The URL can be used to link to this page

EG 2002-7435 G (Plans) I i NPDES/SWPPP NOTE WORK TO B� DONE TEMPLE SOLEL THE TOTAL DISTURBANCE AREA FOR THE GRADING CONSISTS OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THE THIS PROJECT CONSISTS OF LESS THAN PLANS, THE CURRENT CITY OF ENCINITAS ENGINEERING DEPARTMENT STANDARD 5 ACRES, THEREFORE AN SWPPP SPECIFICATIONS, THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS, AND THE GENERAL NOTES IS NOT REQUIRED. STANDARD SPEQiFICSATIONS FOR PUBLIC WORKS CONSTRUCTION. AT MANCHESTER AVENUE GRADING SHALL CONSIST TL THE CONSTRUCTION OF ALL CUTS AND FILLS AS SHOWN 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD ON THESE PLANS AND OUTLINED IN THE EARTHWORK SPECIFICATIONS. ALL GRADING SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION DETAILS SHALL BE IN ACCORDANCE WITH THE CITY OF ENCINITAS GRADING ORDINANCE. STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED LEGEND REFERENCE SYMBOL QUANTITY BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. EROSION CONTROL NOTES - 2. THE SOILS REPORT TITLED GEOTECHNICAL EVALUATION AND LIMITED ENVIRONMENTAL S IT EN ° SDRSD DWG NUMBERS TESTING, TEMPLE SOLEL, 3575 MANCHESTER AVENUE, ENCINITAS, 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT (24 HOURS): < 6" CURB G-1 1,964 LF CALIFORNIA, PREPARED BY NINYO AND MOORE, INC. DATED OCTOBER 19, MARVIN FERRELL AT (619) ST� 24(o4-OR 6" CURB W/12" WALK G-1 MODIFIED 258 LF 2001 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL CONTRACTOR-TBD AT W MANCHESTER AVENUE GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE 6" CURB & GUTTER G-2 1,1$1 LF 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 - APRIL 15). ALL RET AINING WALL C-4, C-11, SHEET 11, 12 -- - - 8,940 SF LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT 5 (SPEC IAL PERMIT REQ D) STREET RIGHT-OF-WAY. SEPARATE APPROVALS AND PERMITS FOR THESE LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES SEE SHEET 2 WHEN RAIN IS IMMINENT. ASPHALT PAVEMENT 65,250 SF SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. OF SECTIONS 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF-SITE GRADING. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE Pi`` TYPE "A4" CURB INLET D-1 - 3 APPROVAL OF THE ENGINEERING INSPECTOR. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO TYPE "A" CLEANOUT D-9 - - - 7 PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF TYPE "F" CATCH BASIN D-7 = _ - 2 EXISTING PRIOR TO GRADING. PRODUCING RAINFALL Z 12" SQ. CATCH BASIN PER DETAIL S 6. THE CONTRACTOR SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS U -� PROPOSED CONTOUR 165 MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED AND MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETED GRADING Q REPLACED BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. VICINITY MAP W Of EXISTING CONTOUR ...... r>> 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY NOT TO SCALE EX. STREET LIGHTS 4"-12" PVC STORM DRAIN PIPE, SDR 35 SD DEVICES, INCLUDING SHORING, AND BE RESPONSIBLE FOR CONFORMING TO PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED 48"HA NCOR HI-Q CLASS 1 PERFORATED PIPE SD 365 LF ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS WATERS CREATE A HAZARDOUS CONDITION. AND REGULATIONS. 