f� n`r \ 134 NWW25 ___ 98.04' 0.895 1Y PVC PIPE SDR -35 I�.:, . •\ Vote '�P /.••'. �s'a. / ! DS 28'0448 45.00' 2205 0.510 Afl. 1Y PVC RPE SDR -35 jj ''v 'o. ' L!�..i> --.^ ^ Ki•.0^ / / �_- ! 136 N63 20 E -- 71.30 0 1Y PVC PIPE SDR -35 8- MP .5X MIN. .- .. ......�,t FER ENOR N i- D7 N3'3339 W - 85.18 0.55 MIN. !Y PVC PIPE SITR -35 .. 1 "` .,., „Ty..r - $ S1I��L7y .>P DB N3520 46 E - -- 18.26 0.571 MIN. On PVC PIPE SDR -35 :> ... .. ... .. _. -. ._.____.J- ->x ..... - -- ... s- '- '- �- $�,= _`-��, .. , r 76- ' � .,., *� '�� 139 4307442W - 8.81 O.SR MIN. Go PVC PPE SOR -35 NOTE: CONIRACTOR TO COORIANATE WIN U79JTY AGENCIES FOR ALL WYMW ASSOCIATED INTH DRY UTILITIES EX7F EI E CALmON I EXACT LOCATION AND DEPTH OF EV$7TNG U7817ES IS UNKNOIN. CONTRACTOR TO WWY AND PROTECT DURING CONSTRUCTION. NOTE EXISTING U7NJ7BS SHOW ON THIS SHEET ARE FOR REFERENCE ONLY FOR EVSTWG UINTES TO REMAIN, SEE SHEETS 3 AND t ON m� U'P N Om^ Zoe W.0. 76-?9? 134 - `-J-'- // `�3�'m .'''/ f %'�` , , DID N41'4002 E ___ 2283 0.55 AIIN. 8' PVC PIPE 59R -35 i `u $ I v "" \ i' ,�''/ ys `, D11 N71'23 51 E ___ 1.80 1.05 8' PVC PIPE TR -35 TITff PROTECTION NOTE N " .• \�j, N 1312 N325 33 W ___ 63.88 0.55 VIN. 8' PVC PIPE SDR -35 REFER 10 ELECTRICAL PLANS SEE LANDSCAPE PLANS �$ ,' -01 D13 NO9'48 27 E - -- 39.54 0.55 MIN. e' PVC PIPE SDR -35 AS PART OF DSA PLAN SET FOR ' ^ T / / to �` LOCATION OF EXISTING AND PROPOSED 7REEAPROIECTON REOUIREM rc m (' MOZA 71 AVENUE �it.., ..�/ � ,�`f.... � \ , CAL ONES 'w 6 Z "; i ♦ �(R/BUC Po(ili -O -WA ' " ,,, w k a o II - It ') -. _. .. .._.>..._.. y �..._....._.__.. ....i ,.. -/'"i/ 13�M(JE AL.BIT ESSF x.°..n YJ ._- . � IRI P s wr-�h- - - -N- f C >t 195.00 N 4��o c. NEB KETTZER LEWECK _..d 1 CALL BEFORE YOU DG G46366 ENGINEERING IX R%)i' / t >' 1' 28 1.8'FOB.. CAl.l TOLL M'Ttff i Fix 6-3D -2028 a 1 303 A STREET, UITE 302 !I �/ 5, v"" Nom* PLAN VIEW SAN DI EGO, CA 92101 Idj v I APN 280.8{S 01 ° APN 280+81-830.8 ti TND MptKwc DAYS BEFORE YW Ow - A� VCK \F `! t. 619 www.ke0ledoweekwm3469 SCALE: 1" - 20' G' 10' 20' 40' DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS De SIGNED BY: DRAWN BY CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. TED SHEET NUMBERS SIZ 7 -27 -20 TNT. DATE PLANS PREPARED UNDER SUPERVISION OF RECOM . AP WET UTILITY PLAN FOR: DESCRIPTION: Z'IRON PIPE BRASS DISC STAMPED ENC41 LB7322 PUBLIC WORKS DATE: i•' /�l� ��(� ^ 1888 MONTGOMERY AVEN LOCATION: EASTSIDE DF NO HbYY 101, OF CHESTERFIELDAHD STEVEN C. KETTLER DATE WOFTHE NORTH ENDOF GUARDRAIL PLANNING STEVE AK EDWARD J. MER CARDIFF SCHOOL DISTRI - PHASEI R.C.E. NO.: 048358 RECORD FROM 7341516416 REVIEWER .j -4, -(6 CITY NGI R 260 - 340 -02 1 BA 43 ELEVATION: 73.812 DATUM: NAVD88 STEVEN C. KETTLER SENIOR ENGINEER GATE ,e,mermo EXP.: 6 -30 -20 DATE DA PLANNING CASE NO: 18 -120 GDP SHEETS -20F 38 STORM DRAIN PERFORATED PIPE DATA (PRIVATE) N0. GTN SLOPE REMARKS INVERT EIEVATI0N5 P1 8 &34 0.55 NI 8' PVC PERFORATED PIPE 850(1 P2 0. 55 MI 8300 P3 61.08 055 MI 8300 A (}I w �N 0 yr 1 v a� "'U Zg. Y � FOR IMPROVEMENT 1'i�( W1114V PION 1/` PI/1l'. CHANGE AC, BONN F_ 1 a r r � i r„S^, FOR UMPROVEMEN NiTININ PUBLIC RIGT HT OF % - WAY. SEE WPROWMENT !. a 7B Q (S lk W Q , - fz.. � / o r r. / \ 1 / / / / ry r. `\ PCP / c s ry / I o}_ A b•, FOR IMPROVEMENT MINK PUBLIC RIGHT OF WAY, SEE 81PROWWENT PLAN DWG Na 14203 -I I.. \r I `�'• - AP14 260 - 361-13 EX R/W ti" h' EVS77NG U77UNES SHOW THIS s { j 1;. WN ) SHEET ARE FOR REFERENCE ONLY FOR FOR IMPROVEMENT EXISTING U71LF7ES 70 REMAIN, SEE NTIN/N PUBLIC RIGHT O' SHEETS 3 AND 4. WAY, SEE IMPROVEMENT PLAN DWG No 14203 -I li FOR SITE wFRIYATE' UTILITY NOTES SEE EFTS R9 OF -26: 213 OF 43 ADCALL BEFORE YOU DIG CALL MULL Rg mlo" -Y _= TORO W IW DAYS BEFORE Y U DID TREE PROTECTION PLAN VIEW NOTE SCALE: 1" = 20' TREE PR07EC71ON REQUIREMENTS N KETTLER L EWECK ELECTRICAL FOR ENGINEERING LIGHTS AND cmcaL LINES. 303 A STREET, SUITE O' 10' 20' 40' EXISTING UTILITIES IS UNKNOWN. CONTRACTOR TO VERIFY AND 1 SAN DIEGO, CA 921069 1 DESCRIPTION. 2' IRON PIPE BPASS DISC STAMPED ENC41 157322 LOCATION: EASTS1DE0FNBHWY101 .OFCHESTERFIE1DAND F L 91.70 0.5 C 819 259-3444 is 819 289-3459 94.74 PLANS PREPARED UNDER SUPERVISION OF DATE: -7 I H f-"• R.C.E. NO.: C48358 STEVEN C. KETTLER EXP.: 630 -20 www.kettlerleweck.com 96.08 88.94 12 ADCALL BEFORE YOU DIG CALL MULL Rg mlo" -Y _= TORO W IW DAYS BEFORE Y U DID TREE PROTECTION I) NO NOTE SEE LANDSCAPE PLANS FOR TREE PR07EC71ON REQUIREMENTS SEWER (E) �TO ELECTRICAL FOR OCA710N ON EXISTING AND LIGHTS AND cmcaL LINES. 93.84 171716E CAUTION I EXACT LOCATION AND DEPTH U: EXISTING UTILITIES IS UNKNOWN. CONTRACTOR TO VERIFY AND PROTECT WRING CONSTRUCTION. T® APN 260- 274 -03 \ \ EX R/W Y �\ \ C w \ \ I Y11 T \ \ FOR INPROYEIIENT ';. WITHIN PUBLIC RIGHT OF WAY, SEE WPROWMEFIT PLAN DRG Na 14203 -I i k,7S a rf ❑ UTILITY CROSSING DATA (PVT) I) NO FINISH SURFACE WATER (TP) FIRE SERVICE SEWER (E) STORM DRAIN OE)/(SIZE) POWER UTIUTY (TP) GAS NNE (TP) CLEARANCE (FT) 1 93.84 8811 89.00 SRN 87.91 12 1 DESCRIPTION. 2' IRON PIPE BPASS DISC STAMPED ENC41 157322 LOCATION: EASTS1DE0FNBHWY101 .OFCHESTERFIE1DAND F L 91.70 0.5 2 94.74 PLANS PREPARED UNDER SUPERVISION OF DATE: -7 I H f-"• R.C.E. NO.: C48358 STEVEN C. KETTLER EXP.: 630 -20 98.00 96.08 88.94 12 91.70 2 N22W50'W 1.5 3 97.3± 90.84 STEVEN O KETTLER DATE PLANNING 91.01 12 94.56 94.34 2.2 4 97.6± REVIEWER 93.00 9852 91.24 12 91.32 SD7 0.5 5 983± 12' PVC PIPE SDR -35 93.78 SDI TYPE G-i CATCH BASIN SDRSD D-OB 98.56 95.28 0.9 6 99.0± 24 4 BROOKS 80% SOLID TOP 94.49 9889 4' PVC PIPE SDR -35 9287 95.89 0.9 7 97.6± 12' PVC PIPE 93.08 - 1 4 END CAP 94.58 0.9 8 97.3± 93.82 92.82 DEFLECTION ANGLE D =9.7' - 3.66' 2- PVC PIPE (SCH 80) 0.9 9 95.7± 138.33' 91.22 M64 N11'412 E 92.72 17.04 1.5 .2 10 93.9± 90.44 -15.9-7v 89.28 W17 146371 0 W - -- 0.6 11 94.9± N21.51 411 W --- 8863 1 27 PVC PIPE SCI 80 91.92 8.5% 28 12 98.8± 94.80 251 8.5% ' F20 95.78 0.7 13 99.0± 94.50 96.00 1.4 14 98.9± 95.42 94.42 0.8 15 99.01 95.48 90.94 4.0 16 99.0± 94.50 91.03 26 17 99.2± 95.71 93.51 1.7 1 987± 90.24 95.65 5.0 19 99.2± 95.37 94.67 0.5 20 99.1± 95.32 1 96.12 0.5 21 95.8± 92.29 1 8874 3.0 22 982± 1 1 89.79 95.21 5.0 23 98.5± 90.29 92.78 8 1.6 T4 99.1± 95.26 1 96.06 0.5 25 99.1± 95.25 94.55 96.05 26 95.0± 90.00 90.87 6 0.8 27 95.1± SMOG _9_o-_93_T6T 0.9 28 95.4± 91.88 90.56 8 0.5 29 98.6± 94.37 9287 6 0.5 30 98.5± 93.95 0.02 3.1 31 93.8± 88.95 4 90.61 90.81 1.4 32 1 98.1± 92.77 4 1.9 DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS EON) E W SDI TYPE G-1 CATCH BASIN SDRSD D -08 93.11 93.11 8811 8811 NUMBERS SRN 7 -27-20 1 DESCRIPTION. 2' IRON PIPE BPASS DISC STAMPED ENC41 157322 LOCATION: EASTS1DE0FNBHWY101 .OFCHESTERFIE1DAND F L 91.70 91.70 INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: -7 I H f-"• R.C.E. NO.: C48358 STEVEN C. KETTLER EXP.: 630 -20 98.00 96.08 90.56 UBLIC WORKS N22W50'W 247X24 BROOKS BOX GRATED 94.56 94.90 90.84 STEVEN O KETTLER DATE PLANNING 24 X4 BROOKS BO% piAIED 94.56 94.90 91.70 91.70 RECORD FROM: ROS 18416 ELEVATION: 73I12 DATUM: NAVD88 REVIEWER 9852 9852 91.52 91.32 SD7 SENIOR ENGINEER DATE meacninp 291% 12' PVC PIPE SDR -35 O SO STRUCTURE DATA (PVT) ID NO DESCRIPTION FS IfGAWMI EON) E W SDI TYPE G-1 CATCH BASIN SDRSD D -08 93.11 93.11 8811 8811 S02 TYPE G -1 CATCH BASIN S_ D -GIB 97.75 97.75 91.70 91.70 W3 STORM DRAIN CLEANWT TYPE A -4 98.00 96.08 90.56 90.36 N22W50'W 247X24 BROOKS BOX GRATED 94.56 94.90 90.84 90.84 SD5 24 X4 BROOKS BO% piAIED 94.56 94.90 91.70 91.70 M5 STORM DRAIN CLEANWT TYPE A -4 9852 9852 91.52 91.32 SD7 POC OF STORM DRAIN PIPE 98.64 291% 12' PVC PIPE SDR -35 DO SDI TYPE G-i CATCH BASIN SDRSD D-OB 98.56 9890 9215 9215 509 24 4 BROOKS 80% SOLID TOP 9889 9889 4' PVC PIPE SDR -35 9287 NSBIB12 -?'END CAP 14.84 28% 12' PVC PIPE STIR -35 - 1 4 END CAP W12 N4614ZOYW -- 5.1' 3.10 WI3 DEFLECTION ANGLE D =9.7' - 3.66' 2- PVC PIPE (SCH 80) W14 .9 STORM DRAIN PIPE DATA (PRIVATE) 140. DELTA G RADIUS LENGTH SLOPE REMARKS 07 14113305 E - -- 47.78 1.59% 12' PVC PPE STIR -35 D2 1478'3919 W - -- 60.89 1.03% 12' PVC PIPE SDR -35 03 14797841 W - -- 8232 1.00% BE PVC PIPE SDR -35 D4 N22W50'W - -- 7.49' 17.M 8' PVC PIPE SDR -35 DS N46'01'48'W --- 28.12' 1.00% 8' PVC PIPE SDR -35 D6 N781238 W - -- 85.63 1.00% 6' PVC PIPE SDR -35 D7 N4T23'39 - -- 123.54' 291% 12' PVC PIPE SDR -35 DO 1446'4203 W - -- 14.48 891% 4' PVC PIPE SDR -35 09 N117 210E - 7.64 16.36% 4' PVC PIPE SDR -35 010 NSBIB12 - 14.84 28% 12' PVC PIPE STIR -35 WATER SERVICE PIPE DATA (PRIVATE) NO. DELTA NG RADIUS LENGTH REMARKS WI N8874'31'E - -- 33.07 2' PVC PPE SCI 80 W9 N4317'57 - -- 76.88 ' Will NOt'4203'W - -- 868 ' W2C N431 57 - -- 12223 ' W3 N2838'57'E - -- 17.M ' W4 N83WO30W - -- 92.59 ' WS 14263857 E --- 19.63' ' W6 N6371'03 - -- 10.21 ' W7 1448'4203 - -- 10.89' ' WS N431814 - -- 0.99' ' W9 N35004'29'E - -- 24.20 ' W10 N11'33'41'E - -- 1824 ' WIi N78'26'19'W - 1.00' ' W12 N4614ZOYW -- 5.1' In PVC PIPE (SCH 80 WI3 N46442'45'W - 3.66' 2- PVC PIPE (SCH 80) W14 N7812'58'W - -- 138.33' ' W15 N11'412 E - -- 17.04 ° WI6 14781 5 W - -- -15.9-7v 2 I1r PVC PIPE (SCI 80) W17 146371 0 W - -- 10. 2' PVC PIPE SCH 80 WI8 N21.51 411 W --- 19.55 1 27 PVC PIPE SCI 80 SEWER LATERAL PIPE DATA (PRIVATE) NO. DELTA NG RADIUS LENGTH SLOPE REMARKS 51 N88'2431 E --- 33.06v 1.5% BE PVC PIPE SDR -35 S2 144317'57 E - -- 62.79 1.9% ' 53 1411446'48'E - -- 74.74' 2.0% ' 54 143372'16 W - -- 6.41 2.0% C PVC PPE SDIt -35 N46 '42'45'W S5 N781258W - -- 100.95 N431 15'E 2.0% ' S6 1411'3816 E -- 4.74 4.23' 0% ' 97 N031802 -- 16.73 10.6% ' SO 1456'47'02 E - -- 2.02 2.0% ' S9 14781 58 - -- 6256 2.0% ' SID N431757 E - -- 55.ON 4.0% ' 511 1448'4203 - -- 5.49 29.7% ' S12 1446'35 29 - -- 16.2 18 0% ' S13 14263857 E - -- 19.25 4.0% ' S14 14637103 - -- 5.44' 14.3% ' S15 NZ151 48 W - -- 9.15 8.5% ' S16 1411'4 01 - -- 19.49 8.5% ' S17 NSB'4 01 W - 251 8.5% ' FIRE SERVICE PIPE DATA (PRIVATE) NO. DELTA NG RADIUS LENGTH REMARKS Fl 1446'4245 W - -- 0.63' 6' C -900 PVC PIPE CLASS 305 DR -14 F2 N431 1`16`E - -- 17.21 ' F3A N46'445'W - -- 62.99' ' W N6262 52 - -- 7.70' ' F4 N7812'58'W - -- 155.12 ' FS N46 '42'45'W - -- 8.58' ' FBA N431 15'E - -- 14.23' ' F6B NBWt 15 - -- 4.23' ' F7 N46'4245 - -- 51.59 ' F8 N43'lr5 - 11572 ' F9 N2638 57'E - 17,45' ' F10 144642'030W - -- 10.12 ' 711 N46'42'030W - -- 17.78' ' fl2 1478'1258 W - -- 24.67 ' F13 N71'33'41'E - -- 55.5 ' F14 147812'58 W - -- 895' ' F15 1411'4 0 - -- 14.82' ' fl6 Ni1'4V2YE - -- 11.95' ' F17 N11'47'02'E - -- 11.91 ' fl8 N5210'56'W I - -- IZWI ' F19 N55-34-25 -E I - -- 1 55.84 ' F20 14 `I 5 E I - 50.77 ' KEYED NOTES am ITES) PROPOSED SEWER O1 PROP 4' PVC SERER LATERAL (PVT) PER SDRSD DWG NO SS-O O PROP WYE CONNECTION AND INSTALL SEWER CLEANWT (PVT), E 66.67, FS 923± 3 PROP WYE COMECRON AND INSTALL SEVER Q EANOUT (PVa E 67.15 IS 942t ^4 PROP WYE ONECDON AND INSTALL SEVER OEANOUT (PVT), E BOA FS 9500 5 PROP WYE CONNECTION (PVT), E 69.55 6 PROP ELBOW COAVECRON (PVff, E 91.65 O PROP WYE CONECTION (PVT), E 69.85 // PROP WYE CONNECTION AND INSTALL SEWER CLEANOUT (PVT), E 91.14, IS 99.00 PROP ELBOW COIECROI' AND INSTALL SEWER CIEANOIT (PVT), E 9252, FS 99.00 PROPOSED PONT OF CONNECTION AT BUILDING C FOR 4' PVC SEWER LAT, E 91.65 (PLUMBING 3' PVC LATERAL, INSTALL 3'x4' REDUCER) PROPOSED POINT OF CONNECTION AT BINDING 8 FOR 4' PVC SEWER LAT, E 9415 ® PROP WOE CONECTRN (PVT), E 6202 ® PROPOSED POWT OF COWECHON AT BUILDING F FOR 4' PVC SEWER LAT, E 90.41 ® PROPOSED POINT OF COAWEC17ON AT BUILDING A FOR 4' PVC SEWER LAT E 94.90 A® PROPOSED POC AT BUILDING D FOR 4' PVC SEVER LAT, E 91.65 `ly PROP ELBOW COIECDON (PVT), E 5335 PROP ELBOW CONNECTION AND INSTALL SEWER CLE4NO1T (PV0. E 94.12 FS 99.10 ® FUTURE SEWER LATERAL (PVT) FOR INCREMENT 2, SHOWN FLIP REFERENCE ® PROP POINT OF CONNECTION FOR THE DAMMM3 FWNTAIN, E 935 PROPOSED WATER 0 PROP 2' PVC WATER SERVICES 0.2 PROP TEE CONNECTION FOR 2' PVC WATER SERVICES TO EXISTING 2' COPPER WATER SERVICE CONTRACTOR RI SUBMIT TO EW.NEER- OF -WOW DETAILS) FOR COWECRW TO ENSIM FOR APPROVAL 3 PROP WATER SERVICE END CAP (PVT) 4 PROP POINT OF CONNECTION 5 PROPOSED CONNECTION FOR 1' PVC WATER SERVICES 70 PROPOSED 2' WATER SERWE PROVIDE YXI' REDUCER © PROP In PVC WATER SERVICE O7 FUTURE WATER SERVICES (PVT) FOR INCREMENT 2, SHONN FOR REFERENCE QB PROP TEE COMECRON FOR 2- PVC WATER SERVICES TO E)ISIWG 2' COPPER WATER SERVICE PROVIDE 27X2 112' REDUCER. CONTRACTOR TO SUBMIT TO ENGINEER -O' WORK DETAE(S) FOR CONECTION TO DMING FOR APPROVAL 0.9 PROP POINT OF CONNECTION FOR THE DRINKING FOUNTAIN, FS 984 ID 95.8 PROPOSED FIRE Q PROP 6' PVC FIRE SERVICE (PVT) PER WAS DWG NO W -05 0.z NOT USED ® PROP 6' BACKFLOW PREMONTER REDUCED PRINOPLE DETECTOR ASSEMBLY (PVT) (PER WAS ON NO. Wf -05 ON STEET CT60 MWACTIM. AMES FIRE A' WA NORKS 1485 TANFORAN AVENUE ROOOAND, CA 95776 PH: 530 -666 -5320 • MODEL COLT SOWS CM Q PROP FIRE SERWCE END CAP (PVT) (] PROPOSED FIRE DEPARTMENT OQWECRON (FDC) (SEE FIRE SPMNKIER SITE PAR WET FP00.2) ® EXISTING 4- BACKFLOW P MILER TO REMAIN AND SE REUSED 70. DVSW 40 4' FIE DEPARTMENT CONNECTION (FDC) 70 REMAW AND BE REUSED ® FUTURE FIRE SERVICE (PVT) FOR INCREMENT R SHORN FOR R6ERENCE PROPOSED STORM DRAIN 10. PROP SIM DRAW RIPE (SEE STORM DRAW DATA) (PVT) 20. PROP SIM DRAW GRAZED INLET (SEE STORM DRAW STRUCTURE DATA FOR SIM (PVT) 0.3 PROP STO7M DRAW OEAwuT, TYPE A -4 (PVT) PER SLW50 DNG NO D-09 ® PRO' POINT OF CONNECTION FOR STORM DRAW. INVERT ELEVATNW, DEPTH AND LOCATION OF ENS71MG STORM GRAIN ARE UNKNOWN. CONTRACTOR TO FIELD VERIFY. CONTRACTOR TO SUBMIT DETAILS CONNECTION FOR APPROVAL QS PROP STONY DRAW BROOKS BOX (24'X24' BROOKS BOX INSTALL SOp COVER PVT) © PROP STONY DRAW &V CAP (SEE STORY DRAT. STRUCTURE DATA FOR 92E) (PVT) 0.1 PROP ELECTRIC HAMWO£ (SEE ElEO6CAL PLANS) Q PROP POSER UTILITY XWOUIT (SEE ELECTRICAL PLANS) Q PROP J' MEDIUM PRESSURE EIS LIE (SEE PLUMBING PLANS) 0.4 GAS LIFE BY GAS COMPANY UTILITY LAVE (SEE PLMING PUNS) 0.j EDSING NEE TO REMAIN, PROTECT IN PACE APPRONIATE LUIS OF TIE OFFICE CIF GRANTS AND LOCAL SERVICES (OGALS') BOUNDARY CA11110N I EIOSTWG UNDERGROUND UlIU71ES AND FACILITIES SHOWN ON THESE PLANS HAW BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SCHEMATIC IN NATURE DE PLANS MAY NOT REFLECT ALL EXISTING U77LJTAES CONTRACTOR TO CONFlAW LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO STMT OF WORK AND NOTIFY ENGINEER OF WORK OF ANY DISCREPANCIES DEPTH DRY UNITY LINES ARE TYPICALLY 2' TO Jr DEEP. EXACT El"ATIONS ARE UNAVAILABLE FROM RECORD DRAWINGS A POTHOLE REPORT WAS PREPARED FOR SOME UTILITIES ON THE PROECT. COIYRAC70R TO FIELD VERIFY. NOTE: NOTE • 0.5' MINIMUM CLEARANCE, CONTRACTOR TO PROVIDE SAND CUSHION. CONTRACTOR TO COORDINATE NTH UTILITY A004M FOR ALL WORK •• CONTRACTOR TO FIELD VERIFY THE UNKNOWN DEPTH FOR E70STING UTILITIES. ASSOCIATED NTH DRY UDJRES EKING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT F OV�D: WET UTILITY PLAN FOR: 1888 MONTGOMERY SLIT DWARO J. ER CARDIFF SCHOOL DISTRIC -PRASE 1 IQ c��:G}._,e 260340 -02 A PLANNING CASE G NO. la "f Ua wP, O W y LL w Zrz U ^R+ a ww_° U�cb N !N w rc w ao `RZ Wl"T rs e w _ LECIEND RN#Vi OF `-' :_; w T �/' ' ( ' < t�V 'vim r- — y \� WAY, ,; �. `'� \ "' — —�— — — — — — I — — — — — � 7C 87.91 I PROPOSED IMPROVENEN75 t: j} � PLAN D 20.T -I 8f 00 4 Y�y) 82, ' 'r Ctl r if ) t� z ^, ,\\ .. \ N\ \ I > HpR \ \AFL 1CU56 f i �� H!C 8Z90 MA" CONTOUR ............. .. . . ,4• ; ,,.. i. ♦ 1 / !' ; ) \� 1 li s1' D. ID3H5 I's• .4H I ....... I � • ��- }� 'R' - � �'j � , t � SEE DETAIL °B° r \ � 87.50 CONTOUR LABEL ... ... y0 /�.. 82 \ > {01.75 DAriJCiIT T OF WORK) ! N B1, ' / r r F. r... {>. C .: 4 IRIS SHEET I� 100. .101.7! G ( ) � ..,y3 .. } ffiY,'0'b/ ^�\ r TOI t 80.00 i 16-818 s -u \ \\ �,. I j A. ^ tG / ( PV7 .95 SLOPES 21 MAX (TiP.) , H 1p ffi8 ' r: , ~\ +� ,. FOR IMPROYEAIENT fS I0050 BAtl6LOW / .. ..... _L1j -L1- 8L8'y':. WITHIN PUBLIC RIGHT OF 4. IOLJI \ I PRERNIO? ( / DRAINAGE FLOW ....... ........ WAY, SEE rMPROY£ME 11 I (,W BIT 7) / FS 90.00 PLAN DWG N0. 142OT -1 f ffia FINISH AMIN ............. 283.8 \ �«i \ I fW EtEVAT10N ... . az s ; j t , SNA E/5P1uWAY (PV11 ..... eH7J FO 91.00 819 l / — g1c8,1.1 �I '•\ —P —t \. Y'T \\ I Cl\ `C \ \� �° CRETE SIDEWALK PER LANDSCAPE PLANS 4 �/4 - J B \P R aie 7 9 i\ \°\ jS \; \ ` — — — •Ae — — 69�r I KEYED NOTES (GRADING) �J \ �.� SITE GRADING SCALE E=7180 } 1N58 o i X \\ - B ,/ 9-O:E ( D I ❑1 PROP DAWJGHT U NE IBM 8 I�`- 1.5% ro Oi B-%h' ❑2 PROP EARTHEN SWALE SEE DETAIL D 91EET 18 OF 19 T� m ti\ ' / F11 PROP CONCRETE SWALEISPULWAY (15' MOE) `le \ I I ❑4 EXISI NG SIDEWALK TO REMAIN. PROTECT IN PLACE 6Q /. \,� rc, ♦ / /1� ,._ ffi ,, 1.ry' \ ❑5 EVSnNG SPEED TABLE B Y I! I ' 9.70 EFn ✓ I 1 .+` / 9 , / N � i \, � PROP PARTIAL XNFXTRATKYI BASIN (PYn, SEE DETAIL A SHEET 18 tX 19 � ( *,` U ` �\ f ,� \,n S ,• `\ti / ` — — AIL — — — — ❑7 EXISTING PLANTER WALL TO REMAIN, PR07ECTIN PLACE 1 r `. x 8 / ' SCALE 1*=1 ' ❑8 f� BMW DRAIN RP RAP ENERGY DHSSPAIOP (M PER SORSO DING so —� 491. t + / / � la i • '`6 � 9 PROP IAPERAIEANE LINER SIDES OVL t sy FsB oB ❑ ( n LxsTwc j ��' l ... . •''' t /,, i ���� I' 9t &1/ q, ''7Y''O.S. - \12` ' ` n DRAW OUTLET AL BE REMOOED 91 COVCREE SIVE WALK PER LA fRSCARE PIANs � EASEMENT EASEMENTS 'ITS DOCK FOR P O C HIGHWAY AND AS INCIDENTAL EPURPOSES r ; I (I. FS 91.E 4 \ 1 V ' 47367 AS BOOK 3208 PAGE 30 OF OFFICIAL9RECORDS THE LOCATON t I I }j' I �• r , : \,, OF THE EASEMENT CANNOT BE DETERMINED FROM RECORD 1 { I Sb { Y � . ",..� / ( le 91 9tbq 97 Y o BI 4' - rc ' Tc 5'09 '1`!y'� v v ,J APN 28027148 INFORMATION. AFS9259 ,A'. TC 97 `'•.. � � "t/ !Fat IMPR04£AIENT NOTES: 4 ' °\... 1 FOR N PUBLK RI I df I. SEE SHEETS 3 OF 19 AND 4 OF 19 FOR EXISTING CON WN INFORMATION AND DIVING WE NOZE `^d,. O'1 `Y: - I i ' A WAY SEE IMPROWMENT ((�UUNIIpp((,�R p/S) �` I 2 SEE SHEET 8 OF 9 TLW AM NINF67LIAIGN AND DATA TABLES :. i f r I �3•, t1 i -9266 j /� .93 . �c 65 5 _. `\ PLAN DWG N0. 14203 -I �� i 1 I H led a,i s s sy/ o ®� 94 "�. PROTECT II / \m,, I , / -PNfT ' BOUNDARY v.' / i APN 28041Fi6 lee IJ. % \ / r I A Kvr .✓' ,>. , , _._� ` Sian e\�MSJ ow- As saw ' t' 3 i i i fir.} `,.,/ ,••'"' \,< \ i ,,1 1� w ,� Ile q� \\ ! / ...mow E'a� \ ... ,' . e QT' 2 ' 90. J LU Z r \ V �., / I / ®/ 9474 rs95Ta \' �ti.\1 1. `- W > ,. I E I �'F 94.7 .>g /' �,�� .r �.e� yV ;,y, I ` � l/ Uj { I i , /F5 _ Ft�1, NOTE EMSnNG FWSH SLWACE aEVATTLNS ARE APPROXM41E CONTRACTOR TO WRIFY AND NOTPY 004EER OF WORK ON ANY DISCREPANCIES NOTE CONTRACTOR TO WRFY LOCATION OF EXISRNG BUXDINO, FOUNDATION OR S7RUC7URE. NOTE FENCE A' TREE REMOVAL M07ES ARE ADDED FOR REFERENCE ONLY. SEE LANDSCAPE PLANS FOR ANY WORK ASSOCIATED MITI EXIST/ PROP LAAOSCAPWGINMG47ICN AND FENONG NOTE; CONTRACTOR TO ENSURE DRAINAGE AWAY FROM EXISIING BUILDING CONTOURS SHORN HEREON ARE 9nNISH'. CONTRACTOR TO T "•+ / r / I/ / F5 FS 9507 776 _- y` T ESTABLISH UNDERCUT AS NECESSARY ! b NOTS �i CONTRACTOR TO PRONDE SMOOTH 7RANSI17ON TO EXISTING / J J : {t: ✓ 98D0 ,' % 87 87 ler y .' l : / // .,.:. .. .F' ".,., �•- � �3/ 0 "\ .. F' -.. i FOR IMPROVEMENT If ,. /.� / .' ! . - EAl$18IG 990 F5 9670 7 5F5 .00 `TS 9fl 1 ,J b ( NI T OF �/ M r. ' 00 9 WAY, $Er� ROYEMENT ° h qT L rs9 00 I 2�' ST s �' PLAN DBG N0. 14203 -I w .r- 1 is i ... ,:! __ � � >1 /. /��� �,♦� .�i i q� F59Z R)7p i/ 6O rs sau DIG Lee _. : I I ' �' 'i i / ✓i • i. > .,. . , _ �.. / ,r/ °/ �" v �V / FS ��? Vr� . ii SEE DETAIL A' Z . c l ( ; : ? + _.; ._} .T., ;, 7 ,<,...s i . - Q% Q}' \�/ .: .7 ` .... ",,, \ > h 98p a°j 121\ INS SHEET GOOD CURB ¢ a / - ' /r \ ell f j:' 7r.'il \ ` �� : ✓ \4D9�,i'� f _ _ CIS 9600 FS 9A37 2 "' e �/ \,'tb. w 2 I)1 /. - \ \.. \i 7! <:: ': i ' / . - - -`� ".',.. 1 f // ; ' ..., ."t.�',��jJl•\\�\ s \ V A �' v //` / n� \'�!�,,. 41v 1SZ \ > � ✓,� 1 t / &�... . :�V A , 7 �,% r / SECTION J—J w f` i �F % '' NOT TO SCALE EXISiNVC ` \ / \ �yw MEMO z 0 t ao SHEET 1 (SEE SPIFFY 127 RppFESSNOI,- Y g a N UNDE FAWAI D IIENYVE /ALERT vj 0 �Iy,Y KE LEWECK A N VIEW CALL BEFORE YOU DIG W° �' ENGI I N G ® CALL TOLL FREE s DP a -3o-zaw A 303 A BTREE . OZ BAN DIEGO, CA 61 619 2 SCALE: 1 — 2�' O 10' 20' 40 TnD /qR MG DAYS BEFORE YOU DIG �'�4 HaL 1F Nwkettlerleweek.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS S ED A Y: CHECKE BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. 1 REVISED SHEET NUMBERS SRN 7 -27 -20 INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECC N D: V yyy��) GRADING PLAN FOR: DESCRIPTION: AT ONTT IIiE FNBHWY DISC OF CHESTERFIELD AN PUBLIC WORKS DATE: � /wI 1888 MONTGOMERY AVENUE Q LOCATION :EAST SI OE GUARDRAIL CHESTENFlFlO AND STEVEN C. KETTLER DATE 14203 —G W OF THE NORIN END OF GUARDRAIL PLANNING It:- STE WAY. EDWARD J. MER CARDIFF SCHOOL DISTRICT RECORD FROM: ROS 1841fi . R.O.E. NO.: C48358 CITY NGI ELEVATION: 73.812 DATUM:NAVD88 REVIEWER 260 - 340-02 SENIOR ENGINEER DATE INSPECTOR STEVEN C.K LER EXP.: 8 -30 -20 DATE DA /A PLANNING CASE NO: 16 -120 COP SHEET1 F26 Y1 BEET, SEE SH 23106 FOR IMPROVEMENT WINK PUBLIC RIGHT OF WAY, rY ,...; L . t + /,' )5 SEE IMPROVEMENT PLAN DWG NO 14103 -1 T s m ; ill If EXISTING DOG PARK AREA L ! �• .� -• �,� 1*82 (v �EMAl11\ 4 05$_ I:9$ 0 5 80.09 i2 -�8 ,.\ \` t \5„ I __ yi -i p ,W ,' C. \ 1 FOR IMPR jTOF A' -' G • , \ \ - \ ` J PU&JC RI(rWi OF WAY, SEE LLIPROWMENT PLAN 84— - -- ONG NO. 14203 -1 Y X83.8 e2p� r ; _./ _ _ _ �ffi16 , ) { A ... Sv . J CON WAY (PIT.) ...... -.— 8 r.P-- -t�Pv- —P .\ 9 `.\ 4 i /f/ - 2r 8- \ R Hie 9 t 11 \ S \� .. \` NOTE: CRETE PER LANDSCAPE PLANS _ E.GSDNC FINISH SURFACE DfVARCNS ARE APPROXIMATE APPROXIMATE LAINn OF DIE OFFICE OF i ! { �\p\ -18'9 E=79.80 2 /1 81:03 ! Ot I i�( �','\ \ \ 8 \ ' \" \ DISCREPANCIES IFNFY AND NORFY ENGINEER (X" N9RK IXJ ANY GRANTS NARY LOCAL SERNCES (IXJALS) asN \ e \, \ /\ KEYED NOTES (ciADMG) i\ 9 _ \ r \ . \ \�/ 9TE GRADING W f/ ! \ J' �\ t 'Y�1""�,.Y ,. ❑1 PROP DAYLIGHT LINE DO 11 1 I R ' .g' \ / L' \ \, j2 ; 02 PROP EARMN SK& SEE DETAIL D, SHEET 18 OF 26 �D k \� 81.27 t r> t /J R 838 + I, 8 /� , 69 / - \\, ' / 9:�. �. �• T /f < O �, .� ' ❑3 SMILE iC %EMERCiNCY S1llWAY (15' N SEE DETA6 G (4)',`+ # 8 ' \ �\ S i ! \ `` i l \� / Q EXISTING SIDEWALK TO REMAW, PROTECT W PLACE 2 i ,'< T 'z , \ ✓ ' " ter` \:: t\ _,'\ ''- If , 05 EXHSDNG SPEED TABLE { ( " ; H \ �.\ ; l S ';'� �l © PROP PARTAt W X7RATKN ILISIN (PVT), SEE DETAIL A, SHEET 1S OF 26 / /. , A v� } L k v { j (, ; r. ' ; / 7 ` •— —�; " \ > \ \ I \ \ ,5" zj, ,\� ` ` pT aPPRD;auATE uwn OF THE OFFICE OF cRANn AND Loco. sNwcEs W / sr . r / i r 11 \ \:,/ \ , \ .. �. ,� �� I (ODALS) BOUNDARY II , III /III /III /III/ ' -' I i (? / ' - / 3 _ / f t J i i' \ i j I y 1114. \•, \ -.\ \ t 7{c \ ,.,1 027f'OB ❑8 N� SIM GRAIN RIP RAP ENERGY DISSPA TOR (PM PER SWST DOG I �V. v w 10 ¢� l ' ❑9 PROP MVP EAeLE LIVER (SEES ONLY) EVSTWG SHORN DRAW CURB OURET TO REMAIN \ \\ 1 (/ / f • I m ' / % I f / .` T'f .� '`..�. - / \ ` \ \. 11 CONCRETE SIDEWALK PER LANDSCAPE PLANS If ' \ \ /I PROP CONCRETE SWAL/SPXA F, , /� 's , I/ - y' " �/ \\ \ ,a ' 12 E WAY SEE DETAX STEEL 19 OF 26 �\ l APN 260-211-18 EXISTING PARK / •�I9� ,' /' , i \� //' i ;i k� x.' \ t AREA �/ / r T \ EX81M EASEMENTS O REMAAJ • jr / JN' , {.. EXISTING EASEMENT FOR PUBLIC HIGHWAY AND INCIDENTAL PURPOSES IN THE DOCUMENT RECOREDED MAY A 1949 AS WSTRUMENT NO 47367 AS BOOK 3209 PAGE 30 OF OFFICIAL RECORDS. 7NE LOCA71ON OF THE EASEMENT CANNOT BE DETERMINED FROM RECORD l} � ) ,/ • ._ 'k�. \ � \ INFO4AIAD I / r • / '\ \ V ' t 177 'Y: H t. I 18Ea ' ! . �/ /'! ,(/ /�' % / t V�v A `/ :,', 43 0 / / / 31 f i'y SEE 3 a aN0 4 r z e65TINC OINIX OV WFDRMAncw AND PROTECT 1 ' ( \, °8603 i �/ �/ 'J / Y r', / -.A` may(, . k \\ PRO�Ci t JJ�' E7fls 1RFf NOff (IWDFR OHS) / i 1, yf ! > ./ / 1- /, ` ` 1° APN 280211.16 2 SEE 21-" FOR SIM INFOPIIASON AND DATA TABLES ele i - ". / � ,� ! I L• �• /� —• \ • � /!1 7 1// / /,,��r \ \\ t.l /k...+,y "�' �(s �iS? \i. >\ .: 713 OF 43 t t /l%, .� /'T \ � T ! / . _. of \ / EXISTING AREA I s - _ ` e ? , :^ \ IN \ J /; �� TO REMAIN \� I (, �' J 1 .\ / /^< \s. } �� , •! , ' k t:T. / / `,� • \�\ // _ b '_ / \'i"^'d'h Nye titi'�... \\ 1, 11\ �� V i i 1 I I / /� i�,� ��� / t i t / t , / A i ' LPT if x � REMAIN, A 7 , if co TTT / ♦ - i al NOTE CONTRACTOR TO VERBY LOCATION OF EXISTING BUILDING; FOUNDATION OR STRUCTURE. NOTE FENCE k TREE REMOVAL NOTES ARE ADDED FOR REFERENCE ONLY SEE LANDSCAPE PLANS FOR ANY KIRK ASSOCIATED WIN DUST./PROP LANDSCAPINGIVRIGATON AND FENCING NOTE CONTRACTOR TO ENSURE DRAINAGE AWAY FROM EX6DNG BUILDING CONTOURS SHOWN HEREON ARE FINISH' C0V7RACIOR TO ESTABLISH UNDERCUT AS NECESSARY I !3 't''ttJ.- .�......,. -^' 1 .• t I'�i .,' "g, ,, / h/ / j' /q(�':,..-- "^, =� \�. ..._p� ! j ENO7E OR TO PROVIDE SMOOTH TRANSITION TO EXIS7W t .- ,..' ... COIIRA I `;'ate < / a:. / Y • / / �i, %f. -y,., \. ^'�•\ r` / ♦ j,.. ..... j / , / J r,- n,. f I '� 1 /fit . w��� % 9^ . . \' Y .. .. j , / NINNVFMENTWATIIN i .,�. �ri .,.... 4 >s _..: ':iD-RE1, r ",.'i��. � ".� SEE IMPROYEANNT PLAN O„ lf, t „.. ^'; 4' , / ONC N0. NTOI -N�..% N 3 / 1... —3k W s / 3'J .. \ xf H- 1 N ......, ,, h. \ \ fl, ° r� \s \1� 1s` \ \ \�;:: ,. l\' ,,� (r...� `; \\q^�.,' \`� ',fz., Zga !yG.'S \ ';,fC \\ \*.... �-/ L 2 w 5 \\ < / Z .�\ \ S ry ) I 4 g ESS (SM SHI 24) (SW S I 2) U DeloROU D S6 AUI � - N 4 />l KETTLERit�LEWECK CALL BEFORE YOU DIG NO E N G I N E E R I N G LAN VIEW a r7 ® CALL TOLL PFff * Dp. e-30 -2020 * 393 A STREET, SUITE 1 SCALE: 111 = 201 D' 10' 20' 40' SANDIEGO,CA92101 saltaoo-m>�oo CIVIV �� t: 619259- 34Mifu 619289.3459 �7f'� -�1� www.kettlerleweck.com TWO WORkW6 DAYS BEFORE YOU DIG (f) CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS IGNE B : CHECKED BY ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. 1 VOIDED SHEET AND REVISED SHEET SRN 7-27-2 INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECOMk,]�E�/[7jp7(�� A O E ' GRADING PLAN FOR: NUMBERS DESCRIPTION: 2- IRON PIPE SASS DISC STAMPED ENC41 LS 7322 UBLIC WORKS DATE: %�/�•% 1888 MONTGOMERY AVENUE LOCATION: EAST SIDE OF N13 HM 101, OF CHESTERFIELD AND �.e¢y • �` STEVEN C. KETTLER DATE RECORD NORTH : ROS GUARDRAIL PLANNING STEVE NO AK WARD J MMER CARDIFF SCHOOL DISTRICT RECORD FROM: ROS 18416 �% R.C.E. ND.: C48366 10A 43 REVIEWER � C' 7-G -,9 CITY I EAR •16•D- •34D -0•l ELEVATION: 73.812 DATUM: NAVDBB SENIOR ENGINEER DATE ' STEVEN C. KETTLER EXP.: 8 -39 -20 DATE _{ DA PLANNING CASE NO: 1 &120 CDP SHEET-ZB OF-2& INSPECTOR VOID SHEET, SEE SHEET 7C LEGEND PROPOSED IMPROVEMENTS SYMBOL MA" CONTOUR ................. .. . 90 MINOR CONTOUR ......................... _---- 89 CONTOUR LABEL ........................... 90 DAnJGHT (LANT OF WII ................. —T —��.(�I- SLOPES 21 MAX (TIN.) CUT L1PL-Y DRAINAGE FLOW .. --� --w­ - FS 90.00 FINISH SURFA ARON ...... .. FIG 91.00 FINISH GR EIEVATON ..... e2p� r ; _./ _ _ _ �ffi16 , ) { A ... Sv . J CON WAY (PIT.) ...... -.— 8 r.P-- -t�Pv- —P .\ 9 `.\ 4 i /f/ - 2r 8- \ R Hie 9 t 11 \ S \� .. \` NOTE: CRETE PER LANDSCAPE PLANS _ E.GSDNC FINISH SURFACE DfVARCNS ARE APPROXIMATE APPROXIMATE LAINn OF DIE OFFICE OF i ! { �\p\ -18'9 E=79.80 2 /1 81:03 ! Ot I i�( �','\ \ \ 8 \ ' \" \ DISCREPANCIES IFNFY AND NORFY ENGINEER (X" N9RK IXJ ANY GRANTS NARY LOCAL SERNCES (IXJALS) asN \ e \, \ /\ KEYED NOTES (ciADMG) i\ 9 _ \ r \ . \ \�/ 9TE GRADING W f/ ! \ J' �\ t 'Y�1""�,.Y ,. ❑1 PROP DAYLIGHT LINE DO 11 1 I R ' .g' \ / L' \ \, j2 ; 02 PROP EARMN SK& SEE DETAIL D, SHEET 18 OF 26 �D k \� 81.27 t r> t /J R 838 + I, 8 /� , 69 / - \\, ' / 9:�. �. �• T /f < O �, .� ' ❑3 SMILE iC %EMERCiNCY S1llWAY (15' N SEE DETA6 G (4)',`+ # 8 ' \ �\ S i ! \ `` i l \� / Q EXISTING SIDEWALK TO REMAW, PROTECT W PLACE 2 i ,'< T 'z , \ ✓ ' " ter` \:: t\ _,'\ ''- If , 05 EXHSDNG SPEED TABLE { ( " ; H \ �.\ ; l S ';'� �l © PROP PARTAt W X7RATKN ILISIN (PVT), SEE DETAIL A, SHEET 1S OF 26 / /. , A v� } L k v { j (, ; r. ' ; / 7 ` •— —�; " \ > \ \ I \ \ ,5" zj, ,\� ` ` pT aPPRD;auATE uwn OF THE OFFICE OF cRANn AND Loco. sNwcEs W / sr . r / i r 11 \ \:,/ \ , \ .. �. ,� �� I (ODALS) BOUNDARY II , III /III /III /III/ ' -' I i (? / ' - / 3 _ / f t J i i' \ i j I y 1114. \•, \ -.\ \ t 7{c \ ,.,1 027f'OB ❑8 N� SIM GRAIN RIP RAP ENERGY DISSPA TOR (PM PER SWST DOG I �V. v w 10 ¢� l ' ❑9 PROP MVP EAeLE LIVER (SEES ONLY) EVSTWG SHORN DRAW CURB OURET TO REMAIN \ \\ 1 (/ / f • I m ' / % I f / .` T'f .� '`..�. - / \ ` \ \. 11 CONCRETE SIDEWALK PER LANDSCAPE PLANS If ' \ \ /I PROP CONCRETE SWAL/SPXA F, , /� 's , I/ - y' " �/ \\ \ ,a ' 12 E WAY SEE DETAX STEEL 19 OF 26 �\ l APN 260-211-18 EXISTING PARK / •�I9� ,' /' , i \� //' i ;i k� x.' \ t AREA �/ / r T \ EX81M EASEMENTS O REMAAJ • jr / JN' , {.. EXISTING EASEMENT FOR PUBLIC HIGHWAY AND INCIDENTAL PURPOSES IN THE DOCUMENT RECOREDED MAY A 1949 AS WSTRUMENT NO 47367 AS BOOK 3209 PAGE 30 OF OFFICIAL RECORDS. 7NE LOCA71ON OF THE EASEMENT CANNOT BE DETERMINED FROM RECORD l} � ) ,/ • ._ 'k�. \ � \ INFO4AIAD I / r • / '\ \ V ' t 177 'Y: H t. I 18Ea ' ! . �/ /'! ,(/ /�' % / t V�v A `/ :,', 43 0 / / / 31 f i'y SEE 3 a aN0 4 r z e65TINC OINIX OV WFDRMAncw AND PROTECT 1 ' ( \, °8603 i �/ �/ 'J / Y r', / -.A` may(, . k \\ PRO�Ci t JJ�' E7fls 1RFf NOff (IWDFR OHS) / i 1, yf ! > ./ / 1- /, ` ` 1° APN 280211.16 2 SEE 21-" FOR SIM INFOPIIASON AND DATA TABLES ele i - ". / � ,� ! I L• �• /� —• \ • � /!1 7 1// / /,,��r \ \\ t.l /k...+,y "�' �(s �iS? \i. >\ .: 713 OF 43 t t /l%, .� /'T \ � T ! / . _. of \ / EXISTING AREA I s - _ ` e ? , :^ \ IN \ J /; �� TO REMAIN \� I (, �' J 1 .\ / /^< \s. } �� , •! , ' k t:T. / / `,� • \�\ // _ b '_ / \'i"^'d'h Nye titi'�... \\ 1, 11\ �� V i i 1 I I / /� i�,� ��� / t i t / t , / A i ' LPT if x � REMAIN, A 7 , if co TTT / ♦ - i al NOTE CONTRACTOR TO VERBY LOCATION OF EXISTING BUILDING; FOUNDATION OR STRUCTURE. NOTE FENCE k TREE REMOVAL NOTES ARE ADDED FOR REFERENCE ONLY SEE LANDSCAPE PLANS FOR ANY KIRK ASSOCIATED WIN DUST./PROP LANDSCAPINGIVRIGATON AND FENCING NOTE CONTRACTOR TO ENSURE DRAINAGE AWAY FROM EX6DNG BUILDING CONTOURS SHOWN HEREON ARE FINISH' C0V7RACIOR TO ESTABLISH UNDERCUT AS NECESSARY I !3 't''ttJ.- .�......,. -^' 1 .• t I'�i .,' "g, ,, / h/ / j' /q(�':,..-- "^, =� \�. ..._p� ! j ENO7E OR TO PROVIDE SMOOTH TRANSITION TO EXIS7W t .- ,..' ... COIIRA I `;'ate < / a:. / Y • / / �i, %f. -y,., \. ^'�•\ r` / ♦ j,.. ..... j / , / J r,- n,. f I '� 1 /fit . w��� % 9^ . . \' Y .. .. j , / NINNVFMENTWATIIN i .,�. �ri .,.... 4 >s _..: ':iD-RE1, r ",.'i��. � ".� SEE IMPROYEANNT PLAN O„ lf, t „.. ^'; 4' , / ONC N0. NTOI -N�..% N 3 / 1... —3k W s / 3'J .. \ xf H- 1 N ......, ,, h. \ \ fl, ° r� \s \1� 1s` \ \ \�;:: ,. l\' ,,� (r...� `; \\q^�.,' \`� ',fz., Zga !yG.'S \ ';,fC \\ \*.... �-/ L 2 w 5 \\ < / Z .�\ \ S ry ) I 4 g ESS (SM SHI 24) (SW S I 2) U DeloROU D S6 AUI � - N 4 />l KETTLERit�LEWECK CALL BEFORE YOU DIG NO E N G I N E E R I N G LAN VIEW a r7 ® CALL TOLL PFff * Dp. e-30 -2020 * 393 A STREET, SUITE 1 SCALE: 111 = 201 D' 10' 20' 40' SANDIEGO,CA92101 saltaoo-m>�oo CIVIV �� t: 619259- 34Mifu 619289.3459 �7f'� -�1� www.kettlerleweck.com TWO WORkW6 DAYS BEFORE YOU DIG (f) CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS IGNE B : CHECKED BY ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. 1 VOIDED SHEET AND REVISED SHEET SRN 7-27-2 INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECOMk,]�E�/[7jp7(�� A O E ' GRADING PLAN FOR: NUMBERS DESCRIPTION: 2- IRON PIPE SASS DISC STAMPED ENC41 LS 7322 UBLIC WORKS DATE: %�/�•% 1888 MONTGOMERY AVENUE LOCATION: EAST SIDE OF N13 HM 101, OF CHESTERFIELD AND �.e¢y • �` STEVEN C. KETTLER DATE RECORD NORTH : ROS GUARDRAIL PLANNING STEVE NO AK WARD J MMER CARDIFF SCHOOL DISTRICT RECORD FROM: ROS 18416 �% R.C.E. ND.: C48366 10A 43 REVIEWER � C' 7-G -,9 CITY I EAR •16•D- •34D -0•l ELEVATION: 73.812 DATUM: NAVDBB SENIOR ENGINEER DATE ' STEVEN C. KETTLER EXP.: 8 -39 -20 DATE _{ DA PLANNING CASE NO: 1 &120 CDP SHEET-ZB OF-2& INSPECTOR VOID SHEET, SEE SHEET 7C WITHIN PUBLIC RIGHT OF U \ \ \ csBSlcn - LEGEND V FOR IMPROVEMENT I I i� � /�J \\ \\ r - - i -� � e17 � - - - WAY, SEE IMPROVEMENT - TC 8783 I PLAN DWG N0. 14203 -1 s 1 - S / 0 -° 7RA57W \ \ G L 1005 PROPOSED IMPROVEMEN SYMBOL x MAJOR CONTOUR ........................... � 90 8J, s 8100 I aL W V \ I ✓- CLFB/MA7LN \ f 1C 87.90 O \ \ \ ✓ OF SW FL ICO85 'F 87.40 CONTOUR N CONTOUR 89 81 ( 82 / \\ \ \\ \\ THS SHEET -B- ,r V L35 , 701.22 \ ii '.ag� 87.50 DAYLIGHT (LUM�IT OF WOW) .......... I 90 I- _ :v, /FS W 00 1 &' s 8 eS �\ N \\ a �. FOR IMPROVEMENT T IS 100. 4� x 1 } / �llY \ gpprR'gy ]95 I SLOPES 21 MAX (TYP.) CUT/ALL .... �T i, A 84.00 ✓ C V T- _ v� W Y �' 1 � .. - _,-,s \ NITHN PUBLIC RI GH OF \ 0 48 �P 101.37 (SE SICK / / DRAINAGE FLOW E =791 82 _ - 840 3 \\ \ \ / WAY, SEE IMPROVEMENT �� (SE 9F77) / FS 90.00 4 e4 \ PLAN DRG N0. 14203 -1 i�" �a BIDS FINISH SURFACE ELEVATION ........ / x83.8 \ �i X73 f I FINISH GROUND ELEVATION FIG 91.00 8545 - -_. 9 -p -p- - -p- +s\ / / / 6 °ntAN9nW''I;Y• I CONCRETE SWALE/SPILLWAY (PVT.) s e \ \ \y ®Ae CONCRETE SIDEWALK PER LANDSCAPE PLANS 83\ ,.s \ \P FL 838 \ 8° KEYED NOTES (GRADING) 1 IyI(( 1 \ � DETAIL 'A' � DACX a- sTV � Ii 1 ;\ \ 1 \ 1 SCALE P =fo' FS/W I SITE cRaDINC _ 1 a; 11 =79.a0 \� \ \ 8 / y� OM SYPE 8823 I ❑1 PROP DAYLIGHT LINE \ ) \ FROM 1.5X TO 0% ❑2 PROP EARTHEN SWALE SEE DETAIL 0 SHEET 18 OF 43 9 S s$ \ \�/ 7 �'�, I ❑3 PROP CONCRETE SWALEISPILLWAY (15' WIDE) � V / 4 EVSVNG SIDEWALK ro REMAIN, PROTECT #1 PUCE BTa �P} / � v \ I ❑ N / NIX a /'\ v � X23 R 83.8 g / g A / IS Saco \ VA I ❑5 EXISTING SPEED TABLE co w + / © PROP PARTIAL INFILTRATION BASIN (PM, SEE DETAIL A SHEET 18 OF 43 x8\3.8 - - - 7❑ EXISTWG PLANTER WALL TO REMAIN, PR07ECT IN PUCE R �.2 U , DETAIL 13 84 FS 90 � \ SCALE 1'=10 8❑ PROP STORM DRAIN RIP RAP ENERGY USSIPATOR (PV0 PER SDRSO DWG N0. D-40 Fs ----- -FS Fs Fs FG 9054 APN 260 -271-08 9❑ PROP IMPERMEABLE LINER (WE CRY) 1 DUS11NG STORM DRAW CURB OURET TO BE REMOVED 9D T .9a y / �\ c 4zz2 Y \ \ �, El CONCRETE SIDEWALK PER LANDSCAPE PUNS 1 / 859 / Fs so.a 91 /y y.�\ \ V A / 8 00 �i 9t5 95 y l I a 2 � EXISTING A EENT FOR NT3 a / ✓ ( 97 �' F$ 91.03 , 11 A \ \ E)ISRNG EASEMENT FOR PUBLIC HIGHWAY AND INCIDENTAL PURPOSES IN 67 DOCUMENT RECOREE MAY 26, DIAL RECORDS INSTRUMENT N0. ` / 'TC AS BOOK ASEMENT CANNOT BE 30 OF DETERMINEDLFROM R RECORD LOC4710N FIFE (INC #2)' / m D2 59[59 92 0ti FS 9259- _ ✓FS 929 g , v APN 280- 271-18 INFORMATION. a -86.6 TO 50 / Sg TC93 6/_\�\ X FOR IMPROVEMENT NOS 1. SEE SHEETS 3 OF 43 AND 4 OF 43 FOR DISIWG C0107ION WFORLIAWN AND 07HIN PUBLIC RIGHT OF \ \ ✓ - 88j �� as t TC 9 16 '7 \ - i 9ao2 \ EA95TINC TREE NOTE !UNDER MISCLIlANEOUST / / a asp / PAD 93 9266 / /\ / g 929 TC 5 FS 935 \ 9 11 PUN ONGI NO. 142 3-1 AJ �F 93. 9 S / \ WAY, 2 SEE SHEET 7B OF FOR STORM DRAIN IN ORMARON AND DATA TABLES �a. eat z R� 3 a 93 s6 V A v iC 9373 ' /i 9 1 0 0 \ L<KX f I I sHEEr \ s s3 �� \ v PRaECd IB BOUNDAIi /s ✓ I / F8 a0 � .934,E FS 78 sQ ✓ s 1\ Y� / l APN 280271-16 44 9502 1 �� -.9405 Tc sa46 / T\ /i.�� -�. / / v s 8 i w sass rs s .619 1 v v 2 - Q vv O p 8jx / / // / s '3 GM \ v NOTE`,EXISiiNG vv ��° //� 95 d? �� m / rs .4 / v/ TABL T�REMAIN W 'v \ I� NOTE EXISTING FINISH SURFACE ELEVATIONS ARE APPROXIMATE CONTRACTOR TO VERIFY AND NOTIFY ENGINEER OF WORK ON ANY DISCREPANCIES NOTE: CONTRACTOR TO VERIFY LOCATION OF EXISRNG BUILDING, FOUNDA77ON OR STRUCTURE. NOTE FENCE d TREE REMOVAL NOTES ARE ADDED FOR REFERENCE ONLY. SEE LANDSCAPE PUNS FOR ANY WORK ASSOCIATED WITH EXIST./PROP LANDSCAPINGIIRRIGA71ON AND FENCING NOTE CONTRACTOR TO ENSURE DRAINAGE AWAY FROM EXISRNG BUILDING NXIB. CONTOURS SHOWN HEREON ARE 47NISH' CONTRACTOR TO ESTABLISH UNDERCUT AS NECESSARY Z ,II o I / i/ / / / /i/ / // i v V� q< I fA L / / / / / / ,. 9550 / \ / / CONTRACTOR TO PROVIDE SMOOTH TRANSITION TO DUSTING ' h \ / /' � 9Z ✓i GRADE. or 7-/-;a Imo- 5 a> 1 I ❑ i i- / / i / // FS 96. 97 rc G 1 ✓ i _ i / / / /�/ �r 97 FS 3o iC FOR IMPROVEMENT MINN PUBLIC RIGHT OF c WAY, SEE IMPROVEMENT N TC 9750 2 700 ��l s s. �F5 A Am OWG N0. 14203 -I cai rn -7`\\ =\ (/ % 7 A / i/ o FS 9809 saso fs sa rC S o z Tc tea.. Tc 1.21 SEE DETAIL i1' z w I'. L I / ✓ �\ \� a / / �p • \ - / 00.50 ® R 98 THIS SHEET CONC CURB w n LL IC 96.50 99.20 �/ m 1 .fo 1 FS 96.00 0 � a p�v / j 99 rs sa 9a>o .zz 46� % rs 9x37 w N A l z \ /� \ VA \v /�� yq, .a x91 I1F5�rz f , w- 7 \ \ \\ / 577 \ \- Fe ]98m 15% / \ i 3wm SECTION E a NOT roscaE WI-w (SEE SHEET 11X) •/ 614 57 P D (SEE SHEET 12) P D a 1500 PpOFES$Dpy- y m M UNDERGROUND SERVICE ALERT "Y PLAN VIEW N »� c "� KETTLER -*LEWECK CALL BEFORE YOU DIG No' 048368 ^ E N G N E E R N G ® CALL TOLL FTiff I 6- D-2022 * 1820 5TH AVENUE SUITE 675 SCALE: 1" = 2�' 0' 10' 20' 40' NaWti6o-av�eDD SAN DIEGO, 4441:619279 d} C Pat �T t. 678289. 344417: eek269 -3469 ,7F'I,tr C/L \F www.kettlerleweck.com 1110 WORKING DAYS BEFORE YOU DIG CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS 1 DESIGNKD BV: DRAWN BY: CHECKED Bv: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. 1 ADDED NEW SHEET SRN 7 -27 -20 1 INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: GRADING PLAN FOR LOCATION: N: EA TSIDE FNDHASS 01, FCHESTE FIELD AND PUBLIC WORKS DATE: 06 -29 -2020 Sta ve Nowak 1888 MONTGOMERY AVENUE CARDIFF LOFTHE NRTHENIDE GUARDRAIL 101.0E CHESTERFIELDAND STEVEN C. KETTLER DATE '�, c�.� 14203 -G RECORD FROM ENDG GUARDRAIL PLANNING /.('C• /GOLD -� R.C.E. NO.: :48358 STEVE NOWAK 1"� CITY EN INFER ER SCHOOL 260- 34CT-PHASE1 RECORD FROM: ROS 18416 CITY ENGINEER REVIEWER 260- 340 -02 ELEVATION: 73612 DATUM: NAVD88 STEVEN C. KETTLER 7 27 20 SENIOR ENGINEER DATE INSPECTOR EXP.: fi -30.22 DATE DATE PLANNING CASE NO: 16 -120 COP SHEET 10B OF 43 NEW SHEET 1 M P R o"ENT MIN PUBLIC RIGHT OF I WAY, SEE IMPROVEMENT I PLAN ONG NO. 14203-1 II I q k I z z 322 �74 m I p Ri.; ME EX RIW-,, L i t .5 it 04 -it if it 1 M P R o"ENT MIN PUBLIC RIGHT OF I WAY, SEE IMPROVEMENT I PLAN ONG NO. 14203-1 II I q k I z z 322 �74 m I p Ri.; ME EX RIW-,, L i t (SEE 1) 7B m m m 1:y{}.... -0 0_4Y _e'), o -SD— It SEE SHEET 10A F4 3 FOR GRADING OF THE .. ........ . ... ` "", - FIELDS .... .... --EXUnNG AREA V`4 a ... ....... TO FEMAIN \i to .... ..... A ....... ... .... 5 II i �� I11 i ! �'. � ��� w :5 . ........ .... ............ ... ... ........ . �4 ........... d ..... .... . . 24_ .5 DESCRIPTION (SEE 1) 7B m m m 1:y{}.... -0 0_4Y _e'), o -SD— It SEE SHEET 10A F4 3 FOR GRADING OF THE .. ........ . ... ` "", - FIELDS .... .... --EXUnNG AREA V`4 a ... ....... TO FEMAIN \i to .... ..... A ....... ... .... 5 II i �� I11 i ! �'. � ��� w :5 . ........ .... ............ ... ... ........ . �4 ........... d ..... .... . . 24_ .5 If mI B14 < .. ......... M. I 87.79 His i 5 .. . ..... . ...... IS El41.w m it 8 6 t 0 it III .... . .. . ......... I�.1 �� .. . ...... . l..- 4 FS_ ".. �y 87� 86 0 Y '771 76W4 ENGR VAS. 4 EX So? PER -2 2 S 2 S MOZART AVENUF; ... ... � . I, b] v M. YOP PER ENGR 76-2990.11 ..... - - - - -- -- ------ . . ... ... . APN 280-3 APN -250-86 APPROVED DATE BENCHMARK AS-BUILT APPROVALS 1 DESIS90 BY: DRAWN BY I CHECKED BY MT11WA I m T/��m 7-27-20 1 INT. DATE PLANS PREPARED UNDER SUPERVISION OF DESCRIPTION: 7 IRON PIM BRASS DISC STAMPED 8�1 LS7W PUBLIC WORKS DATE: ?f)—f LOCATION: EAST SIDE OF NB HM 101, OF CHESTERFIELD ANO STEVEN C. KETTLER DATE --F �NN�NG W OF THE NORTH END OF GUARDRAIL R.C.E. NO.; 048358 RECORD FROM ROB 18416 ELEVATION M.612 DATUMNAVD88 REVIEWER SENIOR ENGINEER DATE lMqPFr.TnR STEVEN C. KETTLER EXP.: 6-30-20 FOR IMPROVEMENT WITHIN PUBLIC RIGHT OF WAY, SEE IMPROVEMENT PLAN ON NO. 142173-1 KEYED NOTES (GRADING) SITE GRADING [1) PROIGOSIM DAYUGHT LINE WOSB) EARM SWALE EXIM ASPHALT CONCRETE PAMOT TO R(WAR PROTECT IN RACE Fj] EMS ING SOEIIALK 10 RFMA(k PROTECT IN RACE PROP PARTIAL WILIRAWN B4SW (PM ME DETAIL A SIG7 18 OF X PROP IMPERMEABLE LWER (00 OR Y) PROP DRAINAGE BASIN (PVI) PROP COMCREIE SNALEISALLWAY (5' OW PROP STORM DRAW RPRAP ENERGY DISSIPAW (PV0 PER SOM DW NO D-40 APPROAWAIE UNITS OF INE DIM Or GRANTS AND LOCAL SEI?W= (0241.5) BOUNDARY EXISTING SURVEY MONUMENTS (I) FOUND 314" IRON PIPE WIN PLUG MARRED IS 5036m TO REMAW, PROTECT IN PLACE FOUND LEAD AND TACK PER CORNER RECORD 14355 TO REMAIN. PROTECT IN PLACE EXISTING EASEMENTS EXISTNG EASEMENT FOR PUBLIC HIGHWAY AND INCIDENTAL PURPOSES IN THE DOCUMENT RECOREDED MAY 26, 1949 AS INSTRUMENT NO. 47367 AS BOOK JM PAGE 30 OF OFFICIAL RECORDS. THE LOCATION OF THE EASEMENT CANNOT BE DETERMINED FROM RECORD INFORMATOM 43 0F 43 6 1. SIT J 0F2A AND 4i*FOR SMOCONDITONINFORWAIJON AND I EMS mff NOTE (ma if I 2 SEE A N OF 26 TO? STOW BRAIN AIION AND DATA TABLES 8A 43 EXISIM FINISH SURFACE B"AIWINS ARE APPROMIMIE CONIRACTOR 70 lolEIIIFY AM NOTIFY ENOM OF WORK ON MY DISCRIERAmm N01B CONTRACTOR TO VERIFY LOCATION OF BUILaK FOUNDA TON OR STRUCTURE. NOTE FENCE & TIDE REMOVAL NOTES ARE ADDED FOR REFERENCE MY. SEE LANDSCAPE PLANS FOR ANY WORK ASSOCIATED WITH EXIST/PROP LANDSCAPINGIVRIGARON AND FENDING. NOTE CONTRACTOR 70 ENSURE DRAINAGE AWAY FROM EXISTING SLOWING NOTE CONTOURS SHOW HEREON ARE IRMSH' CONTRACTOR TO ESTABLISH UAIVEROUT AS NECESSARY NOTE: CONTRACTOR TO PROVIDE SIWO7H TPANSVITON TO DUSIWG GRADE. UNDERaR0tJND BERVOCE ALERT CALL BEFORE YOU DIG CAUL TOLL F1111BE M MRKING DAYS BERRIE WU D49 N PLAN VIEW SCALE: 1 = 20' 0' 10' 20' 40, 4 �cmsm ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES 'MED' GRADING PLAN FOR: 1888 MONTGOMERY AVENUE EDWAROJ. ER CARDIFF SCHOOL DISTRIC Vam (c 260-3402 l cl � ( -0 1 DATE- I PLANNING CASE NO: 18-120 CDP KETTLER*LEWECK I E N G I N E E R I N G 303 A STREET. SUITE 302 SAN DIEGO, CA 92101 1 : 619 269-3444 1 f: 619 200.3459 w".keftleriewock.com 7T Tj F4 " i 0 FlYz"irip rej Z Eel PHASE 1 11A L 0 LL Q ciz KL 4 0 m O _ r t II lui 1 ' I I i � +l L I I FS Lm g// N P p,0'lg� Al C` A �bz a s 2 7 4,�j` r 1 FOR IMPROVEMENT " S e WITHIN PUBLIC RKINT OF , `WAY. SEE WPROVEAIENT,...- r no PUBLIC RIGHT or WAY, SEE WPROWIIENT / ":j" i,,. f f` ". ,,• FOR NIPBLIC E RIGHT WITHIN PUBLIC HT T War, stIAS NO. 4203-1 FLAN DWC N0. 142Qi -I °4x P ';el / / 11i KII X Q .y ( \ APN 260 - 274 -03 \ EX R/W \ l \ FOR WP WTHIN PIIUBIRUC JC RIGHT OF WAY, SEE NO. WROVEMENT 03-4 ' PLAN DWG N0. 14207 -1 PROECT FOR WPROVEMENT ' I "•.'� WTHIN PUBLIC RIGHT OF .✓ "' %\ WAY, SEE WPROVEMENT / 3 1 7 PLAN DWG NO 14203 -1 ' FFFtitt�/o` ' y S. N r /, x / ✓ / f \ i� i fOR IMPROVEMENT TOP AIV bdOICAW' N PER WTHIN PUBLIC RIGHT OF r.. / / DOCUMENT NO 2901 - 0576929 WAY, SEE IMPROVEMENT `` / LYM�ED GNP Y,- 31, 2001 PLAN DWG N0. 14203 -1 j ,/� 7 / APN 260-36113 III NOTE: •- • .- • PREGMISTRICTICIN NI AND A WLDUPE 910LOGIIST SHALL COLIPLETE MUM FOR ro• • L - ;•- -. -.r •� •.r ••• - KEYED NOTES (CiAADAJCil SITE GRADING ❑1 PROP DAnoT LINE ❑2 PROP EARRREFI SWALE AT 1% UK ❑J EXISTING W TO REMAIN, PROTECT N PLACE ❑4 EXISTING SIDEWALK TO REMAIN, PROTECT W PLACE ❑5 EXISTING IRA% ENCLOSURES TO REMAIN CONTRACTOR RF REiI OS4 PLAN SN✓EET At -XOI FOR ROOF AND OEMWNIN PUN (LE EW09/flE TO BE REMOVED FROM RIGHT -C- -WAY AND REIROFITlm NTH ROOF PER STORM W47M STANDARDS) © APPROXNATE LWITS OF THE OFFKE OF GRANTS AND LOCAL SERNCE3 (OGALS) BOUNDARY ❑7 PROPOSED ELECTR/G41. EQUIPMENT ENC09/RE REFER TO DSA Na 04 -N8509 EMSSNG SDW ELECTRICAL VAULT TO REMAIN, PROTECT IN PUCE ❑9 EXISTING 5DG&E ELECTRICAL TRANSFORMER TO REMAIN PR07ECT IN PUCE EASTM SURVEY MONUA6ff8 (D FWND 314' RW PIPE WITH PLUG MARKED TS 5036' TO REMAX PR07ECT IN PLACE Q FOUND LEAD AND TACK PER CORNER RECORD 14355 TO REMAIN, PROTECT IN PLACE EXISDNG EASEMENT FOR PUBLIC HIGHWAY AND INCIDENTAL PURPOSES IN THE DOCUMENT RECOREDED MAY 26, 1949 AS INSTRUMENT N0. 47767 AS BOOK 3209 PALE JO OF OFFICIAL RECORDS THE LOCATION OF THE EASEMENT CANNOT BE DETERMINED FROM RECORD INFWMA DON. 0 NOT"FOR 43 T. SEE 2EF F.'ME CIS) 2 SEE DR INFCWAIKW AND DATA iA&ES MIND FW91 SURFACE MEVAM ARE APPROMIE CONTRACTOR TO VERIFY AND NOTIFY E49M OF WORK ON ANY DISCREPANCIES NOTE CONTRACTOR TO VERIFY LOCA DON OF BUILDING, FOUNDATION OR STRUCRME FENCE R TREE REMOVAL NOTES ARE AD" FOR REFERENCE ONLY SEE LANDSCAPE PLANS FOR ANY WORK ASSOCIATED WIN EMSTIPROP LANDSCAPINCIIRRIGARW AND FENCING. NOTB CONTRAC712R 70 ENSURE DRAINAGE AWAY FROM EXISTING BUILDING NOTE CONTOURS SHOWN HEREON ARE RNISN'. CONTRACTOR TO ESTABLISH UNDERCUT AS NECESSARY Te. CONTRACTOR TO PROWDE SMOOTH 7RAN977ON TO EXISTING GRADE. WIDER TROLI D SERGE ALERT CALL BEFORE YOU DIG CALL TOLL R7EE N OR 141OD -227-M TWO WORKING DAYS BEFORE YOU DIG O N QmQ Ury Oo W .mi ZO W z 5ona wr° y j 06 Cog W W 0.i J � m �yZ yQt1 YC�IR N PLAN VIEW SCALE: 1" = 20' 0' 10 ®08 �vR�DP�33 y � OP KETTLER LEWECK III ca Nw C48358 IF' ENGINEERING E.p. e-30 -20m $ 303 A STREET, SUITE 302 * * SAN DIEGO, CA 92101 �? CIVIL J t: 619269- 344411 :619269 -3459 47E'OF CL%I www.ksttlerteweck.com CHANGE NO DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY' DRAWN BY CHECKED BY ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. 1 REVISED SHEET NUMBERS 7 -27— TNT. DATE PLANS PREPARED UNDER SUPERVISION OF RECD D: � GRADING PLAN FOR: DESCRIPTION: S IRON PIPE BRASS DISC STAMPED ENC41 LSE@ LOCATION: FAST SIDE OF NB HWY 101, OF CHESTERFIELD AND DATE: 7 4 -F� STE i AK ` < EDWARDJ. MMER 1888 MONTGOMERY AVENU CARDIFF SCHOOLDISTRICT_pHgSE1 203 -G UBLIC WORKS STEVEN C. KETTLER DATE W OF THE RTH PLANNING ./f�,§fr "�V,� R.C.E. NO.: C483M STEVEN G KETTLER EXp,: 8 -30 -20 -� -(� PATE CITY NGI ER DATE 260- 340 -02 PLANNING CASE NO: 1 &120 CDP 1 43 RECORD FROM ROS 18416 ELEVATION : 73.612 DATUM : NAV088 REVIEWER SHEET 12 OF 26 SENIOR ENGINEER DATE i.,000n.no O N QmQ Ury Oo W .mi ZO W z 5ona wr° y j 06 Cog W W 0.i J � m �yZ yQt1 YC�IR SEE SHEET 13A (SEE SHEET 27) N NOTE: PLANVIEW CITY OF ENCINITAS HAS NOT RENEWED ON SITE IMPROVEMENTS FOR COMPLIANCE WITH ADA OR ® OTHER ACCESSIBILITY GUIDELINES12 AW. SCALE: 1" = 20 o' 10' 20' 40' (f CONT ARKS WRB 1317E IMPROVEMENTS ESIBILITY CURB DATA LINE PRIVATE NO. BEARING LENGTH REMARKS L1 N1458'26 °E 2258' 6' TYPE 'G° CURB AND GUTTER L2 N3421'56 °W 8.63' 6" TYPE 'G° CONC. CURB L3 N7328!OYVI 40.00' 0" CONC. CURB L4 N70'46'52'E 7.62' 6" TYPE 'G° CONC. CURB L5 N70'35'09 0W 4.50' ' L6 N39443'21 "E 45.25' 6" TYPE 'G° CONC. CURB L7 N39443'21 "E 10.06 0" TO 6' TRANSITION CURB L8 N6855'47'W 16.51' 6" TYPE 'G° CONC. CURB L9 N61'48'20 "E 1 &53' ' 60 N2811 WW 9.W ' L71 N6144820 0E 7.62' ' L12 N2811'WW 9.00' ° L13 N61'48'20 "E 7.62' ° L14 N2811'WW 9.00' ' L15 N61448'20 "E 7.62' ' L16 N2811'WW 9.00' ' L17 N61'48'20'E 7.62' " L78 12871 40 W 160 C15 L19 161.4820E 7.62 ' L20 12811 40 W 9.00 ' L21 161'4820 E 7.62 ' L22 N2B11 40 W 00 ' L23 N61'48'20 "E 7.62' ' L24 N2811'WW 9.00' ' L25 N61'48'20 "E 8.00' ' L26 N2811'40W 9.01D ' L27 N61448'20 °E 8.00' ' L28 N2811'40'W 9.00' - L29 N61'4V20 "E 8.00' ' L30 N2811'40 °W 9.00' ° L31 N61'48'20'E 8,00' ' L32 N2811'WW 9.00' ' 733 N61'4820 E 21.84 C27 L34 N72039'51 °W 17.10' ' L35 N5T30'48 "E 15.74' - L36 N3T29'10W 9.00' ' L37 N5T3648 "E 7.62' ' L38 N3229'1 2 "W 9.00' ' L39 N5T3048 "E &00' ' L40 14322912'W 9.00 ' L41 N5T30'48 "E 8,00' ' 142 132'29'12 °W 9.00 ' L43 051'30'48"E 8.00 ' L44 N32029'12 7W 9.06 ' L45 N5T3048 E 1160 ' L46 N7332'54'W 0.38' ' L47 N1513'17 °E 20.14' 0° TO 6" TRANSITION CURB L48 17332 54 W 9.01 6' TYPE 'G° CONC. CURB L49 039'4321 E 7.58 ° L50 146855A W 14.90 ° L51 N2003'092W 7.90' ' L52 N6956'51 "E 9.00' ' L53 N2003'09 "W 7.90' ' L54 N6956'51'E 9.00' ' L55 N2003'09 °W 7.96 - L56 N695651°E 9.00 ' L57 N2003'09 °W 7.90' ' L58 N6956'51 0E 9.00' ' L59 N2003'09 °W 7.96 ° L60 N6956'51'E 12.26' ° L61 N23'51'59"W 5.21' ° L62 N1458'26'E 16.48' 0" TO 6' TRANSITION C k G L63 N73'28'OYW 9.33' 0" TO 6' TRANSITION CURB L64 N73'28'OYW 9.33' 0" TO 6' TRANSITION CURB L65 N11'47'02 °E 20.42' 6" TYPE "G" GDNC. CURB L66 N6954'010W 23.91' ' L671 N2005'59 "E 1 1.25 ' L68 N20wO3'09 "W 2254' ° L69 N72'20'37 "W 2.18' ' L70 N7220'37 °W 1 8,81' ' L71 N24'36'37 "W 16.52' ' L72 N6523'23 "E 9.00' ' L73 N24'363 W 7.62 L74 N652323E 9.00' ' L75 N2436'37' 7.99' ' L76 N66W52'E 9.00' ' L77 N24'36'37* 7.91' ' L78 N6523'23 "E 9.00' ' L79 N24'36'37* 8.00' ° LBO N6523'23 "E 9.00' ' L81 14243637' 8.00' ' L82 N11047'02 °E 15.16' 0' CONIC. CURB L83 Nll'47'02 "E 15.22' ' L84 Nll'47'02 "E 24.93' 6' TYPE "G" CONC. CURB L85 Nll'47'02 "E 14.08' ' L86 Nll'47'02 "E 14.01' ' L87 N3944S21 0E 5.00' ' LBO N3944S21 0E 7.70' 0' TO 6° TRANSITION CURB L89 N5T30'48'E 23.01' 6' TYPE "G" CONC. CURB L90 N3229'12 7W 9.OD ' L91 N652S23'E 9.OD ' L92 N24'36'37' 21.19' ' L93 N2003'09' 16.00' ' L94 N6956'51 0E 9.OD ' L95 N7220'37' 10.00' 0' CONIC. CURB L96 N7239'51 °W 10.05' • L97 N7328'03' 9.33' 0° TO 6" TRANSITION CURB L98 N7328'03' 40.00 6" TYPE °G" CONIC. CURB L99 N7328'03' 9.33' 0° TO 6" TRANSITION CURB CURB DATA CURVE PRIVATE NO. DELTA RADIUS I LENGTH REMARKS Cl 85'36'05' 50.00' 74.70' 6' TYPE °G" CURB AND GUTTER C2 36'04'20" 6.00' 3.78' 6' TYPE 'G" CONC. CURB 03 0079'56" 1118.48' 6.48' ' G4 0017'00" 1118.48' 5.53' ' C5 00'36'38° 111 8,48' 11.92' ' 06 06'09'13° 111 8,41' 120.12' ° C7 40441'30" 6.00' 4.26' ' C8 6550'17" 50.00' 57.45' ' C9 71420'52" 10.00' 12.45' " C10 130444'06° 2.00' 4.56' C11 3973'06° 11.75' 1 8.04' " C12 01'06'49° 923.17' 17.94' " C13 12953'21° 1.00' 2.27' ° C14 4856'18° 6.00' 5.12' ° C15 88'49'42° 9.99' 1549' ° C16 106407'W 2.00' 3.70' " C17 75'06590 30.00' 39.32' ° C18 03'29'05° 1322.72 80.46 ° C19 06634220 1322.72 151.74' ° C20 7559'40° 30.00' 39.79' ' C21 10839'08" 2.00' 3.79' ' C22 13107'227 1.00' 229' ° C23 521412' 5.00' 4.56' ' C24 0105'26' 362.51' 6.90' ' C25 13216'00° 1.00' 231' ° C26 4856'18" 10.00' &54' ° C27 0015'41° 111 &48' 5.10' 0° TO 6° TRANSITION CURB C28 00430'56" 111 8.48' 10.06' 0' CONC. CURB C29 0026'13" 111 8.48' 8.53' 0° TO 6° TRANSITION CURB C30 1300908" 1.00' 2.27' 6' TYPE 'G" CONC. CURB C31 1 00426'12° 132272 10.08' 0' CONC. CURB TM W ke 1 u ilk a \II. Q PROP PARKING STALL F21 PROP 6° CURB Ell PROP WALKWAY (SF LANDSCAPE PLANS) ® PROP ASPHALT CONCRETE PAVEMENT FOR DRIVEWAY 9 PROP ACCESSIBLE PARKING STALL (9 -FEET BIDE) ® PROP VAN ACCESSIBLE PARKING STALL (12 -FEET WIDE) 9 PROP CARPOOL PARKING STALL (9 -FEET BIDE) 9 PROP VAN CARPOOL PARKING STALL (12 -FEET WIDE) F7 PROP PEDESTRIAN RAMP WITH TRUNCATED DOVES © PROP 0' CURB ❑9 PROP HATCHED DIAGONAL LINES PAINIED A CONTRASTING COLOR WITH THE PARKING SURFACE 1N PROP AC(ES98LE PARKING SIGN 11 PROP CARPOOL PARKING SICK 1© PROP ELECTRIC VEHICLE CHARGER 13 PROP BIKE RACK (SEE LANDSCAPE PUNS) 14 PROP PARTIAL INRLIRA71ON BASK SEE DETAIL A SHEET 18 OF 43 15 PROP EARTHEN SWALE 16 DUSTING SIDEWALK TO REMAIN, PROTECT IN PUCE 17' DUST. CURB AND GUTTER TO REMAIN PROTECT IN PLACE 18 PROPOSED BHEEL STOP, SEE DETAIL C SHEET 18 OF 43 19 PROP FUG POLE (SEE LANDSCAPE PLANS) 20 PROP PARKING LIGHT (SEE LANDSCAPE PLANS) 21 PROP RED CURB Q PROP 6" CURB AND GUTTER LEGEND CURB (PRIVATE) DATA L1, C1 LIGHT DRIVE AREAS (INCLUDING INFREQUENTLY USED FIRE LANES) 4' A.C. PANN618' CLASS It AGGREGATE BASE. PARKING ONLY AREAS 3' A.C. PANNG 15' CLASS 11 AGGREGATE BASE. PLANTER AREA PA NOTE: WORK SHOWN HEREON IN THE PUBLIC RIGHT -OF -WAY IS FOR REFERENCE ONLY, REFER TO PUBLIC IMPROVEMENT PLANS, CITY DWG. NO. 14203-1 D32022)� KETTLER #LEVVECK ENGINE ERING 7620 5TH AVENUE, SUITE 675 SAN DIEGO, CA 92101 f: 619269 -3444 f: 619269 -3459 rn Ji www.kefflerleweek.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS i u=010KuDy' `'" °K" ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. I ADDED NEW SHEET SRN 7 -27 -20 DESCRIPTION: 2' IRON PIPE BRASS DISC STAMPED MC41 LS7= WY LOCATION: EAST SIDE OF NO HM AND AND W OF THE NORTH END OF GUARDRAIL INT. DATEI PLANS PREPARED UNDER SUPERVISION OF DATE: 06 -29 -2020 -�, �.n R.C.E. NO.: 048358 STEVEN G KETTLER EXP.: fi -30.22 RECOMMENDED: APPROVED: t..' STPxen.Nowak� STEVE NOWAK Iv. EDWARD J. WIMMER 7YENGIN CITY ENGINEER nATF nATF HORIZONTAL CONTROL PLAN FOR : 1888 MONTGOMERY AVENUE CARDIFF SCHOOL DISTRICT - PHASE 1 260- 340 -02 PLANNING CASE NO: 18-120 CDP 14203 -G PUBLIC WORKS STEVEN C. KETTLER DATE PLANNING RECORD FROM ROS 18416 ELEVATION: 73612 DATUM:NAVD88 REVIEWER SENIOR ENGINEER DATE ini°DmnTnD RHFFT 13A AF d3 NEW SHEET co N 0 mm U m Cj A 0 14 z� N 1a' b LL rz a N w z N W x �w Z op Oa JNv )N id �m i� Op VQ u� C6 n ,o um u� em nZ io 'ca t 71 { � ' 1 7 � r: a `4.,, ✓ I 7 .ea all j T i 6 INFlLI7LI7ION if w i 1 2 7 .. I t 2 I ' PLAN N 1 • • • IN FOR IMPROVEMENT NIR Pl1BL1C RIGHT OF WAY, SEE "PROWMENT PLAN ONG NO. 14203 -1 UL HW A3 �G ZN r 2 B \ FOR IMPROVEMENT T MINN PUBLIC RIGHT DE WAY, SEE IMPROVEMENT 5 MAN DING NO 14203 -1 (SEE SWEr m If \ �;i,t B aL I LEGEND m PROPOSED IMPROVEMENTS PROECT BOUNDARY .................. ............................... DOSING RIGHT —OF —WAY ......... ............................... AIW_ PROPOSED LIMIT of WORK (Awls OF GRACM)........ .... — __I-- Ir_l -- DRAINAGE FLOW ............. _.......... _........ ........... sraeIL¢ED caysmucTroN ENTRAN ......................... ' TEMPORARY SILL FEN .............. ............................... R7IPoRARY Fl ... ............................... ,Q�� PRO7GS.. (( j) Y GRAVEL BAGS ............................... BONDED FOR MATRIX WTH SEED wX (SEE SHEET 0 CONCRETE WASTE S70RAGE (CW) SOLID WASTE STORAGE (SN) CW Sw SANITARY STORA WASTE S70RADE (SS MATERIAL STORAGE (MS) HAZARDOUS WASTE (SSW) SS MS HW CONSTRUCTION NOTES 0 INSTALL MET PROTECTION (SEE DETAIL F2 SNEET 19 OF 19) O INSTALL FIRER ROLL (SEE DETAIL E5 SHEET 19 OF 19) O3 INSTALL CONSIRUCTION STABILIZATION ENTRANCE/EVT (SEE DETAIL E1 SHEET 19 OF 19) CONTRACTOR TO DETERWNE EXACT LOCATION. © INSTALL SILT FENCE (SEE DETAIL E4 SHEET 19 OF 19) O5 INSTALL MOLITY CHECK DAM (SEE DETAIL E3 SHEET 19 OF 19) © INSTALL BONDED FIBER MATRIX WIN SEED wX (SEE SHEET 17) 0 INSTALL GRAVEL BAGS (SEE DETAIL EJ SHEET 19 OF 19) © INSTALL GRAVEL BAGS TO HOLD FIBER ROLL IM EROSION CONTROL MEASURES MAY REQUIRE FIELD MODIFlCA NON AT DISCRETION OF IN5PEL7OR AND 050 DESL.TM BARN NOTE B/OFlL IRA 77ON BASINS SHALL BE EXCAVATED AND USED AS OESILRMG BASINS DURING CONSTRUCTION. THE SILT SHALL BE COMPLE7ELY REMOVED AND THE WOFXTRARON BASINS COMPLETED ONCE FINAL SITE STABILIZATION IS ACHIEVED, PRIOR TO OCCUPANCY AND/OR FINAL UNDER CA CGP, SEE PROJECTS SKPPP UPLOADED 70 THE CA SMARTS SYSTEM AS NELL AS LOCATED ONSITE IN THE CONSTRUC17ON MAILER • NMI • Do OSP LRP RµDFESS1 KET LEWECK No. c463sa�' ,t` E N G I N G 16- 3D -20Z0 303 A STREET, SAN GIEGO, CA CIVIL ��' t: 619 269 -3444 1 t 619 26 LF'CN.1% www.Kettlerleweck.com CHANGE NO. DESCRIPTION APPROVED DATE ZN r 2 B \ FOR IMPROVEMENT T MINN PUBLIC RIGHT DE WAY, SEE IMPROVEMENT 5 MAN DING NO 14203 -1 (SEE SWEr m If \ �;i,t B aL I LEGEND m PROPOSED IMPROVEMENTS PROECT BOUNDARY .................. ............................... DOSING RIGHT —OF —WAY ......... ............................... AIW_ PROPOSED LIMIT of WORK (Awls OF GRACM)........ .... — __I-- Ir_l -- DRAINAGE FLOW ............. _.......... _........ ........... sraeIL¢ED caysmucTroN ENTRAN ......................... ' TEMPORARY SILL FEN .............. ............................... R7IPoRARY Fl ... ............................... ,Q�� PRO7GS.. (( j) Y GRAVEL BAGS ............................... BONDED FOR MATRIX WTH SEED wX (SEE SHEET 0 CONCRETE WASTE S70RAGE (CW) SOLID WASTE STORAGE (SN) CW Sw SANITARY STORA WASTE S70RADE (SS MATERIAL STORAGE (MS) HAZARDOUS WASTE (SSW) SS MS HW CONSTRUCTION NOTES 0 INSTALL MET PROTECTION (SEE DETAIL F2 SNEET 19 OF 19) O INSTALL FIRER ROLL (SEE DETAIL E5 SHEET 19 OF 19) O3 INSTALL CONSIRUCTION STABILIZATION ENTRANCE/EVT (SEE DETAIL E1 SHEET 19 OF 19) CONTRACTOR TO DETERWNE EXACT LOCATION. © INSTALL SILT FENCE (SEE DETAIL E4 SHEET 19 OF 19) O5 INSTALL MOLITY CHECK DAM (SEE DETAIL E3 SHEET 19 OF 19) © INSTALL BONDED FIBER MATRIX WIN SEED wX (SEE SHEET 17) 0 INSTALL GRAVEL BAGS (SEE DETAIL EJ SHEET 19 OF 19) © INSTALL GRAVEL BAGS TO HOLD FIBER ROLL IM EROSION CONTROL MEASURES MAY REQUIRE FIELD MODIFlCA NON AT DISCRETION OF IN5PEL7OR AND 050 DESL.TM BARN NOTE B/OFlL IRA 77ON BASINS SHALL BE EXCAVATED AND USED AS OESILRMG BASINS DURING CONSTRUCTION. THE SILT SHALL BE COMPLE7ELY REMOVED AND THE WOFXTRARON BASINS COMPLETED ONCE FINAL SITE STABILIZATION IS ACHIEVED, PRIOR TO OCCUPANCY AND/OR FINAL UNDER CA CGP, SEE PROJECTS SKPPP UPLOADED 70 THE CA SMARTS SYSTEM AS NELL AS LOCATED ONSITE IN THE CONSTRUC17ON MAILER • NMI • Do OSP LRP RµDFESS1 KET LEWECK No. c463sa�' ,t` E N G I N G 16- 3D -20Z0 303 A STREET, SAN GIEGO, CA CIVIL ��' t: 619 269 -3444 1 t 619 26 LF'CN.1% www.Kettlerleweck.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNEDBY: DRAWNBV: CHECKED BV: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. 1 REVISED SHEET NUMBERS SR ]-2] -20 DESCRIPTION: 7IRON PIPE IlRASS DIM STAMPED EJCAI LST322 LOCATION: EAS TSIDEOFNBHWY101 .OFCHESTERFIELDAND W OF THE NORTH END OF GUARDRAIL INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: 7 �1 —19 /� C-. (,rtv — R.C.E. NO.: C48358 , STEVEN C. KETTLER EXp,; 6.30 -20 RECD �.-, STEV AK DWARD J. MER •Q -'G CITY NGI R DATE { ll DA EROSION CONTROL PLAN FOR 7888 MONTGOMERY OVEN UE CARDIFF SCHOOL DISTRICT 26U -340 -02 PLANNING CASE NO: 16-120 CDP 14203 -G 1 43 PUBLIC WORKS STEVEN C. KETTLER DATE PLANNING RECORD FROM: ROG 18416 ELEVATION: 13Al2 DATUM: NAVDB REVIEWER SHEET 16 F 28 SENIOR ENGINEER DATE KlmmccTMD VOID SHEET, SEE SHEET 251 m� �m M W m O hLL °z o¢ W IY m F .. N Z QO in n c ie ' — W " , INN 7 \ yMi \ IN INN 'a^ It,, `i }•� 1 E jrll1) 5 - E it f '` `" J 4q '^..` ^'`NII t \ ' to wN 4)t" .,� y t I..a bbi ". _" i 1 2 . N, '. It. 7 7 a3a 5 2 Y '' t 4 P� 6 A ;=X4 6 4 i r I e It i' ) 2 2 5 ' 4 7 In it It o Ir �i.1 % f D y . i z I + * l - �3 1 INN `VIEW 1" = 3( I FOR IMPROVEMENT WITHIN PUBLIC RIGHT OF i \ �. IP x \\ / f 1• ! .' z 1 % k t r vs• , SSW MS I'll I NI FHWTI,t (SEE SHEET 26) \ r%) t A\Q)oo 0 y, N. e•- W Is 5:0'•.10 PR04ECT BOUNDARY... .... • . • .................. EXISTING RIGHT-OF-WAY RIGHT -OF -WAY .. ............................... —R/W- PRCVOSEDLBBTOF WORK ( L4107S OF GRATING) ............... -- I- ---IH- DRAINAGE FLOW .. ................... STABILI CONSWC711OIN ENTRANCE. .................. . TEMPORARY SILT FENCE . ............ I .. ...... O —O —O TEMPORARY FIBER FOLL - I........ TEMPORARY INLET PROXCRON.. .... ....... ..... I. .. TEMPORARY GRAW£L BASS ...............•....... O BONDED FIBER MATRRX MTH SEED MIX (SEE SHEET 26) ON STABIUZA77ON FNTRANCE/EXIT D CONCRETE WASTE STORAGE (C114 SC10 WASTE STORAGE (Slh T 19 OFAk -43 CW SW SANITARY SEINER WASTE STORAGE (SSW) .. .,.,. ® MATERIAL S70RAGE (MS) (SEE DETAIL E4 SHEET 19 OF,20 -43 OS HAZARDOUS WASTE (SSW) SSW MS R APPROXRMATE LIMITS OF THE OFFICE OF i = mu m w. w• *a GRANTS AND LOCAL SERWK,'ES (ORALS) BOUNDARY 0 0 INSTALL INLET PI (SEE DETAIL E2 SHEET 19 OF * 43 O INSTALL FIBER (SEE DETAIL E5 SHEET 19 OF-* 43 O INSTALL CONSTRU ON STABIUZA77ON FNTRANCE/EXIT (SEE DETAIL ET T 19 OFAk -43 CONTRACTOR TD TEBMINE EXACT LOCATION. ® INSTALL SILT (SEE DETAIL E4 SHEET 19 OF,20 -43 OS INSTALL VWI CX DAM (SEE DETAIL E3 19 OF.28) 43 17B OF 43 © INSTALL BONDED R MATRIX MTH SEED MIX (SEE SHEET M- DEN) INSTALL GRAVEL BA (SEE DETAIL E3 SHEET 19 OED 43 © INSTALL GRAIR BA TI HOED FIBER WILL O APPROlOYAIE IAI15 WIDE OF GLINTS AND LOGY SERWOES (ocALS) BaxroMRr NOTE EROSION CONTROL MEASURES MAY REQUIRE FIELD MODIFICATION AT ascRETTON Or INSPECTOR AND OSD DESILTNG BASH NDTE BlQFXTRAWIN BASKS SHALL BE EXCAVATED AND USED AS DEM77NG BASINS DURING CONSTRUCTION. THE SILT SHALL BE COMPLETELY REMOVED AND W NOR17RATION BASINS COWPLETED ONCE FINAL SITE STAMUZADON IS ACHIEVED, PRIOR TO OCCUPANCY AND /OR FINAL UNDER CA COP, SEE PROJECTS SINPPP !UPLOADED TO THE CA SMARTS SYSTEM AS WELL AS LOCATED 907E IN THE CONSTRUCTION TRAILER!. • Kom* 9_37CJ87778 • QW.- SVEN GERUCH$ P.E. • W. •EYE MUNER DSP /CSEC • LRP: AL WNSON, SUPERINTENDENT KETMER LEWECK ENGINEERING 303 A STREET, SUITE 302 SAN DIEGO, CA 92101 I: 519 259 - 344411: 619 269.3459 www. sHlerleweek.com CHANGE NO DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY I DRAINNSY : CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. VOIDED SHEET AND REVISED SHEET SR 7-27 -20 INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECD E Dp AP O E EROSION CONTROL PLAN FOR: NUMBERS DESCRIPTION: TIRON PIPE BRASSDISCSTMIPEDOC41LS7322 PUBLIC WORKS DATE: �l4 -V`-' `tom 1888 MONTGOMERY AVENUE LOCATION: EAST SIDE OF NB HWY 101 OF CHESTERFIELD AN 14203 -G W OF STEVEN C. KETTLER DATE STEV AK DWARD3 MMER CARDIFF SCHOOL DISTRICT 0 RECORD NORTH ENDS 18416 GUARDRAIL PLANNING �// R.C.E. NO.: C48358 CITY E GI R 160' 43 RECORD FROM: ROS 1&618 REVIEWER ` 260340 -02 ELEVATION: 13.812 DATUM: NAVD88 SENIOR ENGINEER DATE i.icoc�me ' STEVEN C. KETTLER EXP.: 8 -30 -20 -� �'� DATE DA PLANNING CAGE NO: 18-120 COP SHEET350F 26 VOID SHEET. SEE SHEET 16B Ti N m �+ am U N Om W m o Qz LL N D M a (n w wW y m0 MLL N PLAN VIEW SCALE: 1" = 30 o' is ®o' (SEE SHEET 17B) LEGEND L PROPOSED IMPROVEMENTS PRO,ECT BOUNDARY .................. ............................... EYJS77NO RIGHT —OF— WAY ............................... —R/W- PROPOSED LIMIT OF WORK (LIMNS OF GRADING) ................... -I-- DRAINAGE FLOW ...................... ............................... srae/uzEO c0NS7RUC7ToN ENmwcE TEMPORARY SILT FENCE .............. ............................... O —O —O TEMPORARY FIBER FOLL ............... ............................... TEMPORARY INLET PROTEC77ON ....... ............................... (( TEMPORARY GRAVEL BAGS ............ ............................... 000000c�o \1`�Q' BONDED FIBER MATRIX IMTH SEED MIX (SEE SHEET 32) O CONCRETE WASTE STORAGE (CW) ❑ SOLID WASTE 510RAGE (SW) CW SW SANITARY SEWER WASTE S70RAGE (SSW) MATERIAL STORAGE (MS) HAZARDOUS WASTE (SSW) SSW MS HW CONSTRUCTION NOTES iO INSTALL INLET PROIECIION (.SEE DETAIL E2 SHEET 19 OF 43) O INSTALL FIBER ROLL (SEE DETAIL E5 SHEET 19 OF 43) O3 INSTALL CONSTRUCTION STABILIZARON ENIRANCE; E T (SEE DETAIL E1 SHEET 19 OF 43) CONTRACTOR 70 DETERMINE EXACT LOCARON. ® INSTALL SILT FENCE (SEE DETAIL E4 SHEET 19 OF 43) OS INSTALL VELOCITY CHECK DAM (SEE DETAIL E3 SHEET 19 OF 43) © INSTALL BONDED FIBER MATRIX IWTH SEED MIX (SEE SHEET 178 OF 43) OT INSTALL GRAVEL BAGS (SEE DETAIL E3 SHEET 19 OF 43) ® INSTALL GRAVEL BAGS TO HOLD FIBER ROLL NOTB EROSION CON IROL MEASURES MAY REQUIRE FIELD MODIRCARON AT DISCRE71ON OF INSPECTOR AND QSD DMLTW BASIN NOM BIOF7L7RA7ION BASINS SHALL BE EXCAVATED AND USED AS DESV.RNG BASINS DURING CONSIRUC77ON. THE SILT SHALL BE COMPlE7ELY REMOVED AND THE BIORLTRARON BASINS COMPlE7ED ONCE FINAL SITE STABILIZA77ON IS ACHIEVED, PRIOR 70 OCCUPANCY AND /OR FINAL DER CA COP, SEE PROJECT'S SMPPP UPLOADED TO CA SMARTS SYSTEM AS WELL AS LOCATED ONSITE THE CONSIRUC77ON TRAILER. MWGl — 9- 37CJ87178 QSD — SVEN GIERLICIIS RE 0.SE — ATF BREBIVER, OSPICISEC LRP — JILL WNSON, SUPERINTENDENT KETTLER #LEVVECK ENGINEERING 1620 5TH AVENUE, SUITE 675 SAN DIEGO, CA 92101 f: 619 269 -34441 f: 619 269 -3459 www.kefflerleweek.com CHANGE NO.1 DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS lFF °` `'" °K" ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. T ADDED NEW SHEET SRN 7 -27 -20 DESCRIPTION: 2' IRON PIPE BRASS DISC STAMPED ENC41 LS73Y2 LOCATION: EAST SIDE OF NB HM 101.OF CHESTERFIELD AND W OF THE NORTH END OF GUARDRAIL INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: 06 -29 -2020 �1 /� -C.� R.C.E. NO.: C48358 STEVEN C. KETTLER EXP.: 6 -30-22 RECOMMENDED: APPROVED: Stiwm Nowak. STEVE NOWAK � EDWARD J. WIMMER N EER - - nATF nATF EROSION CONTROL PLAN FOR 1888 MONTGOMERY AVENUE CARDIFF SCHOOL DISTRICT - PHASE1 260 - 340 -02 PLANNINGCASENO: 1R- 120CDP 14203 -G PUBLIC WORKS STEVEN C KETTLER DATE C. PLANNING RECORD FROM ROS 18416 ELEVATION: 73612 DATUM: NAVD88 REVIEWER SENIOR ENGINEER DATE ini°Dm.n° RHFFT IRR AF d3 NEW SHEET M A 0 N U m (7 iv 2� N n� b Z FQ N wm ae �w 00 iO a I; (i FOR IMPROVEMENT WITHIN PUBLIC RIGHT OF WAY, SEE IMPROVEMENT PLAN DWG NO. 14203 -1 i FOR MPROVEMENT NIHM PUBLIC RIGHT OF •f WAY, SEE IMPROMIENT i PLAN DAM• NO. 14203 -1 ,I 1 i I T A4 Q pv PLAN VIEW SCALE: 1" = 30 O' (SEE SHEET 16) .�•'.�'.� '.'•'•...' app 2 '. 2 g 2 @0 .• ,.;:: ::': •:'- @ate �D P . j• •• •• • • •'' 1' : 6 2 / 11 2 I II IN � oc0000 o�000 ',...'_wi. k2i . F PV�N DESCRIPTION APPROVED DATE I BENCHMARK AS -BUILT APPROVALS NUMBERS S7R. 7 -27 -20 INT. DATE DESCRIPTION: 2' IRON PIPE BRASS DISC STAMPEDE FIELD 7322 LOCATION: EAST SIDE OF NS FNW 101 OF CHESTERFIELD PUBLIC WORKS W OF THENORTH END OF GUARDRAIL STEVEN O. KETTLER DATE PLANNING RECORD FROM ROS 18416 ELEVATION: 73.812 DATUM: NAVD86 REVIEWER SENIOR ENGINEER DATE lMgPFrrnP ENGINEERING DATE: 7 - I ti 9 HI M- -• /�) C�/f�y. R.C.E. NO.: C48358 STEM A�1 K EDW / h �e� 2 -c7 • M a��Tv� STEVEN C. KETTLER EXP.: 6.30 -20 DATE DAIF FOR IMPROVEMENT MINN PUBLIC WAY, SEE I YEMEN PLAN D N0. 14203-1 FY\ I E13EN 7 ,m1 PROPOSED IMPROVEMENTS PROJECT BOUNDARY .................. ............................... EXIS77NG RIGHT -OF -WAY ........ ............................... R/W- PROPOSED LIMIT OF WORK (LIMITS OF MOM) ... ..... .... --Ht - 41 - -4i-- DRAINAGE FLOW ... ............................... ........... r STABILIZED CONSTRUCTION ENTRAN ......................... 468 TEMPORARY SILT FEN ....... ................._............. TEMPORARY.............. ............................... lEA1POR PROTECTION ....... ................•.•............ RY GRAVEL BAGS ........... .................. 00000000 BONGED FIBER MATRIX 07H SEED MIX (SEE SHEET 17) D CONCRETE WASTE STORAGE (CW) SOLID WASTE STORAGE (SW) CW/ SW SANITARY SEWER WASTE STORAGE (SSW) ........... . MATERIAL STORAGE (MS ) HER ,I HAZARDOUS WASTE (SSW) CONSTRUCTION NOTES O7 INSTALL INLET PROIEC17ON (SEE DETAIL E2 SHEET 19 OF 19) O2 INSTALL FIBER ROLL (SEE DETAIL E5 SHEET 19 OF 19) Q INSTALL CONSIRUCIMN STABOJZA77ON ENTRANCE/EXIT (SEE DETAIL E SHEET 19 OF 19) CONTRACTOR 70 DE7ERIBNE EXACT LOCATION. O INSTALL SILT FENCE (SEE DETAIL E4 SHEET 19 OF 19) ® INSTALL VELOCITY CHECK DAM (SEE DETAIL EJ S71EET 19 OF 19) 9 6 INSTALL BONGED FITTER MATRIX WIN SEED MIX (SEE BELOW FOR MIX) ) 7 INSTALL GRAVEL BAGS (SEE DETAIL EJ SHEET 19 OF 19) Q INSTALL GRAVEL BAGS 70 HOD FIBER ROLL NOTE EROSION CONTROL MEASURES MAY REWIRE FIELD MODIFICABON AT DISCRETION OF INSPECTOR AND OSD w� DEBILTM SAM MOFILTRA71ON BASINS SHALL BE EXCAVATED AND USED AS DESILRNG BASINS DURING CONSTRUCRON. THE SILT SHALL BE COMPLETELY REMOVED AND THE BIOFX R47KIN BASINS COMPLETED ONCE FINAL 97E STAIAUZATION IS WL 4 (7Oj[ 2 Z Q am SPECIES� LBS /ACRES 20.0 BROMUS CARITANUS 'CUCAMONGA' • FESTUCA MICROSTACHYS B.G • TRIFOIUM MLLDENOMI 4.0 • CAMISSONIOPSIS CHLTRANTHIFOIA FOR NPRO T 0.5 % „ NifMf SEE 35.5 WHEN HYDRAULICALLY APPLIED, USE THE .. 5 • WOOD FABER MULCH 2000 LBS /ACRE J K m 'N0 NO 14a^ F Z �QO 1 Nm C48M ENGI NG 6 ET' 'O 303 A STREET, * * SAN DIEGO, CA CIVIL �L�r C 619 269- 344411: 61926 s:.. www.kettleNeweck.com FOR IMPRO DRAWING NO. )SION CONTROL PLAN FOR NMIN PUBLIC RIGHT . 1888 MONTGOMERY AVENUE WAY, SEE IMPROVEMENT 142 3 CARDIFF SCHOOL DISTRICT PLAN ONO NO. 14203 -I RIGHT OF 1 43 IMPROVEMENT kNNINGCASENO: 18- 12000P VOID N0, 14203 -1 DESCRIPTION APPROVED DATE I BENCHMARK AS -BUILT APPROVALS NUMBERS S7R. 7 -27 -20 INT. DATE DESCRIPTION: 2' IRON PIPE BRASS DISC STAMPEDE FIELD 7322 LOCATION: EAST SIDE OF NS FNW 101 OF CHESTERFIELD PUBLIC WORKS W OF THENORTH END OF GUARDRAIL STEVEN O. KETTLER DATE PLANNING RECORD FROM ROS 18416 ELEVATION: 73.812 DATUM: NAVD86 REVIEWER SENIOR ENGINEER DATE lMgPFrrnP ENGINEERING DATE: 7 - I ti 9 HI M- -• /�) C�/f�y. R.C.E. NO.: C48358 STEM A�1 K EDW / h �e� 2 -c7 • M a��Tv� STEVEN C. KETTLER EXP.: 6.30 -20 DATE DAIF FOR IMPROVEMENT MINN PUBLIC WAY, SEE I YEMEN PLAN D N0. 14203-1 FY\ I E13EN 7 ,m1 PROPOSED IMPROVEMENTS PROJECT BOUNDARY .................. ............................... EXIS77NG RIGHT -OF -WAY ........ ............................... R/W- PROPOSED LIMIT OF WORK (LIMITS OF MOM) ... ..... .... --Ht - 41 - -4i-- DRAINAGE FLOW ... ............................... ........... r STABILIZED CONSTRUCTION ENTRAN ......................... 468 TEMPORARY SILT FEN ....... ................._............. TEMPORARY.............. ............................... lEA1POR PROTECTION ....... ................•.•............ RY GRAVEL BAGS ........... .................. 00000000 BONGED FIBER MATRIX 07H SEED MIX (SEE SHEET 17) D CONCRETE WASTE STORAGE (CW) SOLID WASTE STORAGE (SW) CW/ SW SANITARY SEWER WASTE STORAGE (SSW) ........... . MATERIAL STORAGE (MS ) HER ,I HAZARDOUS WASTE (SSW) CONSTRUCTION NOTES O7 INSTALL INLET PROIEC17ON (SEE DETAIL E2 SHEET 19 OF 19) O2 INSTALL FIBER ROLL (SEE DETAIL E5 SHEET 19 OF 19) Q INSTALL CONSIRUCIMN STABOJZA77ON ENTRANCE/EXIT (SEE DETAIL E SHEET 19 OF 19) CONTRACTOR 70 DE7ERIBNE EXACT LOCATION. O INSTALL SILT FENCE (SEE DETAIL E4 SHEET 19 OF 19) ® INSTALL VELOCITY CHECK DAM (SEE DETAIL EJ S71EET 19 OF 19) 9 6 INSTALL BONGED FITTER MATRIX WIN SEED MIX (SEE BELOW FOR MIX) ) 7 INSTALL GRAVEL BAGS (SEE DETAIL EJ SHEET 19 OF 19) Q INSTALL GRAVEL BAGS 70 HOD FIBER ROLL NOTE EROSION CONTROL MEASURES MAY REWIRE FIELD MODIFICABON AT DISCRETION OF INSPECTOR AND OSD w� DEBILTM SAM MOFILTRA71ON BASINS SHALL BE EXCAVATED AND USED AS DESILRNG BASINS DURING CONSTRUCRON. THE SILT SHALL BE COMPLETELY REMOVED AND THE BIOFX R47KIN BASINS COMPLETED ONCE FINAL 97E STAIAUZATION IS WL ACHIEVED, PRIOR TO OCCUPANCY AND/OR FINAL (7Oj[ 2 Z Q am SPECIES� LBS /ACRES 20.0 BROMUS CARITANUS 'CUCAMONGA' • FESTUCA MICROSTACHYS B.G • TRIFOIUM MLLDENOMI 4.0 • CAMISSONIOPSIS CHLTRANTHIFOIA 1.0 • ACMISPON HEERMANNH 0.5 • ESCHSCHO.ZTA CAUFORNICA 20 35.5 WHEN HYDRAULICALLY APPLIED, USE THE FO DWNC SLURRY COMPONENTS • WOOD FABER MULCH 2000 LBS /ACRE • HYDROPOST PREMIUM COMPOST 1,000 LBS /ACRE • ECOLOGY CONTROLS M- BMIDER 150 lBS/AORE w� C; G W WL (7Oj[ 2 Z Q WQ LL WNa Z t•i Z� Wf Y j yZUy� y W m J K m Wf W y F Z �QO °'STS KE LEWECK Nm C48M ENGI NG 6 ET' 'O 303 A STREET, * * SAN DIEGO, CA CIVIL �L�r C 619 269- 344411: 61926 www.kettleNeweck.com CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. )SION CONTROL PLAN FOR 1888 MONTGOMERY AVENUE 142 3 CARDIFF SCHOOL DISTRICT 260 - 340 -02 1 43 SHEET1 F26 kNNINGCASENO: 18- 12000P VOID SHEET, SEE SH 2617 6 kmqm t e FOR IMPROVEMENT W1771IN PUBLIC RIGHT OF WAY, SEE IMPROAMfNT PLAN DINS NO 14207 -1 C 7 I � , - FOR IMPROVEMENT _....� .__. WITHIN PUBLIC RIGHT OF 1 WAY, SEE IMPROWNE7NT PUN DINS N0. 14203 -1 i INFTUT AWN. an i 7 (ow 1) 7 }01l a � 5 V iL _ ..... I_:`_..._.. .. , PLAN VIEW SCALE: 1" = 30' N Q A 1 _ _ I 7 ✓ v ,. 4 5 9 l�l / OC PUBLIC RIGHT HT 5 AY, SEE /AIPROVEME ' �.,. PLAN DWO N0. wx Al E kkkkk� v PUBLIC RIGHT EE NPROVEM DINS N0. 1z WITHIN PUBLIC RIGHT OF WAY, SEE IMPROVEMENT PLAN DWG NO. 14203 -1 m -. ��•.• FOR IMPROVEMENT WITHIN PUBLIC RIGHT OF WAY, SEE AWR04£MENT PLAN OW3 NO. 14207 -I \ a4 \ `1g3✓ V, t t � t � 8 i a � a 2 t ' � V �J ROVEAIEN7 USUC OF VEMENT NO 14203 -1 LECIEIdD LEI SYMBOL PROPOSED /AWROY£MEN7S PROJECT BOUNDARY ................... ............................... EXISTING LIGHT- OF-WAY ............ ............................... —RIW- PROPOSED LIMIT OF Wane (LIMITS OF GRADING) .................... - DRAINAGE FLOW ...... ............................... ............. STABILIZED CLWS7RUCTIf.W ENTRANCE . ......... ...........La TEMPORARY SILT FEN ........... ............................... TEMPORARY FIBER .. ................. ....... .... TENPORAR T PROTECTION ... ...... ARY CRA VII BAGS .............. .......... 00000000 BONDED FIBER MATRIX WI7H SEED MIX (SEE BELOW FOR MIX) D CONCRETE WASTE STORAGE (CW) SOUR WASTE STORAGE (SW) CW SW SANITARY SEWER WASTE STORAGE (SSW ......... EOF MATERIAL STORAGE (MST ❑ ❑ I HAZARDOUS WASTE (ssx) ERE HW APPROXMMAIE LIMITS OF IHE OFFICE OF Q •• a. +w GRANTS AND LOCAL SERVICES (OGALS) BOUNDARY OONMR)CnON --� O INSTALL INLET PRO7077 (SEE DETAIL E2 SHEET 19 OF 246) 43 \ O INSTALL FIBER ROLL ( DETAIL E5 SINEEf 19 OF 28) 43 O3 INSTALL CQNSiRUCRON ABIIZABON ENIRANCE/EXIT (SEE DETAIL El Mr 0--28} q3 CONTRACTOR TO DE EXACT LOCATION. ® INSTALL SILT FENCE (S'( DETAIL E4 SHEET 19 OF 28) 43 OS INSTALL VELOOn CHE DAM (SEE DETAIL EJ SHEET O"26) q3 SEE SHEET 17B OF 43 8 INSTALL BONGED FBER AIRIX W I SEED MIX (5a9W-FBR AN ) 7 INSTALL GRAVEL BAGS DETAIL E3 SHEET 19 OF 2B) 43 © INSTALL GRAVEL BAGS HOD FIBER ROLL O9 APPFOXHIA7E MINIS OF INE (OGALS) BOUNDARY EROSION CONTROL MEASURES MAY REWRE FIELD MGD1FICAT1OY AT D/SM7fON OF INSPECTOR AND OSD DESLTHG BASH NOTE SIORL7RAIION BASINS SHALL BE EXCAVATED AND USED AS DESIL RNG BASINS DURING CONSIRUC77ON. THE SILT SHALL BE COMPLETELY REMOVID AND 7HE BIOFIL7RABON BASINS COMPLETED ONCE FINAL SITE STABI VATICW IS ACHIEOER PRIOR TO OCCUPANCY ANOIOR FINAL SWPPP NOIis UNOLR CA W SEE PRQECTS SWPPP UPLOADED TO THE CA SMARTS SYSTEM AS WELL AS LOCATED ONSITE IN THE CONSTRUCRLN TRAILER. • NOIDR 9_37CJ87178 • OSD.• SWN OERUCHS P.E, • W., JEFF BRESNER, OSP /OSEC • LRP.• JLL WNSON, SUPERINTENDENT $PEONES • BROMIU rarmis cur4momcA' LBSIACRES 20.0 • FES/UCA MICROSTACHYS 80 t�b.°' -` • CAMISSOVIOPSIS CHEIRANTNFOUA 1.0 • ACMISPON HEERMANNY 0.5 • ESCHSCHIXDA C4UFORNCA 20 .••••'••••,•..'•• WHEN HYDRAULICALLY APPLIED, USE IHE FOLLOWING SLURRY COMPONENTS • WOOD FIBER MULCH 2,000 LSSIAGRE • HYORCWOST PREMIUM COMPOST 1,000 LBSIACRE PUBLIC RIGHT EE NPROVEM DINS N0. 1z WITHIN PUBLIC RIGHT OF WAY, SEE IMPROVEMENT PLAN DWG NO. 14203 -1 m -. ��•.• FOR IMPROVEMENT WITHIN PUBLIC RIGHT OF WAY, SEE AWR04£MENT PLAN OW3 NO. 14207 -I \ a4 \ `1g3✓ V, t t � t � 8 i a � a 2 t ' � V �J ROVEAIEN7 USUC OF VEMENT NO 14203 -1 LECIEIdD LEI SYMBOL PROPOSED /AWROY£MEN7S PROJECT BOUNDARY ................... ............................... EXISTING LIGHT- OF-WAY ............ ............................... —RIW- PROPOSED LIMIT OF Wane (LIMITS OF GRADING) .................... - DRAINAGE FLOW ...... ............................... ............. STABILIZED CLWS7RUCTIf.W ENTRANCE . ......... ...........La TEMPORARY SILT FEN ........... ............................... TEMPORARY FIBER .. ................. ....... .... TENPORAR T PROTECTION ... ...... ARY CRA VII BAGS .............. .......... 00000000 BONDED FIBER MATRIX WI7H SEED MIX (SEE BELOW FOR MIX) D CONCRETE WASTE STORAGE (CW) SOUR WASTE STORAGE (SW) CW SW SANITARY SEWER WASTE STORAGE (SSW ......... EOF MATERIAL STORAGE (MST ❑ ❑ I HAZARDOUS WASTE (ssx) ERE HW APPROXMMAIE LIMITS OF IHE OFFICE OF Q •• a. +w GRANTS AND LOCAL SERVICES (OGALS) BOUNDARY OONMR)CnON --� O INSTALL INLET PRO7077 (SEE DETAIL E2 SHEET 19 OF 246) 43 \ O INSTALL FIBER ROLL ( DETAIL E5 SINEEf 19 OF 28) 43 O3 INSTALL CQNSiRUCRON ABIIZABON ENIRANCE/EXIT (SEE DETAIL El Mr 0--28} q3 CONTRACTOR TO DE EXACT LOCATION. ® INSTALL SILT FENCE (S'( DETAIL E4 SHEET 19 OF 28) 43 OS INSTALL VELOOn CHE DAM (SEE DETAIL EJ SHEET O"26) q3 SEE SHEET 17B OF 43 8 INSTALL BONGED FBER AIRIX W I SEED MIX (5a9W-FBR AN ) 7 INSTALL GRAVEL BAGS DETAIL E3 SHEET 19 OF 2B) 43 © INSTALL GRAVEL BAGS HOD FIBER ROLL O9 APPFOXHIA7E MINIS OF INE (OGALS) BOUNDARY EROSION CONTROL MEASURES MAY REWRE FIELD MGD1FICAT1OY AT D/SM7fON OF INSPECTOR AND OSD DESLTHG BASH NOTE SIORL7RAIION BASINS SHALL BE EXCAVATED AND USED AS DESIL RNG BASINS DURING CONSIRUC77ON. THE SILT SHALL BE COMPLETELY REMOVID AND 7HE BIOFIL7RABON BASINS COMPLETED ONCE FINAL SITE STABI VATICW IS ACHIEOER PRIOR TO OCCUPANCY ANOIOR FINAL SWPPP NOIis UNOLR CA W SEE PRQECTS SWPPP UPLOADED TO THE CA SMARTS SYSTEM AS WELL AS LOCATED ONSITE IN THE CONSTRUCRLN TRAILER. • NOIDR 9_37CJ87178 • OSD.• SWN OERUCHS P.E, • W., JEFF BRESNER, OSP /OSEC • LRP.• JLL WNSON, SUPERINTENDENT / $PEONES • BROMIU rarmis cur4momcA' LBSIACRES 20.0 • FES/UCA MICROSTACHYS 80 • TR*WUAI MLLDENOW 4.0 • CAMISSOVIOPSIS CHEIRANTNFOUA 1.0 • ACMISPON HEERMANNY 0.5 • ESCHSCHIXDA C4UFORNCA 20 35.5 WHEN HYDRAULICALLY APPLIED, USE IHE FOLLOWING SLURRY COMPONENTS • WOOD FIBER MULCH 2,000 LSSIAGRE • HYORCWOST PREMIUM COMPOST 1,000 LBSIACRE • ECOLOGY CONTROLS M -BINOR 150 LBSIACRE / yey�. �r KETTLERLEWECK ca Na C4&158 z ENGINEERING * �' * 303 A STREET, SUITE 302 SAN DIEGO, CA 92101 •� CIVIL�Y �,r C 619 289 -3444 11: 619 269.3459 'FNF'De �,1N'- www.k6Hlerlewock.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS o I Y: DRAWN BY 1 CHECKEDBY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. V IDED HEFT AND REVI ED HEET SRN 7-27-201 DESCRIPTION: 2' IRON PIPE BRASS DISC STAMPED ENC41 LS7322 INT. JDATEI PLANS PREPARED UNDER SUPERVISION OF DATE: Z' /-/9 RECOM A E EROSION CONTROL PLAN FOR: 7888 MONTGOMERY AVENUE NUMBERS PUBLIC WORKS LOCATION: EAST SIDE OF NB HWY 101, OF CHESTERFIELD AND W OF THE NORTH END OF GUARDRAIL R.C.E. NO.: C48358 STEVE NOWAK �k A 7EDWARD J. MINER CITY NGI ER CARDIFF SCHOOL DISTRICT 1 280- 346 -62 _ 17A 43 R STEVEN C. KETER DATE pLANNING RECORD FROM ROS 18116 REVIEWER ELEVATION: 73.672 DATUM: NAVDBB STEVEN C. (ETTLER EXP.: 6 -30-20 •`I'( -1 DATE DATE PLANNING CASE NO: 18 -120 CDP SENIOR ENGINEER DATE INSPECTOR SHEETz''60F i6 VOID SHEET, SEE SHEET 17B ow na w ,a Uro r Ow^ O� w 3: zz Na ZOZ oQ nd �C6 Nw b W w_ N W QO 02 w a FOR IMPROVEMENT WITHIN PUBLIC RIGHT OF WAY, SEE IMPROVEMENT PLAN DWG NO. 14203 -1 I I 5f (SEE SHEET 16B) IV I IV r 1 2 1 4 / �� 1 •'�••' 'fi 6 `•• 8 ••' IV IV I. 2 II @ ,...8 @ 2 6 II 4 ®� � a@ I ®� I IV �® IV IV b 5 b00 2 8 I I z II m 6 o - - - -- - - - - -- 8 6 8 1 •2 •• 9r �.•,.• ,.•,. .••,.••• 8 2 2 2 .2 8 8 fi T T a II 8 6 /�✓ z '.A 2 Y�� - II - 8 4i PARiW- __ __ _ _ _ - - - 2 FOR IMPROVEMENT // FOR IMPROVEMENT INFILTRATION WITHIN PUBLIC OVEM T i / W Y, PUBLIC RIGHT OF / 5 WAY, SEE IMPROVEMENT -C/` WAY, SEE IMPROVEMENT H4.S/N T 4 2 - 7 9/ " PLAN DWG N0. 14203 -I ^ - PUN DIM N0. 14203 -1 4 FOR IMPROVEMENT INTHIN PUBLIC RIGHT OF - -- -- - - -- - - - - -- ` , - — ____ -c` �i WTHIN PUBLIC RIGHT OF ----- —__ ___ _ __________ _____ ___ _ �� WAY, SEE IMPROVEMENT ' WAY, SEE IMPROVEMENT PLAN DWG N0. 14203 1 5 (' S = i� s� PLAN DWG NO. 14203 -1 5 � N PLAN VIEW SCALE: 1" = 30' o' 15 ®o' 1Nt \. BE ❑EM PROPOSED IMPROVEMENTS PRO,ECT BOUNDARY .................. ............................... y, EXISTING RIGHT -OF- WAY ............ ............................... —R/W- ,?,I `. PROPOSED LIMIT OF WORK (LIMNS OF GRADING) .................... - _V­II -_4__-4- - FOR IMPROVEMENT DRAINAGE FLOW ...................... ............................... 0 8 WTHIN PUBLIC RIGHT OF WAY, SEE IMPROVEMENT PLAN DWG NO. 14203 -1 STABILIZED CONSTRUCTION ENTRANCE ............................... wog TEMPORARY SILT FENCE ......... ............................... _... O —O —O 8 \\ TEMPORARY FIBER FOLL ................... I. I. I. I. I. I. I. I. I. I. I. I. I. . T• 4 TEMPORARY INLET PROTECBON ....... ............................... (( \ 7EMPORARY GRAVEL BAGS ............ ............................... 000000c�o \1`�Q' \ BONDED FIBER MATRIX WIH SEED M/X _ w S (cw) WASTE STORAGE (SIV) cW I SW `. • ' ` �'._ FOR IMPROVEMENT SANITARY SEW£R WAS1E STORAGE (SSW) WTHIN PUBLIC RIGHT OF MATERIAL STORAGE (MS) WAY, SEE IMPROVEMENT HAZARDOUS WASTE (SSW) SSW MS HW ` PLAN DWG NO 14203 —I CONSTRUCTION NOTES INSTALL INLET PROTECRON (.SEE DETAIL E2 SHEET 19 OF 43) 4 \ O \ � 2 INSTALL FIBER ROLL (SEE DETAIL E5 SHEET 19 OF 43) 8 / 2 , \V k.-� O3 INSTALL CON57RUCRON STA8ILIZARL4Y EN7RANCE/FXIT 8 (SEE DETAIL E1 SHEET 19 OF 43) 5 CONTRACTOR TO DETERMINE EXACT LOCARON. INSTALL SILT FENCE (SEE DETAIL E4 SHEET 19 OF 43) INSTALL VELOCITY CHECK DAM ^ (SEE DETAIL SHEET S OF 43) / \ © INSTALL BONDED FIBER MATRIX IWTH SEED MIX (SEE BELOW FOR MIX) � O7 INSTALL GRAVEVE L BAGS (SEE DETAIL E3 SHEET 19 OF 43) OB INSTALL GRAVEL BAGS TO HOLD FIBER ROLL NOTE: EROSION CONTROL MEASURES MAY REQUIRE FIELD MODIFICATION AT DISCRERON OF INSPECTOR AND OSO DESLTNO BARN NOTB BIOFIL7RA7?ON BASINS SHALL BE EXCAVATED AND USED AS DERL7ING BASINS DURING CONS7RUC710N. THE SILT SHALL BE COMPLETELY REMOVED AND THE BIORLTRARON BASINS COMPLETED ONCE FINAL SITE STABILIZA71ON IS ACHIEVED, PRIOR TO OCCUPANCY AND /OR FINAL. SEED MD4 • BROMUS CARITANUS 'CUCAMONGA' 20.0 • FESTUCA MICROSTACHYS 8.0 • TRIFOLIUM KILLDENOV11 4.0 • CAMISSONIOPSIS CHDRANTHIFOLIA 1.0 • ACRISPON HEERMANNII 0.5 • ESCHSCHOLLA CALFORNICA 2.0 35.5 IWEN HYDRAUUCALLY APPLIED, USE THE I FOLLOWNG SLURRY COMPONENTS• SRN • WOOD FIBER MULCH 2,000 LBS /ACRE • HYDROPOST PREMIUM COMPOST 1,000 LBS /ACRE • ECOLOGY CONTROLS M— BINDER 150 LBS /ACRE KETTLER LEVVECK ENGINEERING 303 A STREET, SUITE 302 SAN DIEGO, CA 92101 t: 619 269 -3444 1 f: 619 269 -3459 www.keftlerleweek.com CHANGE NO.1 DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS '° "K„ °` `'" °K" ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. I ADDED NEW SHEET SRN 7 -27 -20 DESCRIPTION:2'IRON PIPE BRASS DISC STAMPEDE FIEL AND LOCATION: FTHE THENIDE GUARDRAIL CHESTERFIELD AND ENDG GUARDRAIL INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: 06 -29 -2020 - c, ;7aoti R.C.E. NO.: C48358 STEVEN G KETTLER EXP.: 6-30.22 RECOMMENDED: APPROVED: Stevery Nowak. c..� STEVE NOWAK 1�• Cly.5VJ.WIMMER CI G ER nATF nATF EROSION CONTROL PLAN FOR 1888 MONTGOMERY AVENUE CARDIFF SCHOOL DISTRICT- PHASE1 260- 340 -02 PLANNING CASE NO: 1R -120 CDP 14203 -G PUBLIC WORKS STEVEN C. KETTLER DATE PLANNING RECORD FROM: ROS 18416 RECORD FROM ELEVATION: ]3612 DATUM:NAVD88 REVIEWER SENIOR ENGINEER DATE ini°°mmc RHFFT 17R AF d3 NEW SHEET CID CID N 0 N U m p N Zz ,N LL bZ WQ F N W ' $ N Q m 2 W Z op iO a MMANSONS NO. D-011) GRATED INLET v' ROOTED. a r as mommo SOL (sff LANDSCAPE PLANS) • n (SEE . I ! SEE m 8 HERON I - d 1' SEE ORIFICE PLATE DETAILS THIS SHEET 'iYxYFi ?*EST ySE S•ZF+ESER'aE>398 -- a" - - i�°3 (SEE OUTLET - INVERT) a$'�.:i- 's3'#a -iL G..., . "\ LAM? OF GRAVEL LAYER B. 12m OF CRUSHED 'Iw OF CRUSHED OC L I STORAGE I I a E BOTTOM (CONTRACTOR TO AVOID COMPACTION OF BOTTOM n E. CONNECT 1..1....1 TO SOLID WALUED - E •O�Aa�����' F. 60 PERFORATED PVC PIPE ORAPPED IN FILTER FABRIC WM PLACE - a• r a" BOTTOM OF op GL 'fWASILE LINER (SIDES ONLY SEE SHEETS 23 I a- a. MIRAR a a •• I r DEPTH GREA7ER THAN ADJACENT ar TINGS. INSTALLATION AND ANCHORING PER MANUFACTURES SPECIFICATION AND TO : OBSERVED BY PR04ECT GEOTECHNICAL ENGINEER H. 180 (ANN) LAYER OF n - a SIX (SEE NOTE I BELOW) I WOOD MULCH AROUND CONTAINER NOTES I. EmavEERED sm LAYER SHALL BE ummum RaffiviDEP MORE THAN 5X CLAY CONTENT. THE MIX SHALL CONTAIN 65X SAW), OX COMPOST OR �. HARDWOOD MULCH, AND 15X TOPSOIL. 2 314P OW940 ROCK LAYER 54ALL BE A MINIMUM OF 12'". J. THE EFFECTIVE a 4. CONTRACTOR TO PROVIDE WATER77GHT SEAL aETNEEN CUTEST PIPE AND BASIN -IMPERMEABLE EWER. ELEVATION. �7 - • 2 ti BMP N0. BMP SIZE OPoLLFD HOLE 1 3,875 SF 1.0 2 5,263 SF 2.2" r r. NTS NTS Ez Sg I 5� aFqZ• Iz}'�w BIDGC NFO € �,`� WED z z CIA 5}K PFy, a� �Nry0. g Iy.� $ C1j�xS WO i�� FFE =9B.IO LSJ CiB �a K _ " 3 S'. F�N 3 +4v nb F5 98.0! PAD- 87.7 m BLDG D 1v �' + FUTURE FUTURE BLDG K iv r $ _ -_ 2 (BLDG - - r : \ - - -_ z/// (BLDG FS 97.03 FFE =96.15 � H c �. w = r- 1- Zr �j �j (FFE=96.0 - PAD=(n4) FFE -92.15 ___!?8__ PAD 992.075 PAD= (91.4) �_ pp�= (FFE =95.3 \ \� \� - !����R -(9 -- _ _ 11125 F/\/7// - �:\�.\��\� -- - - - - -- - - - °- -- `50 \�:. F581.�t_ /..( /<.•,.,'i n 4.8'3 �i \ 53 . �� /� Tn r ��� �� , 1. \<<:\ 1 \ K "'"-'-" PAD 1.4) 3.74' 9.2T r ° q 2' 4.52' ' �j vi �, {.x 9.68' NOTE �\ $ NOTE: J� NOIE GNF,>, NO 1 FOR LOCATION29 7B OF 43 FOR TEL SEE ! CR LOCAl10N SEE FOR LO SEE SEE SHEET 9 OF 26 43 22 OF 26 SHEET 22 SECTION A -A SECTION B-S SECTION C -C (NOT A PART) SECTION D-D (NOT A PART) NIS NTS NTS NTS NY \ a 5 '°CS^,I m R IG 54 IS i IRS O1 BLDG B GROUND c lyz ° C�y+ 8' ;e •t a $ 1 FFE =99.15 I ' . EX EL BB.03 y IX EL W.0* z 5�� $ $ `� BLOGJ 3 ________$@ ?__ PAD =984 u�, Si 'T:a /,� VARES j� / \\ / /� / /�! ( f�l '-: VARIES x� / /\j wl°r Ill i � FFE =92.15 ______ __ _{` r PARTIAL `�°D .\ \� \� \�\ \���� \�\ is PAD 91.4 BLDG F ___ // // NFl 3:1 MAX, 3:1 MAIL z F FFE>9515 . \ \� \� _ T}p (Typ wF _ „/ �" in INFILTRATION i P 94.4 <,L ' BASIN \: \ ( ) ) y = �� ' ° N/� /� O 4 �, �� / /� \// $ 4-4 NOTE: 0\�60 PVC SO L 11. 5 3' 1d B.2i' /\ /\ PVC SD 1. LONGITUDINAL SLOPE SHALL w 51 �` 4' 5' FOR LOCATION, SEE SHEET RpOFESS/ qa.� a o ; MOTE: 43 1Q - 21 -BF-28 78 OF 43 t�$ C. /N, -Y FOR LOCATION SEE SHEET 9 OF 26. Q ' KETTLER 'LEWECK Y Div NOTE: �� Q7 FUTURE FILL (NOT A =' H No. C4g355 T' i FOR LOCATION SEE FOR LOCATION SEE "^ E N G N E E R N G Q79yn 2� TEMPORARY SLOPE SHEET 21 9F2S 7B OF 43 Ev. e-W -= SHEET 22 OF 25 * * 303 SAN STREET CA SUITE 2 1 8A 43 3❑ FUTURE WALL - SURCHARGE SECTION E -E SECTION F-F G_G SECTION H -H SECTION J -J �j Vry11F `� 619 269-3444 Y. eek289 -3489 www.keltlerleweck.cgm NITS NTS NTS NIS NIS CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS WN BY CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. ME I NI 1 REVISED SHEET NUMBERS SRN 7 -27 -20 wT. DATE PLANS PREPARED UNDER SUPERVISION OF RECOM OV D .� DETAILS FOR: DESCRIPTION: 2• IRON FIFE BRASS DISC STAMPED ENC41 LS= PUBDC WORKS DATE: 1888 MONTGOMERY AVENU /�Q� LOCATION: FAST SIDE OF NB HWY 101, OF CHESTERFIELD AN O STEVEN C. KETTLER DATE W OF THE NORTH END OF GUARDRAIL PLANNING STEVE K EDWARD J.1 MER CARDIFF SCHOOL DISTRIC - PHASES1 AND /� / R.C.E. NO.: 048358 CITY NGI R REVIEWER ` �^ 280340 -02 RECORD FROM: ROS 18476 ., -G �( 4,y Q 43 ELEVATION: 75.812 DATUM: NAVO88 SENIOR ENGINEER DATE STEVEN C. KETTLER EXP.: 8 -30 -20 __1I '1 INSPECTOR DATE DA PLANNING CASE NO: 18 -120 CDP Fi I'. 1 RFI-FR FJ SECTION 151 IHF E F I I ] J 7 INSTAL. WAFT M1 1 - N a. 1 ^.l ArE a S WJ 04 # �i r A ;N C Fit;[, - v/ t L SHALL Af A ! 1 'L : By 0 I 'Y EIPARIIIEN IF Fr,DI TIRE > Fr l''h :i'T I It 1 U111%16 ,. ,.,. IN S' CL A MANP T'.:AT w l A OW If r O Br REA i r AC C E S S IS E I OR NS-E4 T I ON, r Lr A I n AND il ALL A i 4 > SW 17 t+ Au TJ!d C N W H ENO I CF +:': t : -.F kTNEr NNF I';- r:: "r 5 Y AS k1G I is 1. RE F Pi Lr JIP I CTI N tj L VALVE FES; - K SI V -4C4 LIT ANTI 13CATED IiR TIB bm SPECIAL INSPECBON OF THE BMP FACXITTES BY A LICENSED CH& ENGNEER IN THE STATE O CALIFORNIA IS REQUIRED GUPoNG CONSTRUCTION. PRIOR TO OBTAINING BUILDING OCCUPANCY, AN INSPECBON REPORT SHALL BE SUBMITTED MTN THE FINAL GRADING CERIEFCAT1ON TO THE ENGINEERING DIVISION VERIFYING THE SZE AND DEPTH OF THE EXCAVADO,V, GRAVEL AND ENGINEERED SOIL DEPTH AND MATERIAL, STORM DRAW PIPE, OVERFLOW FUNC77ON OF THE FACAIITES PER THE APPROVED GRADING PLAN. ♦ f - \ l' - 16 MANU' CT 1+ k tAf+.:I FINS 1N -; 1 !< +111 .NEt OF :x' \� tl) I� I•,,. .. R14 }ir.l_'Y y aJm' _,i.. IL, i Ty,, - 44 1/16' NEOPRENE GASKET DETAIL 'A' fi dl 'B rllL T m�, I r' J III I-I' F LI F 1PAR} %, AND ITS CGIXPE!t S 46 OR KI H -RIj, 3" X 318" STAINLESS � 4 I IS J'm !2 J N:h!UU ANC r iI)nrr I u I.,!M STEEL BOLT k NUT L. 5 " No r'i 2221 ,_{ �.a'�.... `1 4 \ I_ t _� T. 9TR BEND A eN F SqAViC .PRESSURE EXCEEDS 1.03 MFO i 150 IS: ,. - - -- 10" X 10" X 0.25" GALVANIZED Y F, STEEL PLATE rE If By THE CISTRICT FNIG71,17ER FOR NOTES REGARDING THE INSTALLATION OF FIRE SERVICES SEE NF 05 SHEET 2 OF 2 - IICM <, 2F. AND ..:'SL61 '. L,N Jd .. . 'rinf ! r' Lh'I'), .. 1 Rf "RFIF TFR1 B '-ii E W -;I P RP EA SEE NOT- 4 . ...... l ! W ^HER MAIN _ -- ......... ..... .,._ ::. .._... 14 CHAIN WrT4 KNO{ I OCK SEC NME 4 ^. - .. TITII f a^ S:: F. 15 1 i}N e._ W'I IN 'X SEE NET 4 W4' -0: OR. WV -0l - TO j CON.LE IS .,8, fA.N1'Alnr IOC!m: (4'y _ .... .... ................... _ 4 S M PJ "' ; x FL' E ITH A R 93 Dmn : WIDE 15 F ' ?C' 4WD' ... - 4t F .F F �'. 4:J r, >.,PF.R tI R..rL eS. tT 44`E, AA; �.;�',,,. _, ei- ;ICE. C S Mc P 1 DJ I rB lE l I _.9 to P' L 90 N: ...... 14 .. 4 _ _ .... 9 L BLF S OCR i., , -.hoEL :UCI LF A44 NCI' R, ,,..,t Put'llE 11 , - t E)T N'; 3HAI ._ OF 10NDUCT,.15 AS CALLED SOR 14 .'..0 i ! !Ell? OF r SPECIFICATIONS PI JP Ai CEPIA F c T',, SRI - i ") „PS TO ST_E' MAINS SN_ He IN i,c,R;:AN' H SE,T -Cm IV-6 MATER AGENCIES STANDARDS 100mm (4 AND LARGER .00N:,.CT DaM,raEAFeeovaD c FIRE SERVICE INSTALLATION _ n ;yc NLUnDe WF-OC - r r. NTS NTS Ez Sg I 5� aFqZ• Iz}'�w BIDGC NFO € �,`� WED z z CIA 5}K PFy, a� �Nry0. g Iy.� $ C1j�xS WO i�� FFE =9B.IO LSJ CiB �a K _ " 3 S'. F�N 3 +4v nb F5 98.0! PAD- 87.7 m BLDG D 1v �' + FUTURE FUTURE BLDG K iv r $ _ -_ 2 (BLDG - - r : \ - - -_ z/// (BLDG FS 97.03 FFE =96.15 � H c �. w = r- 1- Zr �j �j (FFE=96.0 - PAD=(n4) FFE -92.15 ___!?8__ PAD 992.075 PAD= (91.4) �_ pp�= (FFE =95.3 \ \� \� - !����R -(9 -- _ _ 11125 F/\/7// - �:\�.\��\� -- - - - - -- - - - °- -- `50 \�:. F581.�t_ /..( /<.•,.,'i n 4.8'3 �i \ 53 . �� /� Tn r ��� �� , 1. \<<:\ 1 \ K "'"-'-" PAD 1.4) 3.74' 9.2T r ° q 2' 4.52' ' �j vi �, {.x 9.68' NOTE �\ $ NOTE: J� NOIE GNF,>, NO 1 FOR LOCATION29 7B OF 43 FOR TEL SEE ! CR LOCAl10N SEE FOR LO SEE SEE SHEET 9 OF 26 43 22 OF 26 SHEET 22 SECTION A -A SECTION B-S SECTION C -C (NOT A PART) SECTION D-D (NOT A PART) NIS NTS NTS NTS NY \ a 5 '°CS^,I m R IG 54 IS i IRS O1 BLDG B GROUND c lyz ° C�y+ 8' ;e •t a $ 1 FFE =99.15 I ' . EX EL BB.03 y IX EL W.0* z 5�� $ $ `� BLOGJ 3 ________$@ ?__ PAD =984 u�, Si 'T:a /,� VARES j� / \\ / /� / /�! ( f�l '-: VARIES x� / /\j wl°r Ill i � FFE =92.15 ______ __ _{` r PARTIAL `�°D .\ \� \� \�\ \���� \�\ is PAD 91.4 BLDG F ___ // // NFl 3:1 MAX, 3:1 MAIL z F FFE>9515 . \ \� \� _ T}p (Typ wF _ „/ �" in INFILTRATION i P 94.4 <,L ' BASIN \: \ ( ) ) y = �� ' ° N/� /� O 4 �, �� / /� \// $ 4-4 NOTE: 0\�60 PVC SO L 11. 5 3' 1d B.2i' /\ /\ PVC SD 1. LONGITUDINAL SLOPE SHALL w 51 �` 4' 5' FOR LOCATION, SEE SHEET RpOFESS/ qa.� a o ; MOTE: 43 1Q - 21 -BF-28 78 OF 43 t�$ C. /N, -Y FOR LOCATION SEE SHEET 9 OF 26. Q ' KETTLER 'LEWECK Y Div NOTE: �� Q7 FUTURE FILL (NOT A =' H No. C4g355 T' i FOR LOCATION SEE FOR LOCATION SEE "^ E N G N E E R N G Q79yn 2� TEMPORARY SLOPE SHEET 21 9F2S 7B OF 43 Ev. e-W -= SHEET 22 OF 25 * * 303 SAN STREET CA SUITE 2 1 8A 43 3❑ FUTURE WALL - SURCHARGE SECTION E -E SECTION F-F G_G SECTION H -H SECTION J -J �j Vry11F `� 619 269-3444 Y. eek289 -3489 www.keltlerleweck.cgm NITS NTS NTS NIS NIS CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS WN BY CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. ME I NI 1 REVISED SHEET NUMBERS SRN 7 -27 -20 wT. DATE PLANS PREPARED UNDER SUPERVISION OF RECOM OV D .� DETAILS FOR: DESCRIPTION: 2• IRON FIFE BRASS DISC STAMPED ENC41 LS= PUBDC WORKS DATE: 1888 MONTGOMERY AVENU /�Q� LOCATION: FAST SIDE OF NB HWY 101, OF CHESTERFIELD AN O STEVEN C. KETTLER DATE W OF THE NORTH END OF GUARDRAIL PLANNING STEVE K EDWARD J.1 MER CARDIFF SCHOOL DISTRIC - PHASES1 AND /� / R.C.E. NO.: 048358 CITY NGI R REVIEWER ` �^ 280340 -02 RECORD FROM: ROS 18476 ., -G �( 4,y Q 43 ELEVATION: 75.812 DATUM: NAVO88 SENIOR ENGINEER DATE STEVEN C. KETTLER EXP.: 8 -30 -20 __1I '1 INSPECTOR DATE DA PLANNING CASE NO: 18 -120 CDP Fi I'. 1 RFI-FR FJ SECTION 151 IHF E F I I ] J 7 INSTAL. WAFT M1 1 - N a. 1 ^.l ArE a S WJ 04 # �i r A ;N C Fit;[, - v/ t L SHALL Af A ! 1 'L : By 0 I 'Y EIPARIIIEN IF Fr,DI TIRE > Fr l''h :i'T I It 1 U111%16 ,. ,.,. IN S' CL A MANP T'.:AT w l A OW If r O Br REA i r AC C E S S IS E I OR NS-E4 T I ON, r Lr A I n AND il ALL A i 4 > SW 17 t+ Au TJ!d C N W H ENO I CF +:': t : -.F kTNEr NNF I';- r:: "r 5 Y AS k1G I is 1. RE F Pi Lr JIP I CTI N tj L VALVE FES; - K SI V -4C4 LIT ANTI 13CATED IiR TIB bm SPECIAL INSPECBON OF THE BMP FACXITTES BY A LICENSED CH& ENGNEER IN THE STATE O CALIFORNIA IS REQUIRED GUPoNG CONSTRUCTION. PRIOR TO OBTAINING BUILDING OCCUPANCY, AN INSPECBON REPORT SHALL BE SUBMITTED MTN THE FINAL GRADING CERIEFCAT1ON TO THE ENGINEERING DIVISION VERIFYING THE SZE AND DEPTH OF THE EXCAVADO,V, GRAVEL AND ENGINEERED SOIL DEPTH AND MATERIAL, STORM DRAW PIPE, OVERFLOW FUNC77ON OF THE FACAIITES PER THE APPROVED GRADING PLAN. MANU' CT 1+ k tAf+.:I FINS 1N -; 1 !< +111 .NEt OF :x' ^4A F+ A= +, r S AN ARn) - 44 1/16' NEOPRENE GASKET 61 lNSrAI I- ILL 517iivjDES SB ILIT 7NE C l AN [ BE IWEf 5- BOT TOki I-I' F LI F 1PAR} %, AND ITS CGIXPE!t S 46 OR KI H -RIj, 3" X 318" STAINLESS IS J'm !2 J N:h!UU ANC r iI)nrr I u I.,!M STEEL BOLT k NUT A 'r INSTAL _ AN A4 ;L- E^ES FE LLGUriNG VALVE, 1`! 1, 1 u OF ?: F> -:' 9TR BEND A eN F SqAViC .PRESSURE EXCEEDS 1.03 MFO i 150 IS: ,. - - -- 10" X 10" X 0.25" GALVANIZED WHEN RE MM aDE " TH E K 1 .W MNNUFAf TLN R, CF AS .4 0 1R :: STEEL PLATE By THE CISTRICT FNIG71,17ER SF INSTALL PIPE N< F LA D A F P EN h E) N T..jS AREA IrE, Trl' 4 ?:OUI 'M ry ]HE AA ER SIC N Y SI NOARD DRIFlDE: 9 4 iA r M1 ,.[. h nFF F' EJ N N N i.'; R A AS .L.lIi;ED BMP NO 1= 1.8" -1 T* FIRL FIR DLPA RTVIENT. Ch JLT _TCT t 4 ' -- BMP N0. 2 = 2.2" fB .n LND R'EY N L_ St. PAINTED „NIL 7 L 1 :ED AS a L L+ P BY T E P IRE DF 1RIXL.:' W EIR.S".1 �IIGN --0 t E)T N'; 3HAI ._ OF 10NDUCT,.15 AS CALLED SOR 14 .'..0 i ! !Ell? OF r SPECIFICATIONS PI JP Ai CEPIA F c T',, SRI - „PS TO ST_E' MAINS SN_ He IN i,c,R;:AN' H SE,T -Cm IV-6 - •4 . ,4 • . - .00N:,.CT a . .. •4 \IA fli 6 BF EliCti=0 .F,1M lilr 4 fRl -:- Ai TIRI L-' IS. - 5 1 TRICT R7SPJNSI,311_ITlY M T ECCE 0 PA E,^. Y LINF. _ R,, OF WA1', ` OR EA _V NT - ,...[CLUmI r24 I h;NINU!d 4Lc,kA;JCE Rke.L 5F lAAltdiA NOD ALL AROL!NL ":2D ORIFICE PLATE SECTION F WH'F.N "N, L',.Eri WITH US. 0Y A WA!.. CR ANY ETFPR rMSTRG;:LONS NOT TO SCALE 8 'o:INSTAL.. A ;,.;SIN. ENCASE IN :O4CRt E W fN THE LISTA.N ' LET WEEP! Rf+ On SD -,: OF E SLM:.r : r) "N.. ki9.:F ❑T kP.A EXCEEDS EOoHn: ORIFICE PLATE: `- N' ;. N:. .,:.M:..,.I I:7N.; Ti ANT KIN) will .r.. ERM:. .EL' IN Ii. is ARF =., MIN. SWARE CMENSONS 1' I4SPEF I N AFC ,F_`; F4 ;OR C :AK;3F1 -TeS IN EXCESS tF oOonr ^+ GREATER THAN PIPE DIAL .tR - HOT DIP GALVANIZED PLATE 24 'O BE Af 'c EO 0' TDICT E'^.t__R AFTER HOLES HAVE BEEN ° ,_G uA6NF -L IS REJU'.,ED DRILLED as INFLOW PIPE • •1 ORIFICE: r BOLT HOLE BMP NO. 1 = 1.8" I BMP NO. 2 = 2.2" \ i • FOR DETAILS REGARDING THE INSTALLATION OF QE PLATE DETAIL _ FIRE SERVICES SEE WF -05, SHEET i OF 2 _N., N P':_?.r, 'd NOT 70 SCALE 100mm (4 ") AND LARGER MATER AGENCIES' STANDARDS FIRE SERVICE INSTALLATION CouiTTEE APPROVAL wllrAlr - NOTES a.itilm N:ARER WF -05 2 E r r. NTS NTS Ez Sg I 5� aFqZ• Iz}'�w BIDGC NFO € �,`� WED z z CIA 5}K PFy, a� �Nry0. g Iy.� $ C1j�xS WO i�� FFE =9B.IO LSJ CiB �a K _ " 3 S'. F�N 3 +4v nb F5 98.0! PAD- 87.7 m BLDG D 1v �' + FUTURE FUTURE BLDG K iv r $ _ -_ 2 (BLDG - - r : \ - - -_ z/// (BLDG FS 97.03 FFE =96.15 � H c �. w = r- 1- Zr �j �j (FFE=96.0 - PAD=(n4) FFE -92.15 ___!?8__ PAD 992.075 PAD= (91.4) �_ pp�= (FFE =95.3 \ \� \� - !����R -(9 -- _ _ 11125 F/\/7// - �:\�.\��\� -- - - - - -- - - - °- -- `50 \�:. F581.�t_ /..( /<.•,.,'i n 4.8'3 �i \ 53 . �� /� Tn r ��� �� , 1. \<<:\ 1 \ K "'"-'-" PAD 1.4) 3.74' 9.2T r ° q 2' 4.52' ' �j vi �, {.x 9.68' NOTE �\ $ NOTE: J� NOIE GNF,>, NO 1 FOR LOCATION29 7B OF 43 FOR TEL SEE ! CR LOCAl10N SEE FOR LO SEE SEE SHEET 9 OF 26 43 22 OF 26 SHEET 22 SECTION A -A SECTION B-S SECTION C -C (NOT A PART) SECTION D-D (NOT A PART) NIS NTS NTS NTS NY \ a 5 '°CS^,I m R IG 54 IS i IRS O1 BLDG B GROUND c lyz ° C�y+ 8' ;e •t a $ 1 FFE =99.15 I ' . EX EL BB.03 y IX EL W.0* z 5�� $ $ `� BLOGJ 3 ________$@ ?__ PAD =984 u�, Si 'T:a /,� VARES j� / \\ / /� / /�! ( f�l '-: VARIES x� / /\j wl°r Ill i � FFE =92.15 ______ __ _{` r PARTIAL `�°D .\ \� \� \�\ \���� \�\ is PAD 91.4 BLDG F ___ // // NFl 3:1 MAX, 3:1 MAIL z F FFE>9515 . \ \� \� _ T}p (Typ wF _ „/ �" in INFILTRATION i P 94.4 <,L ' BASIN \: \ ( ) ) y = �� ' ° N/� /� O 4 �, �� / /� \// $ 4-4 NOTE: 0\�60 PVC SO L 11. 5 3' 1d B.2i' /\ /\ PVC SD 1. LONGITUDINAL SLOPE SHALL w 51 �` 4' 5' FOR LOCATION, SEE SHEET RpOFESS/ qa.� a o ; MOTE: 43 1Q - 21 -BF-28 78 OF 43 t�$ C. /N, -Y FOR LOCATION SEE SHEET 9 OF 26. Q ' KETTLER 'LEWECK Y Div NOTE: �� Q7 FUTURE FILL (NOT A =' H No. C4g355 T' i FOR LOCATION SEE FOR LOCATION SEE "^ E N G N E E R N G Q79yn 2� TEMPORARY SLOPE SHEET 21 9F2S 7B OF 43 Ev. e-W -= SHEET 22 OF 25 * * 303 SAN STREET CA SUITE 2 1 8A 43 3❑ FUTURE WALL - SURCHARGE SECTION E -E SECTION F-F G_G SECTION H -H SECTION J -J �j Vry11F `� 619 269-3444 Y. eek289 -3489 www.keltlerleweck.cgm NITS NTS NTS NIS NIS CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS WN BY CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. ME I NI 1 REVISED SHEET NUMBERS SRN 7 -27 -20 wT. DATE PLANS PREPARED UNDER SUPERVISION OF RECOM OV D .� DETAILS FOR: DESCRIPTION: 2• IRON FIFE BRASS DISC STAMPED ENC41 LS= PUBDC WORKS DATE: 1888 MONTGOMERY AVENU /�Q� LOCATION: FAST SIDE OF NB HWY 101, OF CHESTERFIELD AN O STEVEN C. KETTLER DATE W OF THE NORTH END OF GUARDRAIL PLANNING STEVE K EDWARD J.1 MER CARDIFF SCHOOL DISTRIC - PHASES1 AND /� / R.C.E. NO.: 048358 CITY NGI R REVIEWER ` �^ 280340 -02 RECORD FROM: ROS 18476 ., -G �( 4,y Q 43 ELEVATION: 75.812 DATUM: NAVO88 SENIOR ENGINEER DATE STEVEN C. KETTLER EXP.: 8 -30 -20 __1I '1 INSPECTOR DATE DA PLANNING CASE NO: 18 -120 CDP PARKWAY 112 lbs. 2424 STEEL GRATES PARKWAY TRAFFIC ,. 2114" 48 Ras. 103 lbs. 2424 STEEL COVER PARKWAY TRAFFIC 81 lbs. 114 8s. NOTES: 1. GRATES AND COVERSAWVLAME PANOED SLACK OR GALVANUED 2. •'ADAM GRATES MAILABLE IN PARKWAY 8 TRAFFIC . 3. "HEEL PROOF” GRATES MAILABLE IN PkRRWAY ONLY 4. ATOP SECTION WITN FRAME MUST BE USED IF BOLT DOWN REWIRED TOP • 24241 6 ' 6" 270 I I III NONE 2424 Tit 12" 495 (4i 6" x 11" 2424 T1S IS" 745 (4)9 "x1T 2424 T24 24" 870 (4)14" x 14" 36" 1906 (4) EXTENSION SECTION HT 1 l65 KNOCK -OUTS 2 L72 12" 49S (4) it" 2 4 L18 i8" 745 (4) 9" x 12" 2424 L24 24" 870 (4) 14" x 14" 2424 B30 30" 1595 (4)1B" x 16" 2424 836 36" 1906 (4) 2424 TOP SECTION (WITH GALVANIZED FRAME) I 2424 LOWER SECTION (NO FRAME NOTE: USE IZ, IN'. 24' LOWERS TO INCREASE DEPTH UP TO AMAXIMUM OF TO ' y 24 ,< SEE CHART (p x^ aa•• • \ „e•'� 2424 BOTTOM SECTION (WITH OR WITHOUT FRAME) 34 x' f SEE CHART C ,l. 24' X 24' BROOKS BOX DETAIL NOT TO SCALE I NOTE: ALL DRAINAGE STRUCTURES TO HAVE hVTERLOGKLNG COWRS I BROOKS BOX (PVT.) DETAIL3 I O NIS 1. SET POSTS AND EXCAVATE A I STAPLE RRE FENCING I I CM) THE POSTS. TRENCH ALONG THE UME OF POSTS 10' MAX ..... ■E Euuou it ;.............. n ::.... ..... ■ ■■ III AA II• II '.n'L�IT ' -= irllln II — I A TV? FABRIC THE MIKE 4. BACKFILL AND COMPACT WE FENCE v EXTEND I I THE TRENCH. EXCAVA I SOIL / 1 f allc IB]r 11=1 I =IV PREFABRICATED SLT FENCE MAYBE 11Kii USED IN LIEU OF IN PLACE e • • nasal TRAVELED WAY 3' -6' COARSE AGGREGATE STABILIZED CONSTRUCTION ENTRANCE El NIS BACK OF 3"ALA' A GRAWl FILED SANDBAGS CATCH BASIN ARE STACKED RRRY r ....." . .BACK OF CURB PLAN VIEW MINDING HEIGHT CURB INLET SIDEWALK CA BA 1. PLACE CURB TYPE SEDIMENT BARRIERS ON GENRY / • ?o SLOPING SEGMENTS WHERE WATER CAN POND AND ALLOW SEDIMEVT I SEPARATE FROM RUNOFF. Da %G OF EITHER BURLAP L. WOVEN GEOTIDaXE FILLED WITH GRAVEL, LAYERED AND PACKED TIGHTLY 4 INSPECT BARRIERS AND OVERFLOW i I SEDIMENT AFTER &CH STORM EVENT SEDIMENT I GRAVEL MUST BE MOVED I 'I TRAVELED WAY IMME14-FlY �Y I I I I 4' 101 Y 470 —C -2000 CONCRETE OR 3, 6' TI600:NE'D EDGE 2500 PSI AR —BLOWN MORTAR BOTH SIDES WITH 112'k 1/Y— 17 GA STUCCO NETTING CONCRETE SWALE /SPILLWAY DETAIL (PM NIS r Y Z Y BASIN X Y Z D 1 14.8' 4.8' 5' 1.61' (SOUTH) 2 1Z2' 1.Y 15• 0.35 (NORTH) CHANGE NO. DESCRIPTION APPROVED I DATE I BENCHMARK 1 ADDED DETAILS AND REVISED SHEET SR 7 -27 -20 NUMBERS DESCRIPTION: 2' IRON PIPE BRASS DISC STAMPED ENC41 LS7322 LOCATION: EAST SIDE OF NB HWY 101, OF CHESTERFIELD AND WOFTHENOW EN0 OF GUARDRAIL RECORD FROM: ROS 18416 ELEVATION: 73,612 DATUM: NAVD88 AS -BUILT APPROVALS STEVEN C. KETTLER DATE SENIOR ENGINEER DATE OPENING AT INLET "—EMBED FIRST ROW EMBED FIRST ROW OF GRAVEL BAGS OF GRAVEL BAGS HALF DEPTH HALF DEPTH BAG EMBEDDING DETAIL GRAVEL BAG DETAILS NOT TO SCALE 1 y 2 BAGS HIGH \ o00o O LOW PORT GRAVEL GRAVEL 3 � HIGH HIGH BAGGING ON BAGGING ON TYPICAL L INLET DETAIL PARKING LOT BIORE7EN7ION SWALE GRAVEL ONTO CURBGS OVERLAP 1 CAP BETWEEN BAGS ACTS AS SPlUIK4Y 3 FT (G8 M) MW. THREE LAYERS OF GRAWL BAGS NTH ENDS OVMAPPED 6' Y DIA. HOLE FOR 3/4 X 30' LG. STEEL ANCHOR - 2 PER BUMPER PLAN r-w 2 f112' 66"" MIN. REINF. MIN. X 5. 11' • • a I WA r SECTION C-C N`IS FUTURE BLDG G FFE =93.50 NOTE: FOR LOCATION SEE SHEET 22 OF 26 s �T r�II 3�,I FUTURE BLDG K ��II g� xff �g PAD = (91.4) usg FUTURE w Z �' BLDG H FS 91.7t L FFE =92.15 FS 93.4* PAD-(91.4) l$l 8 °$ a .\ 6' r 4`�{,/ 6' Y DIA. HOLE FOR 3/4 X 30' LG. STEEL ANCHOR - 2 PER BUMPER PLAN r-w 2 f112' 66"" MIN. REINF. MIN. X 5. 11' • • a I WA r SECTION C-C N`IS FUTURE BLDG G FFE =93.50 NOTE: FOR LOCATION SEE SHEET 22 OF 26 DATE: 7 -1 -I / R.C.E. NO.: 048358 ^/ STEVEN C. KETTLER EXP.: 6J080 CITY N PLANNING CASE NO: ,�. A �� KETTLERLEWECK N0' ENGINEERING �' 6- 303 A STREET, SUITE 302 * * SAN DIEGO, CA 92101 i CIVII �}r C 619 269 -3444 1 f: 619 269 -3459 4jF qc �1{a" www.kettlerlewetk.Cam - DEVELOPMENT SERVICES DEPARTMENT I DRAWING NO. 1888 MONTGOMERY AVENU CARDIFF SCHOOL DISTRIC - PHASES 1 AND 2 280 -340 -02 • , , , , , , , w e�y a "1 (OIy7 m 5� aLL Np NQ wg t_ N � w ^' �m wZ QO of nn r�II 3�,I FUTURE BLDG K ��II PAD = (91.4) 2 FL p w Z �' FS 91.50 FS 91.7t L l$l a 6' 5' 4`�{,/ 9.58' FOR LOCATION SEE SHEET BA OF 26 SECTION D —D TUTS DATE: 7 -1 -I / R.C.E. NO.: 048358 ^/ STEVEN C. KETTLER EXP.: 6J080 CITY N PLANNING CASE NO: ,�. A �� KETTLERLEWECK N0' ENGINEERING �' 6- 303 A STREET, SUITE 302 * * SAN DIEGO, CA 92101 i CIVII �}r C 619 269 -3444 1 f: 619 269 -3459 4jF qc �1{a" www.kettlerlewetk.Cam - DEVELOPMENT SERVICES DEPARTMENT I DRAWING NO. 1888 MONTGOMERY AVENU CARDIFF SCHOOL DISTRIC - PHASES 1 AND 2 280 -340 -02 • , , , , , , , w e�y a "1 (OIy7 m 5� aLL Np NQ wg t_ N � w ^' �m wZ QO of nn ME ENT Il l _- •♦ MEN MEN MEN MEN MEN MEN MEN MEN MEN MEN MEN NEW MEN MEN MEN MEN MEN MEN MEN! MEN KEY MAP LEGEND 0� SHEET NO. 3- - __j \\� �\ / \ \ I i i SHEET LIMITS ■ ■ / '4 ,EX,RhT' \\ \ \\ O \\ I Imms m mi a - API'jI- BBb3400i \ \ \ \ CAPN 280.271.06 NEI mon MEN MEN MEN NEW MEN MEN MEN MEN MEN WEI N 250-271-06 21 24 27 � o L, ❑ I i -. -® , APN 280. 271 -07 I PARTIAL Il INFILTRATION BASIN PER APN 260 - 271 -08 JI PHASE 1 7 \ I i � \1 \ � ` 260271'16 I i t I L 11 l / kP 260271 -11 1 i I i I I� / AV � ') � \• I I _____ C ♦\ a I �kl C APN 260. 274-02 I' A r III Al � • _,_ �MEN � �MEN L \ ) \ I I "`111 \`� \ A 608 ■ i H n A \�vv rd MEN MEN I MEN MEN / NEW won man, Ims NJ d II I0 ( C, I � \ f B l `\ PARTIAL I W'� -�� F INFILTRATION BASIN PER PHASE 1 EX RIN mom pm m m mom mom mom m mom mom mom mom l� MEN MEN MEN MEN MEN MEN MEN MEN MEN MEN MEN MEN MEN MEN �Eli i II 711 N FLM MEW iiiiia SCALE: 1" = 50' 0' 25' 50' 100' SHEET INDEX (PHASE 2) CRY DBA O KEY MAP, LEGEND, AND SHEET INDEX ....... ............................... 20 (C1.0 DSA INC 2 SET) NEW SHEET WET UTILITY PLAN ........................ ............................... 21 (C4.0 DSA INC 2 SET) NEW SHEET WET UTILITY PLAN ........................ ............................... 22 (C5.0 DSA INC 2 SET) NEW SHEET WET UTILITY PLAN ........................ ............................... 23 (06.0 DSA INC 2 SET) NEWSHEET PRECISE GRADING PLAN .................. ............................... 24 (C7.0 DSA INC 2 SET) NEWSHEET PRECISE GRADING PLAN .................................................. 25 (C8.0 DSA INC 2 SET) NEWSHEET PRECISE GRADING PUN .............................. 26 (09.0 DSA INC 2 SET) NEW SHEET HORIZONTAL CONTROL PLAN ............................................... 27 (C10.0 DSA INC 2 SE T) NEWSHEET HORIZONTAL CONTROL PUN ............................................... 28 (C11.0 DSA INC 2 SET) NEWSHEET HORIZONTAL CONTROL PUN ......................... 29 (C12.0 DSA INC 2 SET) NEWSHEET DETAILS ... .............................................. . 30 (C13.0 DSA INC 2 SET) NEW SHEET LEGB'D(PRCPOBED) IMPROVEMENT STANDARD/NOTES SYMBOL - -- PROPERTY BOUNDARY .. ... PHASE 2 UMIT OF WORK - PROP. DAYUGHT UNE RIGHT OF WAY UNE ........................ DRAINAGE FLOW TOP OF GRATE ELEVATION TG 180.25 FLOW UNE ELEVATION .............................................. FL 180.00 FINISH SURFACE ELEVATION ......... ............................... FS 180.00 FINISH FLOOR ELEVATION ......... ............................... FEE 180.00 PROP. STORM DRAIN BROOKS BOX ( PVT .............................. ❑® PROP. STORM DRAIN PIPE (PVT) .............SDRSD D- .60........... - - - - PROP. a PVC SEWER LATERAL (PVT...... WAS SS-01 .............. - _L4) .....:l PROP. B PVC SEWER CLEANOUT (PVT) WAS SC -01 (TYPE B) - -S __O� PROP. 10 AND 20 PVC ...................WAS WS-01, WS-02 ..... WATER SERVICE (PVT PROP. 6• PVC FIRE SERVICE (PVT) ...... WAS W-05 . PROP. ROOF DRAIN SURFACE (PV) ................... PROP. ROOF DRAIN UNDERGROUND (PVT) ... __RD__ PROP. ROOF DRAIN PIPE (PVT - --RD- PROP. CONCRETE SIDEWALK (PVT) ........SDRSD G-07 . . . . . . D PROP RETAINING WALL (SEE LANDSCAPE AND . STRUCTURAL PLANS) PROP CONCRETE SEAT WALL (SEE . . . . . . . . . ... LANDSCAPE PLANS) PROP CONCRETE EXTERIOR FOOTING (SEE STRUCTURAL PLANS) PROP HARDSCAPE (SEE LANDSCAPE PLANS) . . . . . . . . . . RAMP W/ HANDRAILS (SEE LANDSCAPE PLANS) THE GRADINGS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THE PLANS, THE CURRENT CITY OF ENCINITAS ENGINEERING DEPARTMENT STANDARD SPECIFICATIONS THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS, AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. GRADING SHALL CONSIST OF CONSTRUCTION OF ALL CUTS AND FILLS SHOWN ON THESE PLANS AND OUTLINED IN THE EARTHWORK SPECIFICATIONS. ALL GRADING DETAILS SHALL BE IN ACCORDANCE WITH THE CITY OF ENCINITAS GRADING ORDINANCE STANDARD SPECF)CATK)r16 1. STANDARD SPECIFICATIONS FOR PUBUC WORKS CONSTRUCTION (GREENBOOK), 2018 EDITION 2. CAUFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, 2016 EDITION 3. STATE OF CAUFORNIA, DEPARTMENT OF TRANSPORTATION, U.S. CUSTOMARY STANDARD SPECIFICATIONS, 2018 EDITION. 4. SAN DIEGUITO WATER DISTRICT STANDARD SPECIFICATIONS 1. CITY OF SAN DIEGO STANDARD DRAWINGS FOR PUBUC WORKS CONSTRUCTION, 2018 EDITION. 2. STATE OF CAUFORNIA, DEPARTMENT OF TRANSPORTATION, U.S. CUSTOMARY STANDARD PLANS, 2018 EDITION. 3. WATER AGENCIES STANDARD DRAWINGS. LEGEND EXISTING ) SYMBOL EXISTING CABLE TELEVISION UNE ................................... -CTI EXISTING TELEPHONE T EXISTING EDGE OF PAVEMENT EXISTING CONTOURS ......................... EXISTING GRADE GRADE ELEVATION ......... ............................... 0 pS00J EXISTING CURB & GUTTER .......... ............................... EXISTING CURB ...................... ............................... EXISTING SIDEWALK ................. ............................... 0 EXISTING PEDESTRIAN RAMP ......... ............................... EXISTING STORM DRAIN PIPE ........ ............................... _- - - - - -- EXISTING STORM DRAIN CLEANOUT ................................. EXISTING STORM DRAIN CURB INLET . ............................... EXISTING STORM DRAIN CATCH BASIN ................ _ -- EXISTING STORM DRAIN HEADWALL ................. EXISTING WATER ............................... -- EXISTING FIRE HYDRANT EXISTING GATE VALVE. EXISTING SEWER .............................. -5 - -- EXISTING SEWER MANHOLE ..................... EXISTING SEWER LATERAL EXISTING GAS ...... - _ _ - EXISTING PARKING STALL ..................... EXISTING ELECTRIC.... - EXISTING PARKING LIGHTING }� EXISTING STREET LIGHTS EXISTING RETAINING WALL ...................... i�AEI, EXISTING TREES .... EXISTING SLOPES . . . . Y __Y EXISTING TOP OF CURB ELEVATION .................. 3 5 EXISTING CHAIN UNK FENCE ... EXISTING BROW DITCH .. => => ONSIIE TWATE' VMM NOTES 1. THE DEPTH OF THE GAS AND ELECTRIC FACILITIES SHOWN HEREON IS ASSUMED TO HAVE A 3' MINIMUM COVER OVER THE PIPES 2.THE DEPTH OF THE DOMESTIC WATER FACILITIES SHOWN HEREON ARE ASSUMED TO HAVE A TYPICAL DEPTH OF 3.5' TO THE TOP OF PIPE WITH A MINIMUM COVER OF 3' IN SOME AREAS. 3.THE DEPTH OF THE FIRE SERVICE FACILITIES SHOWN HEREON ARE ASSUMED TO HAVE A TYPICAL DEPTH OF 4.5' TO TOP OF PIPE PATH A MINIMUM COVER OF 3' IN SOME AREAS. 4.THE MINIMUM SEPARATION BETWEEN PIPES SHOWN HEREON IS 61. THE CONTRACTOR SHALL PROVIDE SAND CUSHIONING AT THESE LOCATIONS &THERE ARE SOME EXISTING UTILITIES IDENTIFIED AS 'UNKNOWN•. THE CONTRACTOR SHALL POTHOLE TO CONFORM THEIR LOCATION AND PROVIDE THIS INFORMATION TO THE PROJECT ARCHITECT AND ENGINEER -OF -WORK PRIOR TO COMMENCING WORK 6.THE UTILITY CROSSING INFORMATION SHOWN HEREON IS A GUIDE FOR THE CONTRACTOR. THE CONTRACTOR MAY HAVE TO MAKE ADDITIONAL ADJUSTMENTS. THESE ADJUSTMENTS, IF ANY, SHOULD BE PROVIDED TO THE PROJECT ARCHITECT AND ENGINEER -OF- WORK. TTHE DOMESTIC WATER VALVES SHOWN HEREON SHOULD BE AS FOLLOWS: • Y DUCTILE IRON FLANGED TEES /CROSSES • Y FLANGE BY FLANGE RESILIENT SEAT GATE VALVES • Y VAN STONE SLIP FLANGE WTH PVC REDUCERS (SOLVENT WELD CONNECT O NS) AS REQUIRED. 0 �G'`�z KETTLER -*LEWECK PROP RUBBERIZED SAFETY SURFACE. .. O (SEE LANDSCAPE PLANS) ENGINEERING PROP ENGINEERED WOOD FIBER ................. . (SEE LANDSCAPE PLANS) AN DIEGO, SAN DIEGO CA 92107 PROP SYNTHETIC TURF .. t: fi79 269.3444 1 f: 619 269.3459 www.kettlerleweck.com (SEE LANDSCAPE PLANS) PROP WASHED PLAY SANG 1 ..... SRN (SEE LANDSCAPE PLANS) 4p O p�°°°°° PROP STABIUZED DECOMPOSED GRANITE .............. PAVING (SEE LANDSCAPE PLANS) a PROP ASPHALT PAVING...... ...... . O (SEE LANDSCAPE PLANS) 14203 -G PROP COBBLE .................... ............................... (SEE LANDSCAPE PLANS) ... PROP BARK MULCH ..... ..... (SEE LANDSCAPE PLANS) PROP CAST IN PLACE ' .... CONCRETE PAVING, TYPE 1 •,> ,.. • r; °' (SEE LANDSCAPE PLANS) PROP CAST IN PLACE ....... ............................... ........... . CONCRETE PAVING, TYPE 2 (SEE LANDSCAPE PLANS) RECORD FROM ROS 18416 ELEVATION: 73.612 DATUM:NAVD88 PLANTER AREA PA THE GRADINGS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THE PLANS, THE CURRENT CITY OF ENCINITAS ENGINEERING DEPARTMENT STANDARD SPECIFICATIONS THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS, AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. GRADING SHALL CONSIST OF CONSTRUCTION OF ALL CUTS AND FILLS SHOWN ON THESE PLANS AND OUTLINED IN THE EARTHWORK SPECIFICATIONS. ALL GRADING DETAILS SHALL BE IN ACCORDANCE WITH THE CITY OF ENCINITAS GRADING ORDINANCE STANDARD SPECF)CATK)r16 1. STANDARD SPECIFICATIONS FOR PUBUC WORKS CONSTRUCTION (GREENBOOK), 2018 EDITION 2. CAUFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, 2016 EDITION 3. STATE OF CAUFORNIA, DEPARTMENT OF TRANSPORTATION, U.S. CUSTOMARY STANDARD SPECIFICATIONS, 2018 EDITION. 4. SAN DIEGUITO WATER DISTRICT STANDARD SPECIFICATIONS 1. CITY OF SAN DIEGO STANDARD DRAWINGS FOR PUBUC WORKS CONSTRUCTION, 2018 EDITION. 2. STATE OF CAUFORNIA, DEPARTMENT OF TRANSPORTATION, U.S. CUSTOMARY STANDARD PLANS, 2018 EDITION. 3. WATER AGENCIES STANDARD DRAWINGS. LEGEND EXISTING ) SYMBOL EXISTING CABLE TELEVISION UNE ................................... -CTI EXISTING TELEPHONE T EXISTING EDGE OF PAVEMENT EXISTING CONTOURS ......................... EXISTING GRADE GRADE ELEVATION ......... ............................... 0 pS00J EXISTING CURB & GUTTER .......... ............................... EXISTING CURB ...................... ............................... EXISTING SIDEWALK ................. ............................... 0 EXISTING PEDESTRIAN RAMP ......... ............................... EXISTING STORM DRAIN PIPE ........ ............................... _- - - - - -- EXISTING STORM DRAIN CLEANOUT ................................. EXISTING STORM DRAIN CURB INLET . ............................... EXISTING STORM DRAIN CATCH BASIN ................ _ -- EXISTING STORM DRAIN HEADWALL ................. EXISTING WATER ............................... -- EXISTING FIRE HYDRANT EXISTING GATE VALVE. EXISTING SEWER .............................. -5 - -- EXISTING SEWER MANHOLE ..................... EXISTING SEWER LATERAL EXISTING GAS ...... - _ _ - EXISTING PARKING STALL ..................... EXISTING ELECTRIC.... - EXISTING PARKING LIGHTING }� EXISTING STREET LIGHTS EXISTING RETAINING WALL ...................... i�AEI, EXISTING TREES .... EXISTING SLOPES . . . . Y __Y EXISTING TOP OF CURB ELEVATION .................. 3 5 EXISTING CHAIN UNK FENCE ... EXISTING BROW DITCH .. => => ONSIIE TWATE' VMM NOTES 1. THE DEPTH OF THE GAS AND ELECTRIC FACILITIES SHOWN HEREON IS ASSUMED TO HAVE A 3' MINIMUM COVER OVER THE PIPES 2.THE DEPTH OF THE DOMESTIC WATER FACILITIES SHOWN HEREON ARE ASSUMED TO HAVE A TYPICAL DEPTH OF 3.5' TO THE TOP OF PIPE WITH A MINIMUM COVER OF 3' IN SOME AREAS. 3.THE DEPTH OF THE FIRE SERVICE FACILITIES SHOWN HEREON ARE ASSUMED TO HAVE A TYPICAL DEPTH OF 4.5' TO TOP OF PIPE PATH A MINIMUM COVER OF 3' IN SOME AREAS. 4.THE MINIMUM SEPARATION BETWEEN PIPES SHOWN HEREON IS 61. THE CONTRACTOR SHALL PROVIDE SAND CUSHIONING AT THESE LOCATIONS &THERE ARE SOME EXISTING UTILITIES IDENTIFIED AS 'UNKNOWN•. THE CONTRACTOR SHALL POTHOLE TO CONFORM THEIR LOCATION AND PROVIDE THIS INFORMATION TO THE PROJECT ARCHITECT AND ENGINEER -OF -WORK PRIOR TO COMMENCING WORK 6.THE UTILITY CROSSING INFORMATION SHOWN HEREON IS A GUIDE FOR THE CONTRACTOR. THE CONTRACTOR MAY HAVE TO MAKE ADDITIONAL ADJUSTMENTS. THESE ADJUSTMENTS, IF ANY, SHOULD BE PROVIDED TO THE PROJECT ARCHITECT AND ENGINEER -OF- WORK. TTHE DOMESTIC WATER VALVES SHOWN HEREON SHOULD BE AS FOLLOWS: • Y DUCTILE IRON FLANGED TEES /CROSSES • Y FLANGE BY FLANGE RESILIENT SEAT GATE VALVES • Y VAN STONE SLIP FLANGE WTH PVC REDUCERS (SOLVENT WELD CONNECT O NS) AS REQUIRED. 0 �G'`�z KETTLER -*LEWECK n DATE p4 Na C4B358 ENGINEERING EN ��_2� a 7620 AVENUE, SUITE 675 `'" "' "K" AN DIEGO, SAN DIEGO CA 92107 qa„ CfVtV �� t: fi79 269.3444 1 f: 619 269.3459 www.kettlerleweck.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS "" "K" °' `'" "' "K" ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. 1 ADDED NEW SHEET SRN 7 -27 -20 DESCRIPTION:TIRON OF NB DISC FCHESTEFIELLS7322 LOCATION: THEN OOFNBHWY707.OFCHESTERFIELDAND WOF THE NORTH END OF GUARDRAIL INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: O6-29 -2020 ,�•• � -L,. ��fiY.•ti R.C.E. NO.: 048356 STEVEN C. KETTLER EXP.: 6 -30.22 RECOMMENDED: APPROVED: Steve Nowak. rOr STEVE NOWAK Iv. EDWARD J. WIMMER CITY ENGINEER 7_27.20 nATF DATE KEY MAP, LEGEND, AND SHEET INDEX FOR 1888 MONTGOMERY AVENUE CARDIFF SCHOOL DISTRICT - PHASE 2 260- $4� -U2 PLANNING CASE NO 16-12n CDP 14203 -G PUBLIC WORKS STEVEN C.KETTLER DATE PLANNING RECORD FROM ROS 18416 ELEVATION: 73.612 DATUM:NAVD88 REVIEWER SENIOR ENGINEER DATE ,u°ocrmc RHFFT 9f1 AF dA NEW SHEET co co N mm Um w� 0 ae m n� m� wm $ N am x �w $ 00 tO a III] KEYED NOTES (UTILITIES) PROPOSED WATER O1 PROPOSED DRINKING FOUNTAIN (SEE PLUMBING PLANS) PROPOSED STORM DRAIN Q1 PROP STORM DRAIN PIPE (SEE STORM DRAIN DATA) (PVT) Q PRA STORM DRAIN GRATED INLET (SEE STORY DRAIN STRUCTURE DATA FOR SIZE) PROP WYE CONNECTION FOR 6' PIC STORM DRAIN (PM, C 89.05 EXISTING DOIW4SPOUT TO REMAIN, PROTECT IN PLACE EXISTING DOWNSPOUT TO BE EXTENDED TO NEW GRADE U EXISTING ROOF BRAIN TO REMAIN, PROTECT IN PLACE Q7 PROP WYE CONNECTION FOR 6' PVC STORM DRAIN (PVI), IE 69.05 © REMOVE 8' END CAP PER PHASE I AND INSTALL 8'X6' REDUCER AND 11.250 BEND (PVT), IE 90.00 Q9 REMOVE 6" END CAP PER PHASE 1 AND INSTALL 90' BEND (PVT), IE 84.55, FS 86.51 10 PROP WYE CONNECTION FOR 6' PVC ROOF DRAIN (PVT), IF 86.86 11 STORM DRAIN END CAP (PVT), IE 940 PER PHASE 1. CONTRACTOR TO REMOVE END CAP AND CONNECT 4 PVC PIPE 12 4' STORM DRAIN PIPE (PVT) PER PHASE 1 1© PROP NOS ATRIUM AREA DRAIN (PV0, IE 8355 SEE DETAIL A OF SHEET 30 OF 43 R PROP WYE CONNECTION FOR 6' PW STORM DRAIN (PM IE 89.05 O SO STRUCTURE DATA (PRIVATE) ID N0. DESCRIPTON FS/TC G/RIM/TW IE (IN) IE (OUT) STI 12 %12 BROOKS BOX GRATED 94.96 94.98 90.00 90.00 ST2 POC OF STORM DRAIN PIPE 95.21 2.12' 86.94 86.94 ST3 POC OF STORM DRAIN PIPE PER INCREMENT 1 85.51 6.00' 84.55 84.55 ST4 1 12 BROOKS BOX GRATED 195.001 95.00 190.00 90.00 DPS POC OF STORM DRAIN PIPE 195.2±1 2.04' IS7.9A I 87.94 STORM DRAIN PIPE DATA (PRIVATE) NO. G RADIUS LENGTH SLOPE REMARKS DP1 6' PVC PIPE SDR -35 - 7.38' 322% 8- PVC PIPE SDR -35 DP2 25.35' - 2.12' 322% " DP3 1 ' - =36 6.00' 253% 4- PVC PIPE SDR -35 DP4 - 10.60' 16.3% 6- PVC PIPE SDR -35 DPS - 2.04' 18.3% ' ROOF DRAIN PIPE DATA (PRIVATE) N0. LENGTH SLOPE REMARKS RD1 ENGINEERING 6' PVC PIPE SDR -35 RD21 9.53' 1620 5TH AVENUE, SUITE 675 RD31 25.35' 1 1 ' RD41 17.48' 1 1 ' NOTE: • CONTRACTOR TO PROVIDE 6 "%5" REDUCER FROM ROOF DRAIN TO SITE DRAIN EXTF BrE CAUTON I EXACT LOCATION AND DEPTH OF EXISTING UTILITIES IS UNKNOWN. CONTRACTOR 70 VERIFY AND PROTECT DURING CONSTRUCTION. CAUTION I EXISTING UNDERGROUND UTILITIES AND FACILITIES SHOWN ON THESE PLANS HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SCHEMATIC IN NATURE ME PLANS MAY NOT REFLECT ALL EXISTING UTILITIES. CONTRACTOR TO CONFIRM LOCATIONS OF ALL EXISTING U71LI77ES PRIOR TO START OF WORK AND NOTIFY ENGINEER OF WORK OF ANY DISCREPANCIES NXIB. 1. EXISTING UTILITIES SHOWN ON THIS SHEET ARE FOR REFERENCE ONLY. 2 FOR E)OS7WG U77LI77ES TO REMAIN, SEE SHEETS 3 AND 4. J. DEPTH OF DRY UTILITY LINES ARE TYPICALLY 2' TO 3' DEEP. EXACT ELEVATIONS ARE UNAVAILABLE FROM RECORD DRAWINGS A POTHOLE REPORT WAS PREPARED FOR SOME UTILITIES ON THE PROXCT. CONMAC70R TO FIELD VERIFY. 4. CONTRACTOR TO COORDINATE MTH UTILITY AGENCIES FOR ALL WORK ASSOCIATED W9TH DRY UTILITIES. 5. REFER TO ELECTRICAL PLANS FOR LOCATION OF EXISTING AND PROPOSED LIGHTS AND ELECTRICAL LINES. 6. FOR ONNIE PRIVATE" UTILITY N07M SEE SHEETS 20 OF 43. 7 SEE ARCHITECTURAL PLANS FOR IMPROVEMENTS OF BUILDINGS UNDEFKViOlAD SERVICE ALERT CALL BEFORE YOU DIG CALL IYN.L FRED 86 OR Hm-29 -= IYIO WORKING DAYS BEFORE YOU DIG CHANGE NO.1 DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS umolOucy, I unwoT, I `N=" K" ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. 1 ADDED NEW SHEET SRN 7 -27 -20 INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: WET UTILITY PLAN FOR DESCRIPTION:2'IRON PIPE BRASS DISC$TAMPEDE FIEL LS7322 PUBLIC WORKS DATE: 06 -29 -2020 1888 MONTGOMERY AVENUE CARDIFF W OF LOCATION: EASTSI O GUARDRAIL 101.0E CHESTERFIELD AND c� SLWARD .WINNE RECORD FROM ENDS GUARDRAIL STEVEN C.KETTLER DATE PLANNING '4- c_�b STEVE NOWAK 'vYCITYEN INFER ER SCHOOL DISTRICT- PHASE2 14203 -G R.C.E. NO.: 048358 RECORD FROM: ROS 18416 CITY ENGINEER REVIEWER 260 - 340.02 ELEVATION: 73,612 DATUM: NAVD88 STEVEN C. KETTLER 7'27'20 SENIOR ENGINEER DATE inicommo EXP.: fi -30.22 nATF nATF PLANNING CASE NO: I8-120 COP RHFFT 9111E d3 NEW SHEET 0 0 co co N 0 N m a, U m A U' it 2� n LL b Z FQ N W jm 2 �W Z op iO a KETTLER #LEWECK D � ENGINEERING a 1620 5TH AVENUE, SUITE 675 SAN DIEGO, CA 92101 t: 619 269-3444 1 f: 619269 -3459 rc 4 www.kettlerleweek.com CHANGE NO.1 DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS umolOucy, I unwoT, I `N=" K" ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. 1 ADDED NEW SHEET SRN 7 -27 -20 INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: WET UTILITY PLAN FOR DESCRIPTION:2'IRON PIPE BRASS DISC$TAMPEDE FIEL LS7322 PUBLIC WORKS DATE: 06 -29 -2020 1888 MONTGOMERY AVENUE CARDIFF W OF LOCATION: EASTSI O GUARDRAIL 101.0E CHESTERFIELD AND c� SLWARD .WINNE RECORD FROM ENDS GUARDRAIL STEVEN C.KETTLER DATE PLANNING '4- c_�b STEVE NOWAK 'vYCITYEN INFER ER SCHOOL DISTRICT- PHASE2 14203 -G R.C.E. NO.: 048358 RECORD FROM: ROS 18416 CITY ENGINEER REVIEWER 260 - 340.02 ELEVATION: 73,612 DATUM: NAVD88 STEVEN C. KETTLER 7'27'20 SENIOR ENGINEER DATE inicommo EXP.: fi -30.22 nATF nATF PLANNING CASE NO: I8-120 COP RHFFT 9111E d3 NEW SHEET 0 0 co co N 0 N m a, U m A U' it 2� n LL b Z FQ N W jm 2 �W Z op iO a 0 0 m N C 119 CHANGE IIIIIIIIII I II JT/ I II I I _ I II I I I � II FOR IMPROVEMENT MTHIN PUBLIC RIGHT OF 1 III WAY, SEE IMPROVEMENT PUN DWG N0. 14203 -1 1 11 I. II it I s II I II I I I 1 111 I Z 3 110 QI� d CO I 1 T I I FYI "UT" Sol sir DESCRIPTION (SEE SHEET 2) 7' 7' Rip ,�'-� & 38 H \ 9 7 2 1 �\ 10 10 2 rl 3 1 `N 2 DPi 2 ao ;\ ` I /i O � \ o t- nJ -mss-= I i A EX �® \ APN 280 0 \V 9 SOUR ER ENN NO 76 -2904 ,p / / L , � ti Jar - WAY, SEE DWG N IMPROVEMENT PLAN DWG N0. 14203 -1 a'96' 8\ VCp SWR PER ENG 76 -290 s- AP 36 `1-01 \ T AVE UN C RKHT -OF -WA UPDEFi VI"D SERVICE ALElTT / CALL BEFORE YOU DIG CALL m � BN0111 �\ APN 260Ja¢ Tai\, \ TWU WVRKINC DA15 BEFORE YOU DIG APPROVED DATE BENCHMARK AS -BUILT APPROVALS SRN 7 -27 -20 DESCRIPTION: 2' IRON PIPE BRASS DISC STAMPED ENC41 LS70YJ LOCATION: EAST SIDE OF NB HM 101, OF CHESTERFIELD AND PUBLIC WORI W OF THE NORTH END OF GUARDRAIL STEVEN C. KETTLER DATE PLANNING RECORD FROM ROS 18416 REVIEWER ELEVATION: 73,612 DATUM: NAVD88 SENIOR ENGINEER DATE inicD�nTnm FOR IMPROVEMENT WITHIN PUBLIC RIGHT OF s.s 15 i \ 9. N '� W LU N ❑ UTILITY CROSSING DATA (PVT) ID NO. FINISH SURFACE WATER 7P FIRE SERVICE (TP) SEWER IE STORM DRAIN IE SIZE POWER UTILITY 7P GAS UNE TP CLEARANCE (FT) 1 91.81 88.31 ST2 85.48 91.40 91.40 87.53 23 2 92.02 88.48 90.50 8593 87.59 ST4 24-X240 BROOKS BOX 20 3 9255 89.25 8805 POC OF STORM DRAIN 89.55 1.0% 1.4 4 9252 - -- 87.10 86.17 ST6 89.92 DRAIN 33 5 91.80 4- PVC PIPE SDR -35 91.02 N431i57 °E 87.46 6 ST7 8880 0.7 6 91.94 6 PVC 15.7% 95.92 87.51 6 88.94 89.13 0.8 7 95.82 92.32 92.07 9207 89.16 fi 87.81 STE 25 8 95.32 fi PROPOSED ORWNG FOUNTAIN SEE PLUMBING PUNS 0 87.30 1 87.30 89.19 6 V END CAP 9234 25 9 92.42 11 24-X24° BROOKS BOX 87.12 91.47 89.38 87.77 1.8 10 9212 67.78 89.28 HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SCHEMARC IN 1.4 11 91.90 NATURE THE PLANS MAY NOT REFLECT ALL EXISTING U77LI71ES 87.80 86.42 CONTRACTOR TO CONFIRM LOCARONS OF ALL EXISTING U77LI71ES PRIOR 70 0.5 12 91.10 TREE PROTECTION NOTE: 87.19 6 8830 0.5 13 9200 1 1 84.63 87.54 6 J. DEPTH OF DRY UTILITY LINES ARE TYPICALLY 2' TO 3' DEEP. EXACT ELEVATIONS 25 14 1 9218 1 88.88 1 1 1 87.64 11 WIN DRY UTIOTIES. < m 0.5 15 1 92.54 1 88.93 1 1 1 1 89.54 8 REFER TO SHEET Li.6 (LANDSCAPE PLANS) FOR PLAYGROUND SUBSURFACE 0.5 NOTE: 0.5' MINIMUM CLEARANCE, CONTRACTOR TO PROVIDE SAND CUSHION. O SO STRUCTURE DATA (PVT) ID DESCRIPIION FS TG IE (IN) IE (OUT) ST! 24°X24° BROOKS BOX 91.10 91.10 87.28 87.28 ST2 24'X24° BROOKS BOX 91.40 91.40 87.53 87.53 ST3 24 -X24° BROOKS BOX 90.50 90.50 87.59 87.59 ST4 24-X240 BROOKS BOX 94.86 94.86 89.25 89.25 STS POC OF STORM DRAIN PIPE 1.0% 8 PVC DP6 91.03 - -- 87.10 87.10 ST6 POC OF STORM DRAIN PIPE 14.59' 6 PVC 4- PVC PIPE SDR -35 91.02 N431i57 °E 87.53 87.53 ST7 POC OF STORM DRAIN PIPE - 6 PVC 15.7% 95.92 89.13 89.13 STE 12 7X12" BROOKS PROPOSED WATER Q PROP 2° PVC WATER SERVICES BOX 92.07 9207 87.81 87.81 STE WYE CONNECTION 8 PVC 91.41 fi PROPOSED ORWNG FOUNTAIN SEE PLUMBING PUNS 0 87.30 1 87.30 ST10 V END CAP 95.15 89.10 89.40 11 24-X24° BROOKS BOX 91.47 91.47 87.77 87.77 STORM DRAIN PIPE DATA (PRIVATE) NO. DELTA RNG RADIUS LENGTH SLOPE REMARKS DPI N41. 40'02 °E - -- 35.82' 0.5% MIN. 8' PVC PIPE SDR -35 DP2 N62. 4424 °E - 25.51' 1.0% 8- PVC PIPE SDR -35 DP3 N30424'42 "W - -- 11.34' 0.5% MIN. fi' PVC PIPE SDR -35 DP4 N1123'51 °E - 11.83' 1.0% 6- PVC PIPE SDR -35 DP5 N431i57 °E - -- 25.74' 1.0% 6- PVC PIPE SDR -35 DP6 N49.5i47 °E - -- 25.09' 1.0% 6- PVC PIPE SDR -35 DP7 N51. 3325 °E - 14.59' 1.03% 4- PVC PIPE SDR -35 DP8 N431i57 °E - 16.50' 1.0% 6- PVC PIPE SDR -35 FIRE SERVICE PIPE DATA (PRIVATE) NO. DELTA RNG RADIUS LENGTH REMARKS FS1 N11. 41'27 °E - -- 54.57' 6' C -900 PVC PIPE CLASS 305 DR -14 FS2 N8B- 29'43 -W - -- 45.92' ° FS3 N7892'WW - -- 25.28' ' FS4 N11.47'02'E - -- 16.76' ' FS5 401.307'E - 12.42' ' WATER SERVICE PIPE DATA (PRIVATE) NO. DELTA RNG RADIUS LENGTH REMARKS WS1 N46135'29'W N11'41'27 "E 16.82' 2° PVC PIPE (SCH 80 WS2 N11.41'27"E SS18 101.76' ° WS3 N8812'58'W ' 5.70' ° WS4 N78'18'33'W 1.0% MI 10.05' 1" PVC PIPE (SCH 80 W55 N78'IB'33'W 90.57' 10.45' 1 2' PVC PIPE SCH 80 SEWER LATERAL PIPE DATA (PRIVATE) NO. DELTA RNG RADIUS LENGTH SLOPE REMARKS SSIA N11'41'27 "E 42.24' 1.0% MI 4' PVC PIPE SDR -35 SS18 N11'41'27 "E 49.01' 1.9% ' SS2 N36'03'58'W 13.23' 1.0% MI ' SS3 N88'29'43'W 00 90.57' 1.0% MI ' SS4 N0190'17'E 29.34' 1.0% MI ' SS5 N11'47'02 'E - -- 6.9' 1.0% MI ' SSE N78'23'13'W - 7.0' 1.0% MI ' SS7 N56'41'27'E - 2.12' 15.7% ° SSE N7818'33'W - 3.95' 15.7% ° ROOF DRAIN PIPE DATA (PRIVATE) N0. I LENGTH I SLOPE 1 REMARKS RD1 1 7.62' 1 1 6- PVC PIPE SDR -35 NOTE: * CONTRACTOR TO PROVIDE 6 0X40 REDUCER FROM ROOF DRAIN TO SITE DRAIN PLAY AREA SUBGRADE 1. CONTRACTOR TO ESTABLISH THE SUBGRADE IN THE PLAY AREA (UNDER TO RUBBERIZED PLAY SURFACES AND UNDER THE ENGINEERED WOOD FIBER (EWF), FOR DEPTH INFORMATION REFER TO LANDSCAPE PLANS Z CONTRACTOR MAY HAVE TO ADJUST SUB -GRADE TO ACCGMWATE PERFORATED DRAIN PIPES TO ENSURE THE SUBGRADE UNDER THE RUBBERIZED SURFACES DRAIN TOWARDS THE 4' PERFORATED STORM DRAIN. J. CONTRACTOR SHALL COORDINATE STORM DRAINS AND PLAY EQUIPMENT FOUNDARONS REFER TO LANDSCAPE PLAN FOR FOUNDATION INFORMATION AND TAKE PRECAUTION WITH STORM DRAIN IN CLOSE PROXIMITY. PLAN VIEW SCALE: 1" = 20' 0' 10' 20' ENGINEERING DIVISION APPROVALS K PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: ��///'�, DATE: 06 -29 -2020 Stilly wNo vak /('C• 7e (l m R.C.E. NO.: 048358 STEVE NOWAK W EDWARD J. WIMMER CITY ENGINEER STEVEN C. KETTLER =YD 8 -Om9 _. -- _7- -27 -20 KEYED NOTES (UTILITIES) SEWER PROPOSED Oj PROP 4' PIC SENER LATERAL (PVT) 4O REMOVE SEWER END CAP AND CONNECT PROP SEWER LATERAL (PVT), IE 8543 O3 PROP WE CONNECTION; IE 8586 O4 PROP WE CONNECTION AND INSTALL SENER QEANWT, E 85.99, FS 9206 O PROP ELBOW CONNECTION AND INSTALL SEWER CLEANWT, E 86.89, FS 91.77 © PROP ELBOW CONNECTION AND INSTALL SEVER OEANOUT, IE 87.46 O PROP POINT OF CONNECTION AT BUILDING H, IE 91.90 4> PROP TEE CONNECTION, E 86.56 < PROP POINT OF CONNECTION FOR FUTURE BUILDING IE 89.98 1 PROP TEE CONNECTION AND INSTALL SEW CLEANWT, E 86.82, FS 94.91 _ tO PROP ELBOW COVNEU M E 8725 O 1 ELBOW CONNECTION PER PHASE 1, (E 8541) 00 ® PROP WE CONNECTION, E 86.04 00 ® PROP POINT OF CONNECTION FOR THE DRINKING FOUNTAIN, IE 86.86 STORM DRAIN PROPOSED Q1 PROP SIDRM DRAIN PIPE (SEE STORM DRAIN DATA) (PVT) Q2 PRO' STORM DRAIN G-RATO BILET (SEE STORM DRAIN STRUCIVRE DATA ART SIZE) (PVT) Q3 REMOVE STORM DRAIN END CAP AND CONNECT PROPOSED STORM DRAIN PIPE ® STORM DRAIN PIPE DIRECTION ANGLE4.7' 5 PROP STOW DRAIN END CAP .SEE STORM DRAIN SMUCiWE DATA FOR SIZE P © REMOVE STORM DRAIN BROOKS BOX AND CONNECT PROPOSED STORM GRAIN PIPE SEE PHASE 1 Q7 EXISTING DOWSPWT TO REMAIN, PROTECT IN PUCE 8 EXISTING ROOF DRAIN TO REMAI N PROTECT IN PLACE Q PROP WE CONNECTION FOR 6' PVC STORM DRAIN (PIT), E 89.25, IS 95.90 PROPOSED FIRE C1 PRO' 6' PIG FIRE SUVICE (PVT) PER WAS DWG N0. NF -05 2Q POINT OF CONNECTION AT BUILDING H (PVT), iP 8765 © PROP WYE OF CONNECTION FOR FUTURE BUILDING (PVT), TP 87.65 DRY UTILITIES (BY OTHERS, SHOWN HEREON FOR REFERENCE ONLY) Q PROP POWER UTILITY CONDUIT (SEE EECIRKAL PLANS) PROPOSED WATER Q PROP 2° PVC WATER SERVICES Q REMOVE WATER END CAP AND CONNECT PROP WATER SERVICE, TP 8850 Q PROP POINT OF CONNECTION AT BUILDING H Q4 PROP POINT OF CONNECTION FOR FUTURE BUILDING, TP 88.65 OS PROP POINT OF CONNECTION FOR DRINKING FOUNTAIN, FS 91.86, TP 8836 fi PROPOSED ORWNG FOUNTAIN SEE PLUMBING PUNS 0 EXTFIEME CAUTION I EXACT LOCATION AND DEPTH OF EXISTING UTILITIES IS UNKNOWN. CONTRACTOR TO VERIFY AND PROTECT WRING CONSTRUC170N. CAUFION I EXISTING UNDERGROUND UTILITIES AND FACILIBES SHOWN ON THESE PUNS HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SCHEMARC IN NATURE THE PLANS MAY NOT REFLECT ALL EXISTING U77LI71ES CONTRACTOR TO CONFIRM LOCARONS OF ALL EXISTING U77LI71ES PRIOR 70 START OF WORK AND NOTIFY ENGINEER OF WORK OF ANY DISCREPANCIES TREE PROTECTION NOTE: SEE LANDSCAPE PLANS FOR 7REE PROTECTION REQUIREMENTS NOTE 1. EXISTING UTILITIES SHOWN ON THIS SHEET ARE FOR REFERENCE ONLY. Z FOR EXISTING UTILITIES TO REMAIN, SEE SHEETS 3 AND 4. J. DEPTH OF DRY UTILITY LINES ARE TYPICALLY 2' TO 3' DEEP. EXACT ELEVATIONS ARE UNAVAILABLE FROM RECORD DRAWINGS A POTHOLE REPORT WAS PREPARED FOR SOME UlIU77ES ON THE PROECT. CONTRACTOR TO FIELD VERIFY. ° 4. CONTRACTOR TO COORDINATE WIN UTILITY AGENCIES FOR ALL WORK AS500AIED m m WIN DRY UTIOTIES. < m 5 REFER TO ELECTRICAL PUNS FOR LOCATION OF EXISTING AND PROPOSED LIGHTS AND ELECTRICAL ONES o w N 6. FOR ON517E PRIVATE' UTILITY N07EZ SEE SHEETS 20 OF 43. 7. SEE ARCHITECTURAL PUNS FOR IMPROVEMENTS OF BUILDINGS z ;o 8 REFER TO SHEET Li.6 (LANDSCAPE PLANS) FOR PLAYGROUND SUBSURFACE i m DRAINAGE DETAILS /SECTIONS. Of w w n I] 3wQ W N A Y w- & wZN a� Nxx" wI-W R(TOFESS /0� z z iO LM a N ye�y C. �Y KETTLER #LEWECK No. 048358 n ENGINEERING 2 E>IP• 8-30 -2022 a 1620 5TH AVENUE, SUITE 875 ¢D' * * SAN DIEGO, CA 92101 t 9 `t}N�W V ' 61 www.k ttlerleweck com 3459 CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. f UTILITY PLAN FOR 1888 MONTGOMERY AVENUE CARDIFF 14203 -G SCHOOL DISTRICT - PHASE 2 260 - 340.02 INNING CASE NO: 18 -120 CDP SHEET 22 OF 4 NEW SHEET �0 `' Ny , r LU Tn v r W? 15 FFEo92 \5 5 2 v w lsy\5. 270F:a 6 w i CHANGE O FOR IMPROVEMENT ' WITHIN PUBLIC RIGHT OF - - WAY, SEE IMPROVEMENT PLAN DWG N0. 14203 -I 15 F D i MOO FOR IMPROVEMENT / WITHIN PUBLIC RIGHT OF WAY, SEE IMPROVEMENT PLAN DWG N0. 14203 -1 1:; 15 FFE,g s i Ilk \ APN 26027403 \ EX R/W O SO STRUCTURE DATA (PVT) ID DESCRIPTION FS / 93< 1 SIT I / 9�J \ 93.17 O FOR IMPROVEMENT ' WITHIN PUBLIC RIGHT OF - - WAY, SEE IMPROVEMENT PLAN DWG N0. 14203 -I 15 F D i MOO FOR IMPROVEMENT / WITHIN PUBLIC RIGHT OF WAY, SEE IMPROVEMENT PLAN DWG N0. 14203 -1 1:; 15 FFE,g s i Ilk \ APN 26027403 \ EX R/W O SO STRUCTURE DATA (PVT) ID DESCRIPTION FS TG IE (IN) IE (OUT) SIT 24'X24' BROOKS BOX CATCH BASIN 9 8,69 9 8,69 93.17 9297 ST2 24' %24' BROOKS BOX 98.90 98.90 94.40 94.40 ST3 24 %24 BROOKS BOX 98.70 98.70 93.50 93.50 ST4 24 X24 BROOKS BOX 98.50 98.50 93.89 93.89 ST5 24 X24 BROOKS BOX 9 8,68 98.68 94.30 94.30 ST6 POC OF STORM DRAIN PIPE - -- 6 PVC 8' PVC PIPE SDR -35 9 &72 N79'41'31 "E 9289 9289 ST7 POC OF STORM DRAIN PIPE DPB 6 PVC 10.38' 9 &72 6' PVC PIPE SDR -35 9288 9288 ST8 12'X12' BROOKS BOX 91.60 91.60 8844 88.04 ST9 POO OF STORM DRAIN PIPE 6 PVC 95.10 2.7 91.15 91.15 ST111 12 X12 BROOKS BO% 94.58 94.50 91.25 91.25 ST11 12 X12 BROOKS BO% 9200 92.00 87.97 87.97 ST12 I 12 X12 BROOKS BOX I 99.10 I 99.10 I 93.05 93.05 ST13 TYPE G-1 CATCH BASIN PER INCREMENT 1 97.75 97.75 91.70 91.70 bC ECT VDA WARY L FOR IMPROVEM T� 1 0 WITHIN PUBLIC RIGHT OF \ WAY, SEE IMPROVEMENT +' PLAN DID NO. 14203 -1 1 � I / 1 i V / \SRI DOCUMENT N0. S RECORDED ON JULY ULY 31, 31, 2UU1 49 FOR IMPROVEMENT / WITHIN PUBLIC RIGHT OF i - WAY, SEE IMPROVEMENT PLAN OMD N0. 14203 -1 / FOR IMPROVEMENT / WITHIN PUBLIC RIGHT OF WAY, SEE IMPROVEMENT PLAN DWG N0. 14203 -1 APN 260-361-13 R/W DJE N KETTLERLEWECK PLAN VIEW EN G I N E E RI NG 1620 5TH AVENUE, SUITE 675 rM M SAN DIEGO, CA 92101 SCALE: 1 = 20 0' 10' 20' 40 619269344411:619269 -3459 www.kettlerleweck.com NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS ADDED NEW SHEET SR 7 -27 -20 DESCRIPTION: 2' IRON PIPE BRASS DISC STAMPED ENGdt LS7822 LOCATION: EAST SIDE OF NB HM 101, OF CHESTERFIELD AND rQD�nT!nml W OF THE NORTH END OF GUARDRAIL STEVEN C. KETTLER DATE RECORD FROM: ROS 18416 ELEVATION: 73612 DATUM: NAVD88 SENIOR ENGINEER DATE / / I I �\ I STORM DRAIN PIPE DATA (PRIVATE) NO. DELTA RNG RADIUS LENGTH SLOPE REMARKS DP1 N68423'38 "E - -- 120.42' 1.0% 6' PVC PIPE SDR -35 DP2 N63'E1'030W - -- 2.72' 1.0% 6' PVC PIPE SDR -35 DP3 N11'47'02 'E - -- 4.80' 127% 6' PVC PIPE SDR -35 DP4 N11'47'02 "E - -- 12.53' &1% 6' PVC PIPE SDR -35 DP5 N11'47'02 'E - -- 41.40' 1.0% 6' PVC PIPE SDR -35 DP6 N34'25'Ww - -- 25.01' 95.37 8' PVC PIPE SDR -35 DP7 N79'41'31 "E - -- 53.64' 0.5% MIN 6' PVC PIPE SDR -35 DPB N11'47'02 "E - -- 10.38' 1.0% 6' PVC PIPE SDR -35 DP9 N4211'53 "E --- 135.24' 1.0% ' WATER SERVICE PIPE DATA (PRIVATE) N0. DELTA RNG RADIUS LENGTH SS1 REMARKS WSI I N7818.33 -W -- 4' PVC PIPE SDR -35 /.2b 1 1- PVC PIPE (SCH 80 6 SEWER LATERAL PIPE DATA (PRIVATE) N0. DELTA RNG RADIUS LENGTH SLOPE REMARKS SS1 N78'12'S8 "W - 252' 99.07 4' PVC PIPE SDR -35 FIRE SERVICE PIPE DATA (PRIVATE) N0. DELTA RNG RADIUS LFNGIH REMARKS FS1 N11'47'02 "E - 11.83' 6' C -900 PVC PIPE CLASS 305 DR -14 ❑ UTILITY CROSSING DATA (PVT) ID NO. FINISH SURFACE WATER (TP) FIRE SER CE SEWER (IE) STORM DRAIN (IE) /(SIZE) I POWER UTIUTY (TP) GAS UNE (TP) CLEARANCE (FT) 1 99.07 95.57 RD3 32.49' 94.95 6 RD4 10.40' 2 99.02 95.52 13.7% ' 94.15 6 20.51' 14.0% 0.7 3 9 8,96 16.6% ' 93.57 94.06 6 10.3% ' RD9 4 9 &97 ' 95.37 17.43' 93.83 ' RIM 0.5 + 5 9 &94 95.44 9387 0.9 6 9 &66 90.05 93.11 2.7 7 9 &65 93.44 t6* 9565 1.6 8 98.55 93.23 93.77 0.5 + 9 9 &87 94.24 95.87 1.0 10 9 &93 9383 95.93 11.5 NOTE- 0.5' MINIMUM CLEARANCE, CONTRACTOR TO PROVIDE SAND CUSHION. rr CONTRACTOR TO FIELD VERIFY THE UNKNOWN DEPTH FOR EXISTING UTILITIES ROOF DRAIN PIPE DATA (PRIVATE) NO. LENGTH SLOPE REMARKS RD1 6.97 20.9% 6- PVC PIPE SDR -35 RD2 35.82' 11.1% ' RD3 32.49' 7.5% ' RD4 10.40' ' RD5 18.43' 13.7% ' R06 20.51' 14.0% ' RD7 19.32' 16.6% ' RD8 18.75' 10.3% ' RD9 18.90' 12.1% ' RD10 17.43' 14.9% ' RIM 17.10' 12.0% ' NOTE: r CONTRACTOR TO PROVIDE 6'X4' REDUCER FROM ROOF DRAIN TO SITE DRAIN PLAY AREA SUBGRADE 1. CONTRACTOR TO ESTABLISH THE SUBGRADE IN THE PLAY AREA (UNDER TO RUBBERIZED PLAY SURFACES AND UNDER THE ENGINEERED WOOD FIBER (ENF), FOR DEPTH INFORMATION REFER TO LANDSCAPE PUNS. 2. CONTRACTOR MAY HAVE 70 ADJUST SUB -GRADE TO ACCOMODATE PERFORATED DRAIN PIPES TO ENSURE THE SUBGRADE UNDER THE RUBBERIZED SURFACES DRAIN TOWARDS THE 4" PERFORATED STORM DRAIN. J. CONTRACTOR SHALL COORDINATE STORM DRAINS AND PLAY EQUIPMENT FOUNDATIONS REFER 70 LANDSCAPE PUN FOR FOUNDATION INFORMATION AND TAKE PRECAUTION WITH STORM DRAIN IN CLOSE PROXIMITY. KEYED NOTES (U UTIES) PROPOSED SEWER < PROP 4- PVC SEWER LATERAL (PVT) 22 INSTALL SEWER CLEAMOUT (PVT), IE 8733 3 PROP TEE CONNECTION AND INSTALL SEWER CIEANOUT, IE 86.82, FS 94.9± ® PROP POINT OF CONNECRO4 AT BUILDING Q IE 91.90 PROPOSED WATER O1 PROP 2" PVC WATER SERVICES 02 REMOVE WATER END CAP AND CONNECT PROP WATER SERVICE, 7P 91.23 O3 PROP POINT OF CONNECTION AT BUILDING G, 7P 90.00 O PROPOSED DRINKING FOUNTAIN (SEE RWIBIMG PLANS) PROPOSED FlRE PROP 6' PVC FlRE SERVICE (PVT) PER WAS DWG NO. WF -05 © REMOVE FIRE SERVICE END CAP AND CONNECT PROP FIRE SERVICE, TP 90.35 Q POINT OF CONNECTION AT BUILDING G (PVT), 7P 89.00 Q REMOVE FlRE SERVICE END CAP AND CONNECT PROP FIRE SERVICE, 7P 90.12 PROPOSED STORM DRAIN Q1 PROP STORM DRAIN PIPE (SEE STORM DRAIN DATA) (PVT) Q2 PROP STORM DRAIN GRATED INLET (SEE STORM DRAIN STRUCTURE DATA FOR SIZE) (PVT) Q3 PROP STORM DRAIN PIPE (SEE SHEET 9 OF PHASE 1) (PVT), 6' PVC AT 1% ® EXISTING STORM DRAIN BROOKS BOX PER PHASE 1 QS PROP 6" PVC ROOF DRAIN (PVT) FOR BUILDING J, IE 89.57 © INSTALL 6' PVC ROOF DRAIN (PVT) TO 24 724- BROOKS BOX, IE 8784 Q7 PROP 6" PVC ROOF DRAIN (PVT) FOR BUILDING B, IE 95.48 Q8 PROP 6' PVC ROOF DRAIN (PVT) FOR BUILDING C, IE 94.90 Q9 PROP 6' PVC ROOF DRAIN (PVT) FOR BUILDING D, IE 94.65 10 PROP 6' PVC ROOF DRAIN (PVT) FOR BUILDING D, IE 93.65 11 PROP WYE CONNECTION FOR BUILDING B ROOF DRAIN (PVT), IE 91.51 12 PROP WYE CONNECTION FOR BUILDING A ROOF DRAIN (PVT), IE 94.06 13 PROP WYE CONNECTION FOR BUILDING D ROOF DRAIN (PVT), IE 92.71 14 PROP WYE CONNECTION FOR BUILDING C ROOF DRAIN (PVT), IE 9238 15 PROP WYE CONNECTION FOR BUILDING D ROOF DRAIN (PVT), IE 92.36 16 PROP WYE CONNECTION FOR BUILDING D ROOF DRAIN (PVT), IE 92.05 Q PROP WYE CONNECTION FOR BUILDING C ROOF DRAIN (PVT), IE 9203 18 PROP WYE CONNECTION FOR BUILDING C ROOF DRAIN (PVT), IE 91.70 19 PROP WYE CONNECTION FOR BUILDING D ROOF DRAIN (PVT), IE 91.60 EXTREME CAUTION I EXACT LOCATION AND DEPTH OF EXISTING UTILITIES IS UNKNOWN. CONTRACTOR TO VERIFY AND PROTECT DURING CONSTRUCTION. CAIRION I EXISTING UNDERGROUND URLIRES AND FACIURES SHOWN ON THESE PUNS HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SCHEMATIC IN NATURE THE PLANS MAY NOT REFLECT ALL EXISTING URLIRES CONTI7ACiOR 70 CONFIRM LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO S7ARi OF WORK AND NOTIFY ENGINEER OF WORK OF ANY DISCREPANCIES JOE PROTECTION SEE LANDSCAPE TREE PROTECTION REQUIREMENTS ice. EXISTING URLIRES SHOWN ON THIS SHLET ARE FOR REFERENCE ONLY. 2 FOR EXISTING UTILITIES TO REMAIN, SEE SHEETS 3 AND 4. J. DEPTH OF DRY UTILITY LINES ARE TYPICALLY 2' TO 3' DEEP. EXACT ELEVATIONS ARE UNAVAILABLE FROM RECORD DRAWINGS. A POTHOLE REPORT WAS PREPARED FOR SOME UTILITIES ON THE PROZCT. CONTRACTOR TO FIELD VERIFY. 4. CONTRACTOR TO COORDINATE WIN UTILITY AGENCIES FOR ALL WORK ASSOCIA70 MTH DRY UTIUTIES. 5. REFER TO ELECTRICAL PUNS FOR LOCATION OF EXISTING AND PROPOSED LIGHTS AND ELECTRICAL LINES 6. FOR ONS17E - PRIVATE' UTILITY NOTES, SEE SHEETS 20 OF 43. 7. SEE ARCH17ECTURAL PLANS FOR IMPROVEMENTS OF BUILDINGS. & REFER 70 SHEET LL6 (LANDSCAPE PLANS) FOR PLAYGROUND SUBSURFACE DRAINAGE DETAILS /SECRONS. UNDERGROUND SERVICE ALERT CALL BEFORE YOU DIG CALL LOLL FTiff BWOR 1HpD2P7 -PWW TWO WORKING DAYS BEFORE YOU DIG NEW SHEET 0 00 OD N 0 m w, U m C: W� o� N xa b LL Di ra N w $ N am x �W oZ ma ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. K PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: WET UTILITY PLAN FOR DATE: 06 -29 -2020 �/j� ".. C. It G114 � R.C.E. NO.: 048358 STEVEN C. KETTLER wD� R -R m> L'' Stpv t N�a, STEVE NOWAK 'V. EDWARD J. WIMMER CITY ENGINEER 7 -27 -20 1888 MONTGOMERY AVENUE CARDIFF SCHOOL DISTRICT - PHASE 2 260- 340.02 14203 -G NEW SHEET 0 00 OD N 0 m w, U m C: W� o� N xa b LL Di ra N w $ N am x �W oZ ma \ I \ I \ I I iJ I I I i Ia! i I 11 I II I II I II I i s I IIJI Ills\ li III I I I I I eJ� II � II mEct XWDA us I I I I�I -Jli F II I Q\ III I II I W III 1 Q I 11 00 I II / F 1 I I II i IY. f III 11 i I' k \ I II k 1 I II I I I I 1 \1 III III EV CHANGE i u Ljlu 1 O 87. - - - - - - - -8 /- � J 0 Y FFE =86.65 1�w I L< FS \'I T \S\ a y lc_ I FS FS PLAN SCALE: VIEW 1" = 20' N O' To ®O' FS FIG DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS D NEW SHEET 1 250' SRN 7 -27 -20 DESCRIPTION: 2' IRON PIPE BRASS DISC STAMPED MCdt L373Y2 LOCATION: EAST SIDE OF NB HWY 101, OF CHESTERFIELD AND W OF THE NORTH END OF GUARDRAIL 85.15 86.65 1 2.50' " AW3A 87.65 85.15 86.65 STEVEN C. KETTLER DATE rQD�nT!nml " AW3B 87.65 8&65 RECORD FROM: ROS 18416 ELEVATION: 73612 DATUM: NAVD88 86.65 92.50 2.501/3.50 ' " AW4 87.65 85.15 SENIOR ENGINEER DATE 92.75 FOR IMPROVEMENT i WITHIN PUBLIC RIGHT OF WAY, SEE IMPROVEMENT PLAN DWG N0. 14203 -1 VA :s r 1 \ J O CIP CONCRETE ASSEMBLY SEATING ELEVATION DATA NO. TW BW FS FIG H SHEET NO. AM 87.65 85.15 86.65 1 250' L1.1A, L1.1B AW2 87.65 85.15 86.65 1 2.50' " AW3A 87.65 85.15 86.65 1 2.50' " AW3B 87.65 8&65 85.15 86.65 92.50 2.501/3.50 ' " AW4 87.65 85.15 86.65 92.75 250' " AW5 88.00 85.50 87.00 93.50 250' ° AW6 94.35 91.85 93.85 93.00 250' ° AW7A 94.35 91.85 93.85 86.35/87.30 250' ° AW7B 94.35 93.35 91.85 93.85 250' " AW8 93.35 91.50 9100 1.85' " AW9 87.65 85.15 86.65 87.65 250' ' AMO 87.65 85.15 86.65 87.20 2.50 " AW11 87.65 85.15 86.65 87.30 2.50' " AW12 194.35/93.35191.85 1 93.85 1 9110 250' " NOTE: TW--TOP OF WALL, BW--BOTTOM OF WALL, FS =FINISH SURFACE, FG =FINISH GROUND, k H= HEIGHT (DIFFERENCE BETWEEN TW AND BW). \ \ rs \ g, 9a FS 92 I \ T\ V ° 924 93 FS 93'I5� 10555 o FS . 4 99 ��.. >. 92 94 \ 933 y 378 II 93 am � a 95W �I b ID ae r- n 1.3 10 4 9330 V ' 951 FS 9490 FS 9502 94.05 IC 9 cy 94.40 " \ F, TC 95 FS 4T9�i� 0� Ta, ti 9AB4 1G B 951 9a 2) w q 5 13 9505 �0 X9 9518 SEE 81-EET 10A OF 43 FOR PAWQdO L� e' 9451 5c TC 9517 IT 95 aID N, 94977 °+y FS 9 67 o A \ FS 95 42 FS mpg9°FiE/ / 9 C s 94. © 95M 9531 A3 'o FS A 50 A FS 900 C 0 139 OCMU STUCCO RETAINING WALL WITH BRICK CAP ELEVATION DATA N0. 1 TW 1 h 1 FS FG H SHEET N0. RWI 197.80 193.53 195.03 1 1 4.27' ILMA, L1.113 RW2 197.80 192.50 195.22L94.00 1 1 5.30' 1 ° RW3 197.80 192.50 195.30/94.00 1 1 5.30 I ° NOTE: TW =TOP OF WALL, TF =TOP OF FOOTING, FS--FINISH SURFACE, FG =RNISH GROUND, H= HEIGHT (DIFFERENCE BETWEEN TW AND TF) INCLUDE BRICK CAP. O CIP CONCRETE RETAINING WALL ELEVATION DATA NO. TW 7F R FG H SHEET NO. NWI 95.55 93.98 95.05 94.98 1.57' L1.1A, LIAB NW2 95.53 193.60 1 95.03 1 94.60 1.93' 1 ° NW3 94.50 193.001 94.00 1 94.00 1.50' 1 ° NOTE: TW =TOP OF WALL, TF =TOP OF FOOTING, FS =FINISH SURFACE, FG =FINISH GROUND, H= HEIGHT (DIFFERENCE BETWEEN TW AND TF). O CMU RETAINING WALL ELEVATION DATA NO. TW TF FFE FS G H SHEET NO. CM 94.81/89.65 85.32 86.65 86.10 9.49'/4.3S S -1-7.1 CW2 9198 85.32 86.65 86.10/90.50 8.66' 1 CW3 93.98 85.32 86.65 92.00 866' 1 CW4 93.98/94.81 8832 86.65 92.50 8.66,/9.49, ° CW5 94.81 8832 86.65 92.75 9.49' ° CW6 94.81 8832 86.65 93.50 9.49' ° CW7 94.81 85.32 86.65 93.00 9.49' ° CW8 89.65 85.32 86.65 86.35/87.30 4.33' ° \R SHEET NOTE TW--TOP OF WALL, TF =TOP OF FOOTING (DIFFERENCE BETWEEN FFE - 1' -4'), FS =FINISH SURFACE, FG =FINISH GROUND, H= HEIGHT (DIFFERENCE BETWEEN TW AND 7). LEGEND PROPOSED IMPROVEMENTS SYMBOL MAJOR CONTOUR ........................... � 90 MINOR CONTOUR ........................... � 89 CONTOUR LABEL ........................... 90 DAYLIGHT (LIMIT OF WDRX) ................. -I I- SLOPES 21 MAX (T)P.) CUT/FILL .......... YyPET DRAINAGE FLOW ........................... FINISH SURFACE ELEVATION ................ FS 90.00 FINISH (MOUND ELEVATION. FIG 91.00 CONCRETE SWALE /SPILLWAY (PVF.) .......... KEYED NOTES (GRADING) SITE GRADING �1 PROP DAYLIGHT LINE 2� PROP PARDAL INFILTRATION BASIN (PVT) PER PHASE 1 3❑ PROP CAST IN PLACE CONCRETE RETAINING WALL FOR DETAIL SEE LANDSCAPE PLANS SHEETS L1.1A, LIJB ® PROP CAST IN PLACE CONCRETE SEATWALL. FOR DETAIL SEE LANDSCAPE PLANS SHEETS L1.1A, L1.IS �5 PROP CMU RETAINING WALL FOR DETAIL SEE S7RUC7URAL PLANS SHEET S -LI.1 © PROP CAST IN PLACE CONCRETE ASSEMBLY SEATING. FOR DETAIL SEE LANDSCAPE PLANS SHEETS L1.IA, 0.19 PROP CMU STUCCO RETAINING WALL WITH BRICK CAP. FOR DETAIL SEE LANDSCAPE PLANS SHEETS L1.1A, LLIB 8❑ NOT USED Q PROP 4' ACCESSIBLE SEATING SPACE. FOR DETAIL SEE SEE LANDSCAPE PLANS SHEETS L1.1A, LIJB 10 PROP COMPANION SEAT WITH INTEGRAL ACCESSIBLE SEAT BEYOND. FOR DETAIL SEE SEE LANDSCAPE PLANS SHEETS L1.1A, L1.1B NOTE& FOR IMPROVEMENT 1. SEE SHEETS 3 AND 4 FOR EXISTING CONDITION INFORMATION. WITHIN PUBLIC RIGHT OF 2. SEE SHEET 35 FOR STORM DRAIN INFORMATTON AND DATA TABLES WAY, SEE IMPROVEMENT 1 EXISTING FINISH SURFACE EIEVA71ONS ARE APPROXIMATE CONTRACTOR PLAN DWI; NO. 14203 -1 VERIFY AND NOTTFY B40MEER OF WORK OF ANY DISCREPANCIES 4. CONTRACTOR TO VERIFY LOCATION OF BUILDING, FOUNDATION OR STRUCTURE. \\ \ IX R/W S. FENCE AND TREE REMOVAL NOTES ARE ADDED FOR REFERENCE \ ONLY. SEE LANDSCAPE PLANS FOR ANY WORK ASSOCIATED WITH \/ EXISRNG/PROPOSEO LANDSCAPING/IRR /GABON AND FENCING. 6. CONTRACTOR TO ENSURE DRAINAGE AWAY FROM IXISBNG BUILDING. 7 CONTOURS SHOWN HEREON ARE FINISH°. CONTRACTOR TO '9 ESTABLISH UNDERCUT AS NECESSARY. 8. CONTRACTOR TO PROVIDE SMOOTH 7RANSI7ION TO EXISTING GRADE. m 9. FINISH SURFACE ELEVATION AT ALL DOORS SHALL BE 1/4° LOWER �\ I THAN FINISH FLOOR ELEVATION FOR ACCESSIBLE DOOR THRESHOLD. CMU RETAINING WALL ELEVATION DATA N0. TW TF FS I FG I H ISHEET NO. 4p \ \ MW 91.50 85.07 86.40 90.65 6.43' S-L1.1 MW2 91.50 89.67 91.00 1.83' ° ENGINEERING DIVISION APPROVALS K PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: DATE: 06-29- 2020 "" Stevm Nowak. /( -If R.C.E. NO.: 048358 STEVE NOWAK EDWARD J. WINNER CITY ENGINEER STEVEN C. KETTLER =YD R -am> _.__ _7-27-20 I \ \02 1 NOTE TW--TOP OF WALL, TF =TOP OF FOOTING, FS =FINISH SURFACE, FG =FINISH GROUND, H= HEIGHT (DIFFERENCE BETWEEN TW AND TF). O CIP CONCRETE SEAT WALL ELEVATION DATA N0. TW BW FS FG H SHEEP N0. SWI 94.85 9235 93.85 2.50 LMA, LMB SW2 94.85 1 92.35 1 93.85 93.80 250' " NOTE: TW--TOP OF WALL (SUM OF FS + 1' MAX.), r� \ BW-BOTTOM OF FOOTING, FS--FINISH SURFACE, FG= FINISH GROUND, H= HEIGHT (DIFFERENCE \ BETWEEN TW AND BW). SEAT WALL HEIGHT IS 18° 4 \\ FOR IMPROVEMENT WITHIN PUBLIC RIC4T OF WAY, SEE IMPROVEMENT PLAN DWG NO. 14203 -1 KETTLER -*LEWECK No. 048358 m E N G I N E E R I N m Fes. B-JD -2022 a, 1620 5TH AVENUE, SUITE 675 * * SAN DIEGO, CA 92101 0j CIVIC �! t: 619 269- 3444 1 7:619269 -3459 www.kettlerleweek.com CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. :CISE GRADING PLAN FOR 1888 MONTGOMERY AVENUE CARDIFF 14203 -G SCHOOL DISTRICT - PHASE 2 260 - 340.02 INNING CASE NO: 16 -120 CDP SHEET 24 OF 4 NEW SHEET 0 00 00 N CO 0 U m Cj W� o� a� N n� b Z N wm am �w 00 iO a rl 1� BEFORE A CALL TOLL F� <i KETTLER -*LEWECK No. 048358 m E N G I N E E R I N m Fes. B-JD -2022 a, 1620 5TH AVENUE, SUITE 675 * * SAN DIEGO, CA 92101 0j CIVIC �! t: 619 269- 3444 1 7:619269 -3459 www.kettlerleweek.com CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. :CISE GRADING PLAN FOR 1888 MONTGOMERY AVENUE CARDIFF 14203 -G SCHOOL DISTRICT - PHASE 2 260 - 340.02 INNING CASE NO: 16 -120 CDP SHEET 24 OF 4 NEW SHEET 0 00 00 N CO 0 U m Cj W� o� a� N n� b Z N wm am �w 00 iO a (SEE SHEET 24) 3 <W4 IS III BN OF STMT �/j 7Exte 4 II CIS 102 ?B l` p 0 0 $f7 L� 3 s 2 PROPOSED TURF AREA m �?. .I ! B7ay, 5 FOR DETAIL A y� S SEE THIS SHEET T AN �F 5 ' FOR IMPROVEMENT W PUBLIC RIGHT OF �s� x( WAY, SEE IMPROVEMENT ol PLAN DWG N0. 14203 -1 � 1 _ 72 J E D 6 e l I(} 6 1 4 III .s L 86 87 f- `/ ll.l o Q'� X I I z � m 0 W I� 0 �S\ s u`. �k w I s \ w VIII ,I C � I O I 1 r Z I N Q rte:` 89 FF i LU LU PRO,LCT BOUNDARY so m \\ \ \\ \ ' � E 1 F °\ F 07 20 s: (31' 9) FOR IMPROVEMENT �� \P� e4 *. ��9`� ��,N•` t 7 i WITHIN PUBLIC RIGHT OF N WAY, SEE IMPRO VEMENT � O PLAN DWG NO. 14203 -1 EX R/W x.40 Lm I _ 14 a \ 14 �2 FOR IMPROVEMENT a WITHIN PUBLIC RIGHT OF _ O WAY, SEE IMPROVEMENT CHANGE I II 68 Jr I I I �I I p � azp I 1I�II) I DESCRIPTION iI ' •marks ,� O CIP CONCRETE RETAINING WALL ELEVATION DATA NO. TW TF IS FG H SHEET NO. RWI 91.00 89.50 90.50 1 1 1.50' I L1.2A, _1.2B RW2 1 9250 1 91.00 1 9200 1 11.50' 1 - RW3 1 96.35 1 94.19 1 95.85/95.19 1 12.16' 1 ° RW4 1 96.49 1 94.33 1 95.99/95.33 1 12.167 1 ° Ij III s SITE GRADING [11 PROPOSED DAYLJGNT LINE 0 PROP PAR71AL INFILTRATION BASIN (PVT) PER PHASE 1 j] PROP CAST IN PLACE CONCRETE RETAINING WALL FOR DETAIL SEE LANDSCAPE PLANS SHEETS L1.2A, L1.28 ® PROP CAST IN PUCE CONCRETE RETAINING SEAT WALL . FOR DETAIL SEE NOTE TW--TOP OF WALL, TF =TOP OF FOOTING, LANDSCAPE PLANS SHEETS L1.2A, L1.2B FS =FINISH SURFACE, FG =FINISH GROUND, ❑5 PROP RETAINING STEM WALL FOR DETAIL SEE STRUCTURAL PLANS SHEET H= HEIGHT (DIFFERENCE BETWEEN TW AND TF). S -HI. I © PROP CONCRETE EXTERIOR FOOTING FOR DETAIL SEE STRUCTURAL PUNS SHEET S -H1.1 O CIP CONCRETE RETAINING SEAT WALL ELEVATION DATA N0. TW BW I FS 1 FG H SHEET NO. SWI 92.38 89.38 90.88 90.002 3.00' 1 L11A, 1-1.28 SW2 1 91.98 1 8&98 1 90.48 90.004 3.W 77 PROP CMU SITE WALL. FOR DETAIL SEE STRUCTURAL PUNS SHEET S -4.1 © PROP EARTHEN SWALE AT 1% MIN. Q PROP CAST IN PUCE CONCRETE STAIRS NTH HANDRAILS FOR DETAIL SEE LANDSCAPE PLANS SHEETS L1.2A, L1.2B NOTE TW--TOP OF WALL (SUM OF FS + le), 10 PROP CAST IN PUCE CONCRETE RAMP WITH HANDRAILS FOR DETAIL SEE BW BW--BOTTOM OF FOOTING, FS =FINISH SURFACE, FFE LANDSCAPE PLANS SHEETS L1.2A, L1.2B SHEET N0. FG =FINISH GROUND, H= HEIGHT (DIFFERENCE 11 PROP 5k5' LANDING AT I.5R MAX. 9515 BETWEEN TW AND BW). SEAT WALL HEIGHT IS 18° 12 5 WIDE PATH OF TRAVEL a% 95.65 13 PROP EDGE FOOTING AT SHEARWALL SILL BOLTS FOR DETAIL SEE STRUCTURAL Co O RETAINING STEM WALL ELEVATION DATA N0. TW BW F5 FFE H SHEET N0. RS1 95.65 89.15 9515 9215 3.50' S -H1.1 R52 95.65 89.15 95.15 92.15 R53 95.65 89.15 93.00 1 92.15 1 3.50' 1 ° PLANS SHEET S -Hi.1 N 14 PHASE 2 LIMIT OF WORK NOTES L SEE SHEETS 3 AND 4 FOR EXISTING CONDITION INFORMATION. 2 SEE SHEET 35 FOR STORM DRAIN INFORMATION AND DATA TABLES NO TW =TOP OF WALL, BW= BOTfOkI OF FOOTING 3. EXISTING FINISH SURFACE ELEVATIONS ARE APPROXIMATE CONTRACTOR 70 VERIFY (DIFFERENCE BETWEEN FEE- 3.0'), AND NOTIFY ENGNEER OF WORK OF ANY DISCREPANCIES FS--FINISH SURFACE, FG= FINISH GROUND, 4. CONTRACTOR TO VERIFY LOCATION OF BUILDING, FOUNDATION OR STRUCTURE H =HEIGHT (DIFFERENCE BETWEEN TW AND FFE). S FENCE AND TREE REMOVAL NOTES ARE ADDED FOR REFERENCE ONLY. SEE LANDSCAPE PLANS FOR ANY WORK ASSOCIATED WITH EXISINCIPROPOSED O EDGE FOOTING AT SHEARWALL SILL BOLTS ELEVATION DATA N0. TOC FS FFE SHEET N0. TC1 9265 1 9232 9215 S -H1.1 TC2 1 9265 9210 1 9215 1 ' LAND SCAPING/IRR /GA71ON AND FENCING 6. CONTRACTOR TO ENSURE DRAINAGE AWAY FROM EXISTING BUILDING. 7. CONTOURS SHOW HEREON ARE FINISH°. CONTRACTOR TO ESTABLISH UNDERCUT AS NECESSARY. S. CONTRACTOR TO PROWDE SWO07H 7RANSIRON TO EXISTING GRADE. NOTE: TOC=TOP OF CONCRETE, FFE =FINISH FLOOR ELEVATION 9. FINISH SURFACE ELEVATION AT ALL DOORS SHALL BE 1/4' LOWER THAN FS --FINISH SURFACE FINISH FLOOR ELEVATION FOR ACCESSIBLE DOOR THRESHOLD. (EXCLUDING SILL BOLT) ENG SWR W.O. /- • / �� /� wvi� II s f DETAIL A w w g N SCALE: 1 ° =5' w Q MOZART AVENUE RKYIr- L1F-01 -c i �'' �'� \ Q &OFESS /O w m i _dam N ay C. - Ex s w R PLAN VIEW h KETTLER #LEWECK i 'y _ y EX R w Na 0/8358 n E N G I N E E R I N G s / APN 280-8 I APN 260 - 861%6 }� \\ APPROVED DATE BENCHMARK AS -BUILT APPROVALS SR 7 -27 -20 DESCRIPTION: 2' IRON PIPE BRASS DISC STAMPED ENC41 LS73YJ LOCATION: EAST SIDE OF NB HIM 101, OF CHESTERFIELD AND PUBLIC WORT W OF THE NORTH END OF GUARDRAIL STEVEN C. KETTLER DATE PLANNING RECORD FROM ROG 18416 REVIEWER ELEVATION: 73,612 DATUM: NAVD88 SENIOR ENGINEER DATE IkIQDI=nTnD 61-SI SCALE: 1 = 20 O' 10' 20 40 *Exp. 6- 30-2D22* 16205TH AVENUE, SUITE 675 SAN DIEGO, CA 92101 $ CIVIC `T t: 619 269 -3444 1 t: 619 269 -3459 www.kettlerleweek.com DESIGNED BY DRAWN BY CHECKED BY ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. K PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: PRECISE GRADING PLAN FOR /J��yy DATE: 06 -29 -2020 t,,' Staves. NGwak. 1888 MONTGOMERY AVENUE CARDIFF 14203 -G "'4- c' /✓e"" R.C.E. NO.: 048358 STEVE NOWAK Iv, EDWARD J. WIMMER SCHOOL DISTRICT - PHASE 2 CITY ENGINEER 260 - 340.02 STEVEN C. KETTLER 7-27-20 EXP.: 6 -30-22 DATE DATE PLANNING CASE NO: 16 -120 CDP SHEET 25 OF 43 NEW SHEET UNDERGROUND BERVICE ALERT c CALL BEFORE YOU DIG ® m m CALL TOLL FTiff U m gOR}6pp- -ffi7�IOD m O W� iW0 WORKING DAYS BEFORE YOU DIG p OZI ZN� W W r WDO Z5W< Z5 F Q ENG SWR W.O. /- • / �� /� wvi� II s f DETAIL A w w g N SCALE: 1 ° =5' w Q MOZART AVENUE RKYIr- L1F-01 -c i �'' �'� \ Q &OFESS /O w m i _dam N ay C. - Ex s w R PLAN VIEW h KETTLER #LEWECK i 'y _ y EX R w Na 0/8358 n E N G I N E E R I N G s / APN 280-8 I APN 260 - 861%6 }� \\ APPROVED DATE BENCHMARK AS -BUILT APPROVALS SR 7 -27 -20 DESCRIPTION: 2' IRON PIPE BRASS DISC STAMPED ENC41 LS73YJ LOCATION: EAST SIDE OF NB HIM 101, OF CHESTERFIELD AND PUBLIC WORT W OF THE NORTH END OF GUARDRAIL STEVEN C. KETTLER DATE PLANNING RECORD FROM ROG 18416 REVIEWER ELEVATION: 73,612 DATUM: NAVD88 SENIOR ENGINEER DATE IkIQDI=nTnD 61-SI SCALE: 1 = 20 O' 10' 20 40 *Exp. 6- 30-2D22* 16205TH AVENUE, SUITE 675 SAN DIEGO, CA 92101 $ CIVIC `T t: 619 269 -3444 1 t: 619 269 -3459 www.kettlerleweek.com DESIGNED BY DRAWN BY CHECKED BY ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. K PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: PRECISE GRADING PLAN FOR /J��yy DATE: 06 -29 -2020 t,,' Staves. NGwak. 1888 MONTGOMERY AVENUE CARDIFF 14203 -G "'4- c' /✓e"" R.C.E. NO.: 048358 STEVE NOWAK Iv, EDWARD J. WIMMER SCHOOL DISTRICT - PHASE 2 CITY ENGINEER 260 - 340.02 STEVEN C. KETTLER 7-27-20 EXP.: 6 -30-22 DATE DATE PLANNING CASE NO: 16 -120 CDP SHEET 25 OF 43 NEW SHEET (SEE SHEET 24) ❑ CONCRETE RAISED CURB ELEVATION DATA N0. 1 TC 1 FS 1 DESCRIPTION T01 1 99.45 198.951 10' WIDE CONCRETE TC2 1 99.45 198,95 1 ' TC3 1 99.57 199.071 ' TC4 1 99.65 199.15 1 ' N PLAN VIEW SCALE: 1" = 20' O' 10 ®O' O CIP CONCRETE RETAINING WALL ELEVATION DATA NO. TW TF FS FG H SHEET NO. RWI 99.52 93.60 99.02/95.15 95.10 5.92' LIZA, L1.3B RW2 99.25 94.47 97.19/95.97 9 8.75 4.78' ' RW3 99.38 94.65 97.37/96.15 9 8.88 4.73' ' RW4 99.30 95.71 98,43/97.21 9 8,80 3.59' ° RW5 99.25 95.78 98,50/97.28 9 8.75 347' ° RW6 99.07 97.06 9 8.57 9 8.56 201' ° RW7 99.41 97.22 9 8.72 9 8.91 2.19' ° RW8 99.50 97.47 9 8.97 99.00 2.03' ° RW9 99.60 97.57 99.07 99.10 2.03' ° RWIO 99.60 97.57 99.07 99.10 2.03' ' RWIi 99.57 97.57 99.07 1 1 2.00' ' NOTE: TW--TOP OF WALL, TF =TOP OF FOOTING, FS =FINISH SURFACE, FG =FINISH GROUND, H= HEIGHT (DIFFERENCE BEW7WEEN TW AND TF). O CIP CONCRETE RETAINING SEAT WALL ELEVATION DATA NO. TW BW FS FG H SHEET NO. SWI 9333 90.83 91.83 92.00 2.50' L1.3A, L1.3B SW2 9342 90.42 91.92 9200 3.00' ' SW3 93.43 90.43 91.93 9200 3.00' ' SW4 100.50 97.30 99.00 98.80 3.20' ' SW5 100.50 97.30 9 &99 98.79 3.20' ' SW6 100.60 97.20 99.10/99.15 98.70 3.40' ' SW7 100.60 97.50 99.10 99.00 3.00' ' NOTE: TW =TOP OF WALL (SUM OF FS + 18 "), BW= BOTTOLI OF FOOTING, FS =FINISH SURFACE, FG =FINISH GROUND, H= HEIGHT (DIFFERENCE BETWEEN TW AND BW). SEAT WALL HEIGHT IS 18' O RETAINING STEM WALL ELEVATION DATA NO. TW BW FS FFE H SHEET NO. RS1 99.15 93.50 97.00 96.50 265' S -D1.1 RS2 99.15 93.50 98.00 96.50 2.65' S-D1.1 RS3 99.15 93.50/93.15 98.00 96.50/96.15 2.65L3.& S-D1.1 RS4 99.15 9315 98.00 96.15 3.00' S-Dl.l RS5 99.15 93.15 98.00 96.15 3.00' S-Dl.l RS6 99.15/98.15 92.15 98.00 95.15 4.00`13.00' S-FIA RS7 98.15 89.15/92.15 94.65 92.15/95.15 6.003.00' S -FIA RSB 98.15 89.15 93.50 92.15 6.00' S -FIA NOTE: TW--TOP OF WALL, BW-BOTTOM OF FOOTING (DIFFERENCE BETWEEN FFE- 3.0'), FS =FINISH SURFACE, FG =FINISH GROUND, H= HEIGHT (DIFFERENCE BETWEEN TW AND FFE). O CMU RETAINING WALL ELEVATION DATA N0. TW TF FFE FS G H SHEET NO. CM 99.15 93.82 95.15 99.10 95.10 5.33' I S -F1.1 CW2 99.15 93.82 195.15 1 9 8,50 1 5.33' 1 S -F1.1 NOTE: TN--TOP OF WALL, TF =TOP OF FOOTING (DIFFERENCE BETWEEN FFE - V -4 "), FS =FINISH SURFACE, FG--FINISH GROUND, H= HEIGHT (DIFFERENCE BETWEEN TW AND TF). O CMU RETAINING WALL ELEVATION DATA N0. I TW 11 FS FG H SHEET NO. CFI 198.15 9 &10 99.10 99.00 3.40' L1.3A, L1.3B CF2 198.15 9 &10 99.10 100.00 3.40' 1 S -J1.1 CF3 I &10 99.10 10100 40' 1 S -J1.1 14203 -G &10 99.10 100.00 3.40' 9 &10 99.10 99.15 STEVEN C.KETTLER DATE PLANNING O CMU RETAINING WALL WITH GUARD RAIL ELEVATION DATA N0. TW TF FS FG H SHEET NO. MW6 9229 90.87 91.87 92.04 1.47 ' MW7 1 9 5.47 1 91.02 1 9202/94.97 94.73 MWB 1 95.60 1 91.15 1 92.15/95.10 1 NOTE: TW =TOP OF WALL, TF =TOP OF FOOTING, FS--FINISH SURFACE, FG =FINISH GROUND, H= HEIGHT (DIFFERENCE BEWRVEEN TW AND TF). O CMU SITE WALL ELEVATION DATA N0. I TW I TF FS 1 FG H SHEET N0. CFI 198.15 1 91.15 1 92.15 1 93.46 1 6.00' S -J1.1 CF2 198.15 1 91.15 1 92.15 1 92.14 1 6.00' 1 S -J1.1 CF3 198.15 191.13 1 92.13 1 1 6.02' 1 S -J1.1 NOTE: TW =TOP OF WALL TF =TOP OF FOOTING, FS--FINISH SURFACE, FG--FINISH GROUND, H= HEIGHT (DIFFERENCE BEWRVEEN TW AND FS). KEYED NOTES (GRADING) SITE GRADING 1❑ PROP DAYLIGHT LINE 2A❑ DUS17NO TREE TO REMAIN, PR07ECT IN PLACE ® EVS71NG TREE TO BE REMOVED (SEE LANDSCAPE PLANS) Q PROP CAST IN PUCE CONCRETE RETAINING WALL FOR DETAIL SEE LANDSCAPE PUNS SHEETS L1.3A, L1.3B ® PROP CAST IN PLACE CONCRETE RETAINING SEAT WALL. FOR DETAIL SEE LANDSCAPE PLANS SHEETS L1.3A, L1.38 5l PROP CMU RETAINING WALL FOR DETAIL SEE STRUCTURAL PLANS SHEETS S -D1.1, S -Fl. I © PROP CONCRETE EXTERIOR FOORNO FOR DETAIL SEE STRUCTURAL PUNS SHEETS S -BIA S -D1.1 7❑ PROP CMU S17E WALL FOR DETAIL SEE STRUCTURAL PUNS SHEET S -JI.1 �8 PROP RETAINING SIEM WALL. FOR DETAIL SEE STRUCTURAL PUNS SHEETS S -DLL, S -F1.1 9❑ PROP CMU RETAINING WALL. FOR DETAIL SEE LANDSCAPE PLANS SHEETS L1.3A, L1.3B 10 PROP CMU RETAINING WALL IWTH GUARD RAIL FOR DETAIL SEE LANDSCAPE PLANS SHEETS LIZA, L1.38 11 PROP 10' WIDE CONCRETE RAISED CURB, SMOOTH LIGHT SAND FINISH. FOR DETAIL SEE LANDSCAPE PUNS SHEETS L1.3A, L1.3B 12 PHASE 2 LIMIT OF WORK NOTES 1. SEE SHEETS 3 AND 4 FOR EVS71NG CONDIRON INFORMARON. 2 SEE MEET 35 FOR STORM DRAIN INFORMATION AND DATA TABLES. 3. EMS77NO FINISH SURFACE ELEVA71ONS ARE APPROXIMAIE CONTRACTOR TO VERIFY AND NOBFY ENGINEER OF NURK OF ANY DISCREPANCIES 4. CONTRACTOR TO VERIFY LOCATION OF BUILDING FOUNDATION OR STRUCTURE. 5. FENCE AND TREE REMOVAL N07ES ARE ADDED FOR REFERENCE ONLY. SEE LANDSCAPE PLANS FOR ANY WORK ASSOCIATED WTH EXISRNG/PROPOSED LANDSCAPINGIVRIGARON AND FENCING. 6. CONTRACTOR TO ENSURE DRAINAGE AWAY FROM EVS77NO BUILDING. 7. CONTOURS SHOWN HEREON ARE "FINISP'. CONTRACTOR TO ESTABLISH UNDERCUT AS NECESSARY. B. CONTRACTOR TO PROVIDE SM007H TRANSITION TO EXISTING GRADE. 9. FINISH SURFACE ELEVATION AT ALL DOORS STALL BE 114' LONER THAN FINISH FLOOR ELEVATION FOR ACCESSIBLE DOOR THRESHOLD. UNDERGROUND SERVICE ALERT (40 CALL BEFORE YOU DIG CALL FREE TOLL Npl}fi0o-7LL RE TWO WORKING DAYS BEFGRE YOU DIG KETTLER -OLEVVECK ENGINEERING 1620 5TH AVENUE, SUITE 675 SAN DIEGO, CA 92101 t: 619 269 -3444 I f: 619 269 -3459 www.keftlerleweek.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS `'" =`' "K" ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. 1 ADDED NEW SHEET SRN 7 -27 -20 DESCRIPTION:2'IRON PIPE BRASS DISC$TAMPEDE FIEL AND LOCATION: TREND E GUARDRAIL W OF THE NORTH END OF GUARDRAIL INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: 06 -29 -2020 -C �,°,� R.C.E. NO.: 048358 STEVEN C. KETTLER EXP.: fi -30.22 RECOMMENDED: APPROVED: Steve Nowak ice." STEVE NOWAY. 'VI EDWARD J. WINNER CITY ENGINEER 7 27 20 DATE DATE PRECISE GRADING PLAN FOR 1888 MONTGOMERY AVENUE CARDIFF SCHOOL DISTRICT - PHASE 2 260 - 340.02 PLANNING CASE NO: 16 -120 CDP 14203 -G PUBLIC WORKS STEVEN C.KETTLER DATE PLANNING RECORD FROM ROS 18416 ELEVATION: 73612 DATUM: NAVD88 REVIEWER SENIOR ENGINEER DATE INSPECTOR SHEET 26 OF 43 NEW SHEET 00 00 N co 0 N O, O, U m 2� b LL bZ wQ r� ww >m a� x �w op iO a lbtt bFitt 1 LC) PLAN VIEW SCALE: 1" = 20' 0' 10' 20' 40' KEYED NOTES OMPROVEMENTS) SITE IMPROVEMENTS ❑1 PROP WALKWAY (SEE LANDSCAPE PUNS) F21 PROP FENCE TYPE i - CHAIN LINK FOR DETAIL SEE LANDSCAPE PLANS SHEETS L1.1A, LIAB F3 PROP CAST IN PLACE CONCRETE RETAINING WALL FOR DETAIL SEE LANDSCAPE PUNS SHEETS L1.1A, LIAB ® PROP CAST IN PUCE CONCRETE SEATWALL. FOR DETAIL SEE LANDSCAPE PLANS SHEETS L1.1A, LIJB F5 PROP CMU RETAINING WALL. FOR DETAIL SEE STRUCTURAL PLANS SHEET S -LI.1 © PROP CAST IN PLACE CONCRETE ASSEMBLY SEATING. FOR DETAIL SEE LANDSCAPE PLANS SHEETS L1.1A, LIAB ❑7 PROP CMU STUCCO RETAINING WALL WIN BRICK CAP. FOR DETAIL SEE LANDSCAPE PUNS SHEETS L1.1A, LIAB 81 NOT USED ❑9 PROP CAST IN PUCE CONCRETE STAIRS WITH HANDRAILS FOR DETAIL SEE LANDSCAPE PUNS SHEETS L1.IA, LIJB 10 PROP DRINKING FOUNTAIN (SEE PLUMBING PUNS) 11 PROP DOUBLE PEDESTRIAN GATE TYPE i WIN PANIC HARDWARE. FOR DETAIL SEE LANDSCAPE PUNS SHEETS LIRA, 1.1.18 12 PROP METAL GATE FOR DETAIL SEE ARCHITECTURAL PLANS SHEET 16/A8.80 13 PROP PERFORATED 14 GA STEEL PANEL FOR DETAIL SEE ARCHITECTURAL PLANS SHEET 16/A8.80 14 PROP SINGLE PEDESTRIAN GATE TYPE I. FOR DETAIL SEE LANDSCAPE PLANS SHEETS LIJA, LIJB NOTES 1. SEE SHEETS 20 FOR LEGEND INFORMATION 2 ALL DIMENSIONS ALONG BUILDING ARE TAKEN TO ME CORNER END/FACE OF EXTERIOR OF THE BUILDING. KETTLER -OLEVVECK ENGINEERING 1620 5TH AVENUE, SUITE 675 SAN DIEGO, CA 92101 1:619 269 -3444 1 f: 619 269 -3459 www.keftlerleweek.com CHANGE NO.1 DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS umolOucy, i unwoT, i `N=" ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. K" 1 ADDED NEW SHEET SRN 7 -27 -20 LOCATION: EA TSIDE FNDHWY DISCSTCHESTERFIELD E AND W OF LOCATION: EASTSI O GUARDRAIL 101.0E AND ENDS GUARDRAIL INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: 06 -29 -2020 ^ �J /`- / � ^�•/ R.C.E. NO.: 048358 STEVEN C. KETTLER EXP.: fi -30.22 RECOMMENDED: APPROVED: $fkNeD NOW0.k STEVE NOWAK f(WCITYEN INFER ER CITY ENGINEER 7 -27 -20 nATF nATF HORIZONTAL CONTROL PLAN FOR 1888 MONTGOMERY AVENUE CARDIFF SCHOOL DISTRICT- PHASE2 260340.02 PLANNING CASE NO: 1R -12n COP 14203 -G PUBLIC WORKS STEVEN C.KETTLER DATE PLANNING RECORD FROM: ROS 18416 RECORD FROM ELEVATION: 73612 DATUM: NAVD88 REVIEWER SENIOR ENGINEER DATE inicommo RHFFT 9711E d3 NEW SHEET lmJ so 0 N O� O, U m :2N Z� b LL bZ WQ F N W ' $ N Q m 2 W Z op iO a 0 0 M 0 N 6 EX II III FOR IMPROVEMENT WITHIN PUBLIC RIGHT OF WAY, SEE IMPROVEMENT PLAN DWG NO. 14203 -1 I _ 7 I I I I z I a >s 0 J CID PROECl w BDONDAI I I I 1 I I (SEE SHEET 27 I Wfixi u•T. h \V P -PLAY AREA \ � 2 351 �� PA TIP ®` PA PA \ ` 15 PA PA LINE PRIVATE N0. BEARING 2 , HB L1 N4317'570E 9.33' 0' TO 6' TRANSITION CURB L2 N4317'57NE 2 6' TYPE 'C' CONC. CURB L3 N4317'570E 9.33' 0' TO 6' TRANSITION CURB L4 � 9.33' 0' TO 6' TRANSITION CURB L5 N4317'570E 20.00' 0' CONC. CURB L6 N4317'57'E 9.33' 0' TO 8' TRANSITION CURB LANDSCAPE PLANS SHEETS L1.2A, 0.23 e❑ PROP CAST IN PUCE CONCRETE RETAINING WALL FOR DETAIL SEE LANDSCAPE PUNS SHEETS L1.2A, 0.29 ❑9 PROP BIKE RACK FOR DETAIL SEE LANDSCAPE PLANS 10 PROP FENCE TYPE 1 — CHAIN LINK FOR DETAIL SEE LANDSCAPE PLANS SHEETS L1.2A, L1.2B 11 PROP DOUBLE PEDESTRIAN GATE TYPE 1 WITH PANIC HARDWARE FOR DETAIL SEE LANDSCAPE PLANS SHEETS L1 .2A, L1.28 12 PROP CHU SITE WALL. FOR DETAIL SEE STRUCTURAL PLANS SHEET S —JI.1 00 13 PROP CURB RAMP WI714 7RUNCATED DOMES (PVI) PER SDRSD ON; NO N ®\ C-30 (� PA PROP 6' CURB (PVO PER SDRSO ORG N0. G -01 15 Y. 16 PROP RETAINING STEM WALL. FOR DETAIL SEE S7RUC7URAL PLANS SHEET -- JI � �20 PA N 8 116 ® :10. ®� N :2` ..1 11 � L 4 \\ FA S ` 15a PA PA PA J '&9L4 c CURB DATA LINE PRIVATE N0. BEARING LENGTH REMARKS L1 N4317'570E 9.33' 0' TO 6' TRANSITION CURB L2 N4317'57NE 20.00' 6' TYPE 'C' CONC. CURB L3 N4317'570E 9.33' 0' TO 6' TRANSITION CURB L4 N4317'570E 9.33' 0' TO 6' TRANSITION CURB L5 N4317'570E 20.00' 0' CONC. CURB L6 N4317'57'E 9.33' 0' TO 8' TRANSITION CURB KEYED NOTES (IMPROVEMENTS) SITE IMPROVEMENTS E1 PROP WALKWAY (SEE LANDSCAPE PLANS) ❑2 PROP E COH�M RAM M HANDRAILS FOR DETAIL SEE LANDSCAPE PLANS � ❑3 PROP BENCH (SEE LANDSCAPE PLANS) ❑PROP CAST IN PLACE CONCRETE RETAINING SEAT WALL FOR DETAIL SEE LANDSCAPE PLANS SHEETS L1.2A, L1.28 PROP DRINKING FOUNTAIN (SEE PLUMBING PLANS) © PROP TABLE AND BENCH (SEE LANDSCAPE PLANS) ❑PROP CAST IN PLACE CONCRETE STAIRS NTH HANDRAILS FOR DETAIL SEE LANDSCAPE PLANS SHEETS L1.2A, 0.23 e❑ PROP CAST IN PUCE CONCRETE RETAINING WALL FOR DETAIL SEE LANDSCAPE PUNS SHEETS L1.2A, 0.29 ❑9 PROP BIKE RACK FOR DETAIL SEE LANDSCAPE PLANS 10 PROP FENCE TYPE 1 — CHAIN LINK FOR DETAIL SEE LANDSCAPE PLANS SHEETS L1.2A, L1.2B 11 PROP DOUBLE PEDESTRIAN GATE TYPE 1 WITH PANIC HARDWARE FOR DETAIL SEE LANDSCAPE PLANS SHEETS L1 .2A, L1.28 12 PROP CHU SITE WALL. FOR DETAIL SEE STRUCTURAL PLANS SHEET S —JI.1 00 13 PROP CURB RAMP WI714 7RUNCATED DOMES (PVI) PER SDRSD ON; NO N C-30 (� 14 PROP 6' CURB (PVO PER SDRSO ORG N0. G -01 15 PROP AC PAVING SEE DETAIL C ON SHEET 39 OF 40 16 PROP RETAINING STEM WALL. FOR DETAIL SEE S7RUC7URAL PLANS SHEET S -HIA 17 PROP CONCRETE EXTERIOR FOORNC FOR DETAIL SEE STRUCTURAL PLANS SHEET S -H1.1 18 PROP DOUBLE PEDESTRIAN GATE TYPE 1. FOR DETAIL SEE LANDSCAPE PLANS SHEETS L1.2A, L1.2B 19 EVSDNG VEHICULAR GATE TO BE SALVAGED, REFURBISHED AND RELOCATED TO ALIGN WITH NEW FENCE PER LANDSCAPE PUNS ® PROP CAST IN PLACE CONCRETE FLUSH CURB. FOR DETAIL SEE LANDSCAPE PUNS SHEETS L1.2A, L1.28 21 PROP WALLBALL WALLS FOR DETAIL SEE LANDSCAPE PUNS SHEETS L1.2A, L1.29 ® 5' WE PATH OF IRA VEL NCTM I. SEE SHEETS 20 FOR LEGEND INFORMAROV 2 ALL DIMENSIONS ALONG BUILDING ARE TAKEN TO THE CORNER END/FACE OF EXTERIOR OF THE BUILDING. tt x NINTH INTH PUBLIC RIGHT OF PA WAY, SEE IMPROVEMENT -- — , PUN DWG N0. 14203 -I I I I 0 _ — ---------------------------------------------- _ 4 _ 4 4 MOZART AVENUE (PUBLIC RIGHT-OF -IM ; Q'' — 0/ APN 260. 861.31.01 (y KE CK RpOFESS /Oy. _ O C. Y I � - -- I� =� � - -� -= '` PLAN VIEW N yNNo.C48358�" TTLER�LEWE II w m ENGINEERING I _ _— __- _ , ® z Fes. 8-30 -2022 a IX R Y ,> ' 1620 5th avenue, SUITE 1 N 280- 861 -81-08 SCALE: 1 = 20 O' TO 20 4D' * * SAN DIEGO, 0619269 II® APN 28W3 �01 I I ' \� `rl�� CIVIV�! t: 619269- 3444f: 679289 -3459 si j APN 28036 6 \ lk �yYf www.keftlerleweek.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY DRAWN BY CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. 1 ADDED NEW SHEET SRN 7 -27 -20 INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: HORIZONTAL CONTROL PLAN FOR DESCRIPTION:2'IRON PIPE BRASS DISC$TAMPEDE FIEL AND PUBLIC WORKS DATE: 06 -29 -2020 1888 MONTGOMERY AVENUE CARDIFF LOCATION: EAST SIDE OF NB HM 101.0E CHESTERFIELD AND Sfk.YEY1'NOW0.� W OF THE NORTH END OF GUARDRAIL STEVEN C. KETTLER DATE PLANNING �A, �/ STEVE NOWAK W EDWARD J. WIMMER SCHOOL DISTRICT - PHASE 2 14203 -G RECORD FROM ROS 18416 / /� �• LLt<*'R R.C.E. NO.: 048358 CITY ENGINEER REVIEWER 260 - 340.02 ELEVATION: 73,612 DATUM: NAVD88 STEVEN C. KETTLER 7-27 -20 SENIOR ENGINEER DATE Inlcommo EXP.: fi -30-22 nATF nATF PLANNING CASE NO: 18 190 COP RHFFT 7R AF A- NEW SHEET 0 in m C m W� O� Q� N n� bZ �Q N Dg W Qb �w 00 iO a F� W is ILI v (SEE SHEET 27) NOTE: COVERED TRASH ENCLOSURE PER PHASE 1 PLAN VIEW SCALE: l" = 20' D' 10' 20' 40' KEYED NOTES (IMPROVEMENTS) E1 PROP WALKWAY (SEE LANDSCAPE PUNS) F21 PROP CAST IN PUCE CONCRETE RAMP WITH HANDRAILS FOR DETAIL SEE LANDSCAPE PLANS SHEETS L1.3A, L1.3B F3 PROP CMU RETAINING WALL FOR DETAIL SEE LANDSCAPE PLANS SHEETS L1.3A, L1.39 ❑4 PROP CAST IN PUCE CONCRETE RETAINING SEAT WALL FOR DETAIL SEE LANDSCAPE PUNS SHEETS L1.3A, L1.3B ❑5 PROP DRINKING FOUNTAIN (SEE PLUMBING PLANS) © PROP TABLE AND BENCH (SEE LANDSCAPE PUNS) M7 NOT USED ❑8 PROP CAST IN PLACE CONCRETE RETAINING WALL. FOR DETAIL SEE LANDSCAPE PLANS SHEETS L1.3A4 L1.3B F1 PROP BIKE RACK (SEE LANDSCAPE PUNS) 10 ICNOYvERAEv TRASH ENCLOSURE AREA PER PHASE 1 — TO REMAIN, PR07ECT 11 LOG BENCH (SEE LANDSCAPE PUNS) 1® PROP CMU SITE WALL. FOR DETAIL SEE STRUCTURAL PUNS SHEET S —JI.I 13 EVS77NO ELECTRICAL TRANSFORMER AREA TO REMAIN, PROTECT IN PLACE 14 PROP CHU RETAINING WALL FOR DETAIL SEE S7RUC7URAL PUNS SHEETS S —D1.1, S —F7.1 15 PROP CONCRETE EXTERIOR FOOBNG. FOR DETAIL SEE STRUCTURAL PLANS SHEETS S -111.1, S —FIA 16 PROP RETAINING STEM WALL FOR DETAIL SEE STRUCTURAL PUNS SHEETS S —DIJ, S —F1.1 17 PROP METAL GATE FOR DETAIL SEE ARCH17ECTURAL PUNS SHEET 16/A880 18 PROP DOUBLE PEDESTRIAN GATE TYPE 2 FOR DETAIL SEE LANDSCAPE PLANS SHEETS L1.3A, L1.3B 19 PROP FENCE TYPE 2 FOR DETAIL SEE LANDSCAPE PLANS SHEETS L1.3A, L1.3B ® PROP CAST IN PUCE 10" WIDE CONCRETE RAISED CURB. FOR DETAIL SEE LANDSCAPE PUNS SHEETS L1.3A, L1.39 21 PROP SINGLE PEDESTRIAN GATE TYPE 1. FOR DETAIL SEE LANDSCAPE PLANS SHEETS L1.3A, L1.3B Q PROP PERFORATED 14 GA STEEL PANEL FOR DETAIL SEE ARCH17ECTURAL PLUS SHEET 161A880 ©3 PROP CMU RETAINING WALL WTH GUARD RAIL FOR DETAIL SEE LANDSCAPE PUNS SHEETS L1.JA, L1.3B NOTES 1. SEE SHEETS 20 FOR LEG -END INFORWA77ON 2 ALL DIMENSONS ALONG BUILDING ARE TAKEN 70 THE CORNER END/FACE OF EXTERIOR OF THE BUILDING KETTLER -OLEVVECK ENGINEERING 1620 5TH AVENUE, SUITE 675 SAN DIEGO, CA 92101 t: 619 269 -34441 f: 619 269 -3459 www.keftlerleweek.com CHANGE NO.1 DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS umolOucy, i unwoT, i `N=" K" ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. 1 ADDED NEW SHEET SRN 7 -27 -20 INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: HORIZONTAL CONTROL PLAN FOR DESCRIPTION:2'IRON PIPE BRASS DISC STAMPEDE FIEL LST322 PUBLIC WORKS DATE: 06-29 -2020 1888 MONTGOMERY AVENUE CARDIFF W OF LOCATION:EASTSI O GUARDRAIL 101.0E CHESTERFIELD AND _ EDWARD NOW0.k RECORD FROM ENDS GUARDRAIL STEVEN C.KETTLER DATE PLANNING STEVE NOWAK Iv. CITY EN INFER ER SCHOOL DISTRICT - PHASE 2 14203 -G RECORD FROM: ROS 18416 '4- C. R.C.E. NO.: 048358 CITY ENGINEER REVIEWER 260340.02 ELEVATION: 73612 DATUM: NAVD88 STEVEN C. KETTLER 7 -27 -20 SENIOR ENGINEER DATE inicommo EXP.: fi -30.22 nATF nATF PLANNING CASE NO: 1R -12n COP RHFFT 9911E d3 NEW SHEET 0 07 07 N 0 N O, O, U m :2N Z� b LL bZ WQ N W $ N Q m 2 W Z op iO a SLOPE TO DRAIN *NDS ATRIUM POLYOLEFIN GRATE WITH U.Y. INHIBITORS IN SHRUB AREAS 'c.11 A' S G 1 SLOPE TO DRAIN COMPACTED SOIL NOS /G6 - 6' DRAIN RISER PIPE (LENGTH AS REQUIRED) OR APPROVED ED NDS /201 SPEED BASIN OR APPROVED EQUAL -DRAIN PIPE (SIZE PER PLAN) -INVERT ELEVATION (PER PLAN) CRUSHED STONE AC PAVEMENT, COMPACT TO 95% RELATIVE COMPACTION BASED ON HVEEM UNIT WEIGHT AGGREGATE BASE COMPACT TO 95% OF MAXIMUM DRY DENSITY. EXISTING SUBGRADE. SCARIFY TO A DEPTH OF 12 INCHES AND COMPACT TO 959 OF MAXIMUM DRY DENSITY. 08172 ] (4) FOR EIGHT DRIVE AREA (INCLUDING INFREQUENTLY USED FIRE LANES) 4. 4" 81 8' 12' M (4) 1. REFER TO C7E'S GEOTECHNICAL INVESTIGATION - PROPOSED IMPROVEMENTS TO CARDIFF SCHOOL FOR PAVEMENT RECOMMENDATIONS IF DISCREPANCIES BETWEEN PLANS AND REPORT, GEOTECHNICAL RECOMMENDATIONS GOVERN. 2 R- VALUES SHALL BE CONFIRMED AFTER ROUGH GRADING OF PAVED AREAS BASED ON RESULTS, PAVEMENT SECTION MAY BE ADJUSTED TO THE THE GE07ECHNICAL ENGINEERS RECOMMENDATIONS. NDS ATRIUM AREA DRAIN (PVT.) DETAIL O PAVEMENT SECTION DETAIL O NTS NITS (IN LANDSCAPE AREAS) *NOS ROUND AC PAVEMENT, COMPACT TO (0) FOR PARKING AREAS ONLY IN A COMPLIANT GRAZE 95% RELATIVE COMPACTION N ACCESSIBLE AREAS POLYOLEFlN GRATE BASED ON HVEEM UNIT WEIGHT. WITH U.V. INHIBITORS SLOPE TO DRAIN 3° m SLOPE TO DRAIN 11 1 = I11F� H�COMPACTED SOIL AGGREGATE BASE, .11 G� __11 — ICI , �* NOS 166 - COMPACT TO 95% OF 5' (e) 6° DRAIN MAXIMUM DRY DENSITY. RISER PIPE (LENGTH AS O REp/MED) OR AFFIRMED DO III= III = III = III = III =III NDS /201 SPEE -D BASIN 120 OR APPROVED EQUAL EXISTING SUBGRADE. SCARIFY TO A — III — III — III — III —III -I DRAIN PIPE DEPTH OF 12 INCHES AND COMPACT — - III — III — III — (SIZE PER PUN) TO 95% OF MAXIMUM DRY DENSITY. — — — — — INVERT ELEVATION (PER PLAN) CRUSHED STONE O L REFER TO C7E'S GEOTECHNICAL INVESTIGATION - PROPOSED IMPROVEMENTS TO CARDIFF SCHOOL FOR PAVEMENT RECOMMENDATIONS IF DISCREPANCIES BETWEEN PLANS AND REPORT, GEOTECHNICAL RECOMMENDATIONS GOVERN. 2 R- VALUES SHALL BE CONFIRMED AFTER ROUGH GRADING OF PAVED AREAS. BASED ON RESULTS, PAVEMENT SECTION MAY BE ADJUSTED TO THE THE GEOTECHNICAL ENGINEERS RECOMMENDATIONS. I NDS ATRIUM AREANDRAIN (PVT.) DETAIL O PAVEMENT SECTION DETAIL O NITS (IN HARDSCAPE AREAS) WATER MAIN 1 TYPICAL F BEND CROSS 450ma 118.1 MINIMUM INTO NATIVE MATERIAL REDUCER CAP /PLUG /t3 END CAP AYTTIONA BLOCKS WHERE DIRECTED -2s T IDT TEE PLAN R�SURFACE TEE ELEVATION �I�111� ANCHOR BLOCK WITH u4 REBAR 1 VERT BENDS ELEVATION DETAILS VON ARE SCHEMATIC ONLY, REFER TO M)TES ON 1I17-01 (2 OF 31. FOR ADDITIONAL THRUST BLOCKS SEE W­01 f3 OF 3) CONCRETE THRUST AND ANCHOR WATER AGENCIES STANDARDS BLOCK INSTALLATIONS COMMITTEE, APPROVALT 1/16/2007 NOTES: 1) REFER TO SECTION 03000 OF SPECIFICATIONS 2) THRUST BLOCKS AND ANCHOR BLOCKS SHALL BE SIZED BY THE DESIGN ENGINEER IN ACCORDANCE WITH SECTION 5.2 OF THE WATER AGENCIES' STANDARDS DESIGN GUIDELINES IWADGI 3) THRUST BLOCKS SHALL BE CENTERED ON THE FITTING SO THAT THE BEARING AREA IS EXACTLY OPPOSITE THE RESULTANT DIRECTION OF THRUST 4) CONCRETE SHALL BE PLACED SO THAT FITTINGS AND VALVES WILL BE ACCESSIBLE FOR REPAIRS OR REPLACEMENT 5) ALL THRUST AND ANCHOR BLOCKS SHALL BE POURED AGAINST WETTED UNDISTURBED SOIL 61 FOR MINIMUM CONCRETE CURING TIME REFER TO SECTION 03WO OF SPECIFICATIONS 11 FOR ADDITIONAL THRUST BLOCKS SEE WT -01 It OF 3) AND (3 OF 3) B1 DETAILS SHOWN ON WT -01 (1 OF 2) AND 13 OF 3) ARE SCHEMATIC ONLY. CONCRETE THRUST AND ANCHOR -BLOCK INSTALLATIONS HATER AGENCIES STANDARDS COMMITTEE APPROVAL 11/16/2007 TABLE 5.11 RECOMMENDED PAVEMENT THICKNESS Traffic Area Assumed Preliminary Asphalt Pavements Pordi nd Cement I LI Traffic Subgrade Concrete AC Aggregate Base Index 'W Thickness Thickness Pavements On SRN 7-27-20 DESCRIPTION:2'IRON PIPE BRASS DISC STAMPED E FIEL L57322 LOCATION: EAST SIDE GUARDRY101. OF CHESTERFIELD AND WOF THE NORTH END OF GUARDRAIL (inches) (inches) Subgade Soils DATE PLANS PREPARED UNDER SUPERVISION OF DATE: 06-29 -2020 �/ - �- /� C. R.C.E. NO.: 048358 STEVEN C. KETTLER EXP.: fi -30.22 RECOMMENDED: APPROVED: SteARDJ. WI ME STEVE NOWAK EDWARD J. WIMMER CITY ENGINEER 7"27 -1�� nATF DATE DETAILS FOR 1888 MONTGOMERY AVENUE CARDIFF SCHOOL DISTRICT- PHASE2 260 - 340.02 PLANNING CASE NO: 1R -12n COP 14203 -G mattes) Light Drive Areas PUBLIC WORKS Unclading Infrequently 6.0 25+ 4,0 8.0 7.0 Used Fire Lanes) Parking Only Areas 4.5 25+ 3.0 5.0 6.0 * Caltrans class 2 aggregate base or "Greenbook" Processed Miscellaneous Base ** Concrete should have a modulus of rupture of at least 600 psi 6 a Er n A °- — j I —� SECTION I AI. NTS rus TEF WITH C,ATF VAI VFS �L a 1 BUTTERFLY VALVE ITYPI 11 -Il ACTUATOR I.J - 1J. TYPICAL BEARING N, SAND BAGS AREA "13 - TYPICAL - YPICAL -► AREA AI PLAN AREA "A" ITYPI HIS TEE WITH BUTTERFL' SECTION WITH REDWOOD NITS WEDGES AS REO'D MAY SECTION _NTT__ HIS TEE WITH BUTTERFLY VALVES I BEARING AREA "B" MAST BE EQUAL TO OR GREATER THAN THE AREA REQUIRED FOR A 90° ELBOW INSTALLATION I INSTALL SAND BAGS AROUND BUTTERFLY VALVE ACTUATOR TO ISOLATE IT FROM CONCRETE I BEV'S INSTALLED AT CROSSES OR TEES REQUIRE A FLANGED DUCTILE IRON SPOOL TO BE INSTAI CONCRETE THRUST AND ANCHOR WATER AGENCIES STANDARDS BLOCK INSTALLATIONS coNNIrTEE APPROVAL vi01 L1002 ON IN IN f. NIIYRPR:WT —h Zia n[ u KETTLER #LEVVECK ENGINEERING 1620 5th AVENUE, SUITE 675 SAN DIEGO, CA 92101 t: 619 269 -3444 1 f: 619 269 -3459 www.keftlerieweek.com CHANGE NO.1 DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS I LAIM0101JOY, I LI I ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. L.K 1 ADDED NEW SHEET SRN 7-27-20 DESCRIPTION:2'IRON PIPE BRASS DISC STAMPED E FIEL L57322 LOCATION: EAST SIDE GUARDRY101. OF CHESTERFIELD AND WOF THE NORTH END OF GUARDRAIL INT, DATE PLANS PREPARED UNDER SUPERVISION OF DATE: 06-29 -2020 �/ - �- /� C. R.C.E. NO.: 048358 STEVEN C. KETTLER EXP.: fi -30.22 RECOMMENDED: APPROVED: SteARDJ. WI ME STEVE NOWAK EDWARD J. WIMMER CITY ENGINEER 7"27 -1�� nATF DATE DETAILS FOR 1888 MONTGOMERY AVENUE CARDIFF SCHOOL DISTRICT- PHASE2 260 - 340.02 PLANNING CASE NO: 1R -12n COP 14203 -G PUBLIC WORKS STEVEN C. KETTLER DATE pLANNING RECORD FROM ROB 18416 ELEVATION: 73612 DATUM: NAVD88 REVIEWER SENIOR ENGINEER DATE lucommo SHFFT 3f1 AF d3 NEW SHEET CD 00 N O N OC O U m tj ED O� Q� N n� bZ ED < N w $ N ae �W 00 iO a