12"-PVC-150 510 LF-4" h1tl -: f , ,,,r • ,r,rz. , ?' t'ij[( ! ; ? l ',;'f;'fr;%;r-::, ; ' - . :.-s' -S yy',; fr .',-'.:r` ;' ?? ! SEWER MAIN WITH SIZE, TYPE AND CLASS NOTED S 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING / r. , , fr,,, ;; , ', ,« . :r .,;, ,rflr : t CO 623, LF-6" PLAN SHALL BE INCORPORATED HERE �i'l;r /It ','rgt;i`r=xlfl, t+i ; 1. / r; r 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE (1/2) MILE OF A ON ��x SEWER CLEANOUT t, Fr . ;',".. 8"-PVC-150 657 LF-4" STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN Ilr , , i,..t`' ; , ,N„T E i i f 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM ; , " - POTABLE OR RECYCLED WATER MAINS WITH SIZE W 72 LF-6 THE HOURS OF 5.30 P.M. AND 7.30 A.M. NOR ON SATURDAYS, SUNDAYS ;l`,i ` ,```1`,\ i ii;l`,`ti,.{ , . `,' ,,.,; : (r`;' ,`,r'Xr,'t "': ` _ „ „ THE FACE OF THE SLOPE AT Li ' : Ei",",\ t` \ ,`-i; ``' 1 ` 1!+';i't' ' I ; f „ f f �r i ,r. tj `' ii r TYPE AND CLASS NOTED,`PVC POCYVINYLCHLORIDE, 12 -DI-52 336 LF-8 AND CITY RECOGNIZED HOLIDAYS. THE CONCLUSION OF EACH WORK DAY. ;., t + , ,, ; ', la1l �t , ,t ' , , , j`f /j ' ;~ DI-DUCTILE IRON CML&C-CEMENT MORTAR LINED Ran/ ; \\ii:\ i \ `\\ : r ` i%,' & COATED STEEL OMWD E-3.1 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END , e\ .1, , l`,'o; „ I t 'r°r 1'owsr Jt;; rr !!i J , f ) 8" GV OF EACH WORKING DAY WHEN THE FIVE 5 DAY RAIN PROBABILITY FORECAST it , ,; /' \j+,`!' 'ti;; ` '` ` 1%'''' ` 1 ` "" r "' ". !r''" '` „ 'HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY O 1ky!;,I,' fi11 �i,`:, , ,„l " f F ! ' ` VALVE ASSEBLY, WITH SIZE AND TYPE AS NOTED 1 t , P,. ( j.#,, tt4, <, r ,rr ':,,",' ,; y , ..r� .., ' ,- r i r .', X. 12 AC-WATER INSPECTOR CIVIL ENGINEER SOILS ENGINEER GRADING CONTRACTOR, PALEONTOLOGIST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED I/ �ji't'=' + =,i t;l r „t r, ';` ; (GV-GATE VALVE, BV-BALL VALVE) OMWD D-2.3, 2.4 AFTER EACH RAINFALL f`r✓` ' ' s OMWD E-1.1 AND PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE CITY r. FHLl AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633-2770. :: r'i'r'' '; % 'r`% i;/ « � � / FIRE HYDRANT ASSEMBLY OMWD C-1.2 10, SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE �' '' %�/';,r r ! ':% '� % r . ; « : ,! / J W COVERAGE OF GRADED SLOPES 90% COVERAGE PRIOR TO NOVEMBER 15 "" f%� i . BLOW-OFF ASSEMBLY OMWD A-1.1 B0 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED ( ) r , =' r ;, ,;r;.' ; ;,; r .` „' I ',! 4 J y a CONSTRUCTION SITE WITHIN THIS PROJECT THE CONTRACTOR SHALL SUBMIT TO THE SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW INSTALLED IN ;".....r%/%f, ;; . ;' % j r. , ., 1,'. MAR A&VV •'i r ' ;; ;:Y'rrj, `„ r !r %/r: ..:�i., fi ;%,/,..�. r� ,Vf:,,.... r'/ `, r'. ' "� i.;r' �!r AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL , ,,; , ! .. MANUAL AIR REALEASE OR AIR VACUUM �- ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT /,r- /f /ff/ftftir ,• r yr,<r f W VALVE ASSEMBLY O CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF , t',/1•.I,','`',`„ "' 'r " i , + . j MWD A-- ROUTE. THE CONTRACTOR SHALL COMPLY WITH ALL CONDITIONS AND REQUIRE- „ ,: � `'f ,, %ryjrr. _ F WATERMAIN TEE P Ox P Ox FLANGE WITH MENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING CONSERVATION. ;J, ``, Ei,,. .,i.Iil ji';r,%'f '. ', , r,'r i " - = ' ':'l � ( / P/ Ox �` f W FLANGE VALVE) OMWD D-3.4 .,; ♦ t; �,1�\� E ,r 1,/(fr'� ,, rr�,.r!ri';i. ^.' .`.I�_ t, ``ti.v�� \ ,,1 E<;1:. r i ' � ,:.; ' ,, _� �- _ WATER AI TEE 0 LL OMWD C-1.2 LANDSCAPING- NOTES M N F (A P/0 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT ',: �`a' 1u i;tt';1E( Ifl'r11j r f'r'`,' t r` ; . t / . . r - A:,4" ';ir Z WATERMAIN CROSS (ALL P/0)) OMWD C-L2 PRIOR TO FINAL GRADING APPROVAL AND OR FINAL RELEASE OF SECURITY, -_' I Q D/OR ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH PLANS ff l'r;Ji' `r'` ,` E; i;, « ;€ j f, d ,' 'r % ; `` ' -' ` -- Al, REDUCER OMWD D-3.2 AN AS GRADED CERTIFICATION SHALL BE PROVIDED BY THE CONTRACTOR f, STATING: "THE GRADING UNDER PERMIT N0. 7435-I HAS BEEN PERFORMED APPROVED BY THE CITY ENGINEER. PLANS SHALL CONFORM TO THE CITY OF r „%J.rllr, ,I ft , X t 0 8 ;f. END CAP ASSEMBLY OMWD D-3.4 ENCINITAS GRADING ORDINANCE AND ALL ADOPTED LANDSCAPE AND � l � ,; , ,, ,�i �, l ^�� IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR '`.`��`` '�� '� ` r --- - - SHOWN ON THE ATTACHED AS-GRADED PLAN." THIS STATEMENT SHALL IRRIGATION STANDARDS. POTABLE WATER SERVICE OMWD B-1.1, 1.5 W J; ' ..'i �ff ' �r�i'", I i I ,1 ,,� rl , r f -_- f\ ".; ,I`\.,!.� :ili _ dTS BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER - .% f/ r �: � �' WHO CERTIFIES SUCH GRADING OPERATION. 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL SLOPES ; , f,;!/ ,,'/{ I1, ,/ ,.__ r f,t+l CATHODIC TEST STATION OMWD F-5 PRIOR TO OCTOBER 1 AND APRIL 15. / f f ;fl trr -, Vi DOUBLE CHECK DETECTOR ASSEMBLY OMWD C-3.2 NOTIFICATIONS KEY MAP GRADING NOTES PCC DRAINAGE CHANNEL D-75 MODIFIED \ SCALE 1 "=100' SLOPE (FILL) 2:1 MAX 360 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUC- LEGAL DESCRIPTION SLOPE (CUT) 2: 1 MAX 360 1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS TURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE .ENGINEER OR UNDER HIS DIRECTION. HE SHALL OBSERVE AND TEST THE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES A PORTION OF THE EAST 1/2, NORTHEAST 1/4, NORTHEAST 1/4, SECTION 26, T 13 S, CONCRETE SIDEWALK G-5 EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND EXCEPT AS SHOWN ON OUR PLANS, HOWEVER: R 4 W, S.B.M., IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CITY OF ENCINITAS COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO STATE OF CALIFORNIA AS SHOWN ON RECORD SURVEY THEREOF NO 15896. TRENCH RESURFACING AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON STD. DWG. COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT INSPECTIONS PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE, ASSESSOR'S PARCEL NUMBER: 261-150-38-00 IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS HEAVY BRUSHED TEXTURED CROSSWALK AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION ACCORDANCE WITH THE APPROVED GRADING PLANS AND THAT ALL AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK. SHEET INDEX ENVIRONMENTAL REVIEW NOTES EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED TITLE SHEET C01 SEWER PROFILES C13 1. STEEPEST EXISTING NATURAL SLOPE ON SITE IS 53%. USE. NOTES AND DETAILS CO2 SEWER PROFILES C14 2• MAXIMUM VERTICAL DEPTH OF CUT IS 33 FT. 3. MAXIMUM VERTICAL DEPTH OF FILL IS 11 FT. O 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO A. SEWERS - ENCINITAS SANITATION DISTRICT 760-633-2770 DETAILS CO3 STORMCEPTOR & PLANTER DRAIN DETAILS C15 4. AVERAGE DEPTH OF CUT IS 16.5 FT. N PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL B. GAS & ELECTRIC - SDG&E 619-438-6200 5. AVERAGE DEPTH OF FILL 5.5 FT. O CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES C. WATER -OLIVENHAIN MUNICIPAL WATER DISTRICT 760-753-6466 EXISTING TOPOGRAPHY C04 OLIVENHAIN MWD WATERLINE EASEMENT C16 OR TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES D. TELEPHONE - PACIFIC BELL 619-489-3441 DEMOLITION PLAN C05 OM WD WATERLINE PLAN/PROFILE C17 GRADING QUANTITY TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS E. CABLE T.V. 619-599-6063 GRADING PLAN C06 OMWD WATERLINE PLAN PROFILE C18 U INSTALLED. UTILITY PLAN C07 CURB PAINT FOR EFD C19 PURPOSES ONLY. ACTUAL QUANTITIES MAY VARY WITH SHRINKAGE, PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN F. UNDERGROUND SERVICE ALERT 800-422-4133 EARTHWORK QUANTITIES SHOWN ARE FOR ESTIMATING AND PERMIT 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEERS OFFICE 48 HOURS PRIOR TO HORIZONTAL CONTROL C08 SRW RETAINING WALL TITLE SHEET & NOTES C20 LOSSES DUE TO CLEARING OPERATIONS, COMPACTION, SETTLEMENT, ETC.. �+ 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BEGINNING OF ANY WORK ON THIS PROJECT. PHONE (760) 633-2770. CONTRACTOR SHOULD VERIFY QUANTITIES PRIOR TO BIDDING. �`LJ9 v~ BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETABLE HORIZONTAL CONTROL DATA C09 SRW RETAINING WALL PROFILE LOWER WALL C21 114'- 2 CUT =- 47,250 C.Y. NOTE: QUANTITIES PER OCT 3, 2002 SITE PLAN Z MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE 3. THE CONTRACTOR SHALL GIVE A 24 HOURS NOTICE ON ALL CALLS FOR EROSION CONTROL PLAN C10 SRW RETAINING WALL PROFILE UPPER WALL C22 FILL - 10;800 C.Y. a CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. INSPECTION. PHONE: (760) 633-2770. ALL WORK PERFORMED WITHOUT EXPORT = 36,450 Q.Y. V` LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. WALL PROFILES C11 SRW RETAINING WALL DETAIL AND SECTIONS C23 Z Q Ln' NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF WALL PROFILES C12 DECLARATION OF RESPONSIBLE CHARGE W (!7 0 6" AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE U' L1j OWNERS CERTIFICATE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS Z > o THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. SOILS ENGINEERS CERTIFICATE CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. , I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED 0 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO I, ERIK OLSEN, A REGISTERED CIVIL ENGINEER AND GEOTECHNICAL ENGINEER PRODUCE SMOOTH SURFACES AND UNIFORM CROSS-SECTIONS. THE SLOPES TO SUPERVI E 0 A DING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF ENCINITAS - - - - --- ------------- ---��-3 03 e \ c� IN THE STATE OF CALIFORNIA, HAVE REVIEWED THESE GRADING PLANS AND IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME AS ENGINEER OF WORK OF MY RESPONSIBILITIES ~ M OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR FOR PROJECT DESIGN. � \ TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND THIS PROJECT (REPORT BY NINYO & MOORE, DATED 10-19-01) HAVE BEEN E-1 c� ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER .INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. SIG ATURE DATE - -''' \ „ �' _ iI �1 EF LL- A ° EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO ONE COMPLETE COPY OF THE SOILS REPORT HAS BEEN SUBMITTED TO TEMPLE SOLEL OF NORTH SAN DIEGO COUNTY, INC., A CALIFORNIA NON-PROFIT CORPORATION BY: �' swrn� _ BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND THE OFFICE OF THE CITY ENGINEER. 552 SOUTH CAMINO REAL ENCINITAS, CA 92024 TIMOTHY J. HI {�N� R 419$ DATES' d 3 TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING EXPIRATION UA I�912-3.1 PH: (760 -436-6541 3434 FOURTH AVENUE TITLE a ORDINANCE. � t ) AS - W LT BURKE17 & WONG ENGINEERS TI I LE SI I EET • OLIVENHAIN MUNICIPAL WATER DISTRICT CLIVE: NHAIN IVUN CIP/AL 'I/ATER M<,;TRICI SAN DIEGO, CALIFORNIA 92103 QR��ESS�oN� "AS-BUILT" VI 5. ALL TREES, BRUSH, GRASS AND OTHER OBJECTIONAL MATERIAL SHALL BE BY: _____-_________-_________-- +� m COLLECTED PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE ERIK OLSEN, G.E. NO. 2218 '�� POTABLE WATER SYSTEM APPROVAL (619) 299-5550 �� J. y� �� W CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A EXPIRATION DATE: 3-31-04 No ! (OMWD W.O.# 434830 G. O(p J NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL NINYO AND MOORE N Approved by: BOYLE ENGINEERING CORPORATION C7 xt U' E RC1 53 "' Z 2-!G•o(� > OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER 5710 RUFFIN ROAD « I - �� ' m RC (r't�72 DATE: PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. Di trict s Consulting Engineer No. 54198 License Expires: o.e SAN DIEGO, CA 92123 Exp. 12-31-03 REVIEWED BY: c a (858) 576-1000 qF ENCINITAS FIRE DEPART. COMMUNITY SERVICES sT� ct \Q ; R. .ED atT(��?J SD��oINu be BY oZ lI3 BY.-4 �•/"3 rTF � W W t ` U DATE: z Note: Signature Expires 2 Years After Date SIGNATURE DATE SIGNATURE DATE �✓ �rYw (! C O 1 INSPECTOR NoText i I ENCINITAS SANITARY DISTRICT WATER NOTES: ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS 1 . POTABLE WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS AND MATERIALS ,/•.`%"/" / r l f;!/l!f ,/,.;;ff, f� ,; � ,=�frf,-�;, r ,r;'%f 2 , FOR PUBLIC WORKS CONSTRUCTION LATEST EDITION THE SAN DIEGO STANDARD !r ` r / !..fff ,r irfrrr rr/ r fiir ffrff r /' ffr (LATEST AS SPECIFIED IN THE MOST RECENT EDITION OF THE OLIVENHAIN MUNICIPAL WATER DISTRICT DISTRICT) SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS rrc... STANDARD SPECIFICATIONS AND DRAWINGS FOR THE CONSTRUCTION OF WATER MAINS AND FACILITIES, CONSTRUCTION, (ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE), ...... INCLUDING ALL AMENDMENTS ADOPTED PRIOR TO THE DISTRICT APPROVAL DATE OF THESE PLANS. THE SAN DIEGO REGIONAL STANDARD DRAWINGS (LATEST EDITION) AND THE r r/ r ;;. / CONTRACTOR SHALL HAVE A COPY OF THE STANDARD SPECIFICATIONS ON THE JOB SITE AT ALL TIMES. r1 FOLLOWING SPECIAL PROVISIONS: �`r TRUCK DRIVEWAY (TYP.) 2. THE SUBMISSION AND REVIEW OF ALL SUBMITTALS (SHOP DRAWINGS, SIX SETS) AS REQUIRED BY ,ffsf rr z� BL DG 5 1. TRENCH WIDTH SHALL BE PER SDRSD NO S-4 UNLESS OTHERWISE NOTED, rrif , fill l» THE STANDARD SPECIFICATIONS ARE TO BE ACCOMPLISHED PRIOR TO THE PRE-CONSTRUCTION MEETING 2. PIPE AND BEDDING CONDITIONS: WITH THE DISTRICT'S INSPECTOR. (A) ALL PIPE SHALL HAVE 4 MINIMUM OF 3/4 INCH CRUSHED ROCK BENEATH 3. UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL BE MADE DRY. THE TIME AND THE PIPE. DURATION OF ANY SHUTDOWNS OF EXISTING MAINS SHALL BE SUBJECT TO APPROVAL BY THE DISTRICT. DISTRICT SHALL BE NOTIFIED TWO WEEKS MINIMUM IN ADVANCE OF ANY SHUTDOWN. (B) V.C.P. AND A.B.S. TRUSS PIPE BEDDING FROM BOTTOM OF PIPE TO 12 INCHES MINIMUM ABOVE THE PIPE SHALL BE SAND, GRAVEL, CRUSHED 4. CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL ARRANGEMENTS FOR HIGH-LINING TEMPORARY AGGREGATE, NATIVE FREE-DRAINING GRANULAR MATERIAL HAVING A SAND SERVICES PRIOR TO SHUTDOWNS. NO SHUTDOWNS WILL BE SCHEDULED ON A MONDAY OR FRIDAY. J "r/�rf � lr;;; t•`Irr' EQUIVALENT OF 30 OR BETTER. r BLDG. • I ll l.'' 5. WITH CAL/OSHA. A COPY OF EXEMPTION CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK (C) P.V.C. AND A.B.S. SOLID WALL PIPE BEDDING FROM BOTTOM OF PIPE TO LETTER OR TRENCHING PERMIT, IF REQUIRED, SHALL BE SUBMITTED TO THE DISTRICT PRIOR TO 12 INCHES MINIMUM ABOVE THE PIPE SHALL BE 3/4 INCH CRUSHED ROCK. / CONSTRUCTION. A.B.S. SOLID WALL PIPE MAY BE USED ONLY WHERE PIPE INVERT GRADES 1% OR GREATER. 6. NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF DISTRICT'S INSPECTOR. CONTRACTOR SHALL NOTIFY THE DISTRICT INSPECTIONS DEPARTMENT 48 HOURS PRIOR TO THE BEGINNING OF WORK TO 3. AFTER COMPLETION OF PIPE LAYING, ALL MAIN LINE SEWERS, SEWER ar SERVICE LATERALS AND STRUCTURES SHALL BE TESTED IN THE PRESENCE OF ARRANGE FOR INSPECTION OF THE PROJECT. % ! CURB St NEW CURB BLDG, 3 THE INSPECTOR. AIR PRESSURE TEST SHALL BE USED UNLESS OTHERWISE � :ll rf•�l f'l DIRECTED BY THE INSPECTOR. 7. THE CONTRACTOR MUST CALL "DIG ALERT OF SOUTHERN CALIFORNIA" TO HAVE UNDERGROUND SERVICE UTILITIES LOCATED PRIOR TO CONSTRUCTION. THIS CALL WILL BE MADE AT LEAST 48 HOURS SECTION A-A r r 4. THE CONSTRUCTION OF P.C.C. SEWER MANHOLE SHALL BE PER SDRSD NO.S-17. IN ADVANCE PRIOR TO ANY WORK BEING PERFORMED IN THE PUBLIC RIGHT-OF-WAY. r/ POURED IN PLACE MANHOLE BASES SHALL BE A MONOLITHIC POUR FINISHED COMPLETE 24' FIRELANE - AT THE TIME OF THE POUR. PRECAST MANHOLE BASES ARE ACCEPTABLE FOR USE 8. ALL EXISTING FACILITIES WHICH MAY AFFECT PROJECT CONSTRUCTION, I.E.,LINE CROSSINGS, LINE 05� WITH 8-INCH COLLECTOR SYSTEMS WITH INSPECTOR'S APPROVAL. PARALLELING, OR PROPOSED CONNECTIONS SHALL BE FIELD VERIFIED. BLDG, 1. BLDG. 5. THE CONSTRUCTION OF 4-INCH SEWER LATERAL PER SDRSD NOS S-13 AND S-14. 9. THE CONTRACTOR SHALL FURNISH AND INSTALL PER THE STANDARD SPECIFICATIONS THE APPROPRIATE s�.• ss,,,,,;f°" LATERAL SHALL NOT DISCHARGE DIRECTLY INTO MANHOLE. BURIED UTILITY WARNING AND IDENTIFICATION TAPE ABOVE ALL PUBLIC WATER LINES INCLUDING WATER if .l19.� l�l<<<�jiii;:<;r'if:'.-':::ffif::f4..ff /ir..F,', LATERALS LOCATED IN THE PUBLIC RIGHT-OF-WAY. llllllllllll r nr ,•,�,Q ,v'.eyq�1.,:lll.,!!!!!./ll.�l�{`r.f:%•f.- q5�/l�:`!/llll i i l ll�i f! I: 6. THE CONSTRUCTION OF CONCRETE ANCHOR WALLS PER SDRSD N0. S-10, TYPE A. BLDG. 6 � ,�/,,;,;.;,,,:..;f; � ,�l;r,,,`-�, ,�j�f f c��"�ff �;,ff, /,�r ��r,,/ ,,•, 10. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP 0 PIPE • f fi f :f • °tam 7. ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH 42-INCH MINIMUM COVER. PROFILE IS 48-INCHES BELOW CENTERLINE OF FINISH GRADE OF STREET. B. THE FINAL LOCATION AND ELEVATION OF SEWER AND WATER MAINS AND LATERALS 11. ALL DEFLECTIONS (HORIZONTAL AND VERTICAL) SHALL BE MADE BY USE OF JOINT COUPLINGS WITH 4' SHALL BE SHOWN ON ORIGINAL AS-BUILT PLANS, PRIOR TO ACCEPTANCE OF WORK. MAXIMUM DEFLECTION PER COUPLING (2' PER JOINT). NO BENDING (CURVING) OF PIPE SHALL BE PERMITTED. 9 ENGINEER IN WRITINGSPRIOR TO ACCEPTANCE ILFOREPUBPC USE. 12.THE DISTRICT 12. MANUAL AIR RELEASES SHALL BE INSTALLED AT ALL HIGH POINTS AND BLOW-OFFS AT ALL LOW POINTS 23 ACCEPTANCE FOR THE UPROJECT. CONTRACTOR SHALL ER REPAIR OF ORNREPLACE ANY OR ALL SUCH EW OF ORK, INSET SITE PLAN IN THE WATER MAIN PROFILE. PLACE MANUAL AIR RELEASES AND BLOW-OFFS WITHIN METER BOX AND TOGETHER WITH ANY OTHER WORK WHICH MAY BE DISPLACED IN SO DOING THAT MAY PROVE SCALE: 1"=50' 10. FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE INSTALLATION. LOCATE BEHIND CURB UNLESS OTHERWISE APPROVED BY DISTRICT'S REPRESENTATIVE. FIRE HYDRANTS DEFECTIVE IN WORKMANSHIP AND/OR MATERIALS WITHIN ONE-YEAR PERIOD FROM THE DATE OF MAY BE USED IN LIEU OF A MANUAL AIR RELEASE OR BLOW-OFF WHEN LOCATED AT OR NEAR HIGH ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO THE DISTRICT, ORDINARY WEAR AND TEAR, UNUSUAL 11. THE CONTRACTOR SHALL NOTIFY THE DISTRICTS FIELD OPERATIONS DIVISION 48 OR LOW POINTS, AS APPROVED BY THE DISTRICT'S REPRESENTATIVE. ABUSE OR NEGLECT EXCEPTED. HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR INSPECTION OF PROJECT. PHONE NO. 633-2770. 13. INSTALL A MINIMUM 1 -INCH WATER SERVICE TO EACH LOT. METER TO BE LOCATED 5-FEET FROM A \ SIDE LOT LINE. A 3/4"-INCH HIGH LETTER "W" SHALL BE CHISELED IN TOP OF EXISTING CURB OR \�\\ 12. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE CITY'S ENGINEERING SERVICES IMPRINTED IN NEW CURB AT ALL WATER SERVICE CROSSINGS. STRAW ROLLS MUST BE PLACED \/ \ DEPARTMENT FOR ANY EXCAVATION WITHIN EXISTING CITY RIGHTS-OF-WAY. ALONG SLOPE CONTOURS �� 14. METER BOXES SHALL NOT BE PLACED WITHIN DRIVEWAYS OR SIDEWALKS WITHOUT THE DISTRICTS i ADJACENT ROLLS SHALL 13. THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL. WORK FOR A PRIOR WRITTEN CONSENT. / TIGHTLY ABUT PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE OF THE WORK BY THE OWNER AND SHALL REPAIR OR REPLACE ANY OR ALL SUCH WORK, 15. ALL WATER SERVICES FOR IRRIGATION, MULTIPLE RESIDENTIAL COMPLEXES, COMMERCIAL OR INDUSTRIAL TOGETHER WITH ANY OTHER WORK WHICH MAY BE DISPLACE IN SO DEVELOPMENT SHALL HAVE APPROVED BACKFLOW PREVENTION DEVICE ON CUSTOMER'S SIDE OF WATER J� DOING, THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND/OR METER. MATERIALS WITHIN THE ONE YEAR PERIOD FROM DATA OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO THE OWNER, EXCEPTING ORDINARY 16. CONTRACTOR SHALL TIE OFF ALL VALVE LOCATIONS AND PROVIDE WRITTEN DIMENSIONS TO INSPECTOR WEAR AND TEAR, UNUSUAL ABUSE OR NEGLECT. IMMEDIATELY UPON INSTALLATION OF VALVES. \ ` 17. LINE VALVES, WHERE REQUIRED AT STREET INTERSECTIONS SHALL BE LOCATED ON THE PROLONGATION FILTER FABRIC 14. CONTRACTOR SHALL FURNISH AND INSTALL, PER SPECIFICATIONS, THE ' APPROPRIATE BURIED UTILITY WARNING AND IDENTIFICATION TAPE OF THE STREET RIGHT-OF-WAY WHENEVER POSSIBLE. 3" TO 6" COARSE ABOVE ALL PUBLIC SEWER LINES, AND PORTIONS OF SEWER LATERALS AGGREGATE \\/i\ 10'-25' (3-8m) LOCATED WITHIN PUBLIC RIGHT-OF-WAY OR EASEMENTS. 18. FIRE HYDRANTS, AS APPROVED BY THE APPROPRIATE FIRE DISTRICT AND MEETING THE DISTRICT'S STANDARD SPECIFICATIONS, ARE TO BE INSTALLED AT LOCATIONS SPECIFIED BY THE FIRE DISTRICT. CONSTRUCT ENTRANCE WITH 3" TO 6" COARSE 15. "AS BUILT" DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE 19. ALL DESIGN CHANGES TO THE WATER SYSTEM SHALL BE APPROVED BY THE DISTRICT REPRESENTATIVE AGGREGATE OVER FILTER FABRIC AS SHOWN. OF THE WORK. IN WRITING PRIOR TO CONSTRUCTION AND ACCEPTANCE OF THE CHANGE. MIN. WIDTH=10', MIN. LENGTH=50'. �\ 16. THE DEVELOPER MAY BE REQUIRED TO GRADE AN ACCESS ROAD TO SPACING DEPENDS / 20. THE WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE WITH THE PROCEDURES IN THE MAINTAIN ANY PUBLIC SEWERS CONSTRUCTED WITHIN EASEMENTS AND STANDARD SPECIFICATIONS. THE CLASS OF PIPE SHALL BE USED AS THE DISIGNATED WORKING STABILIZED CONSTRUCTION ENTRANCE ON SOIL TYPE AND \\ MAY BE REQUIRE TO DEDICATE ADDITIONAL ACCESS EASEMENTS TO SLOPE STEEPNESS ri PRESSURE FOR TESTING ALL PIPE, VALVES, (CLOSED) AND APPURTENANCES. O NOT TO SCALE \\ \ SEDIMENT, ORGANIC MATTER, MAINTAIN THE PUBLIC SEWERS. AND NATIVE SEEDS ARE 21 . PIPELINES AND APPURTENANCES SHALL BE DISINFECTED IN ACCORDANCE WITH SECTION 15041 OF /// CAPTURED BEHIND TH� ROLLS. 17. WASTEWATER DISCHARGE PERMITS AND PLUMBING PERMITS ARE REQUIRED THE STANDARD SPECIFICATIONS PRIOR TO TIE-IN OR CONNECTION TO EXISTING SYSTEM FACILITIES. \\ PRIOR TO CONNECTION TO SYSTEM. BACTERIOLOGICAL QUALITY TEST RESULTS SHALL CONFORM TO THE CRITERIA SPECIFIED IN THAT \ �\\ i\ ii SPECIFICATION. O 1, SET POSTS AND EXCAVATE A 2. STAPLE WIRE FENCING TO NOTE: 22. CONTRACT RECORD DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF WORK. THE 4 BY 4 IN (10 BY 10 CM) THE POSTS. 1. STRAW ROLL INSTALLATION REQUIRES THE PLANS MUST PROVIDE POST CONSTRUCTION VERIFICATION OF THE LOCATION AND ELEVATION OF PIPES SEC l B-B TRENCH UPSLOPE FROM AND PLACEMENT AND SECURE STAKING OF THE ROLL IN Q AND APPURTENANCES. ALONG THE LINE OF POSTS. A TRENCH, 3"-5" (75-125mm) DEEP, DUG ON Q R/W R/W CONTOUR. RUNOFF MUST NOT BE ALLOWED TO RUN UNDER OR AROUND ROLL. U 6j LINE LINE n 10' 3"-5" (75-125mm) OU 0 2 4' WEIR SAND ILL D W_ \\ PRIME COAT (TYP.) BAGS (3 HIGH) 8"-10" DIA. r o API g - II _TIE \\/ (200-250mm) r" A ASPHALT CONCRETE tit Mqk �� -1i l ll!ILI!I 4 IN (10 CM) V) O GRAVEL BAGS OVERLAP - \ \ B + CLASS II ONTO CURB GRAVEL FILLED B / j " AGGREGATE BASE BAGS (2 HIGH) 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE N M \\� Q O 0 2» SUBGRADE COMPACTED SECTION C-C THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL. INTO THE TRENCH. 1 X 1 STAKE _ L0 N R�LATIVE DRY DENSITY R/W R/w STRAW ROLLS x 25mm) b� �95 PERCENT 3g: (25 SEE SOILS REPORT PAGE 16 - ---� 3F �I yy II FILTER FABRIC � O T C t0, C I� I�I I _ _ - O NOT TO SCALE LL 9 I I (Q / -III=III=III-I ;itiriiii:•i; WIRE -- 0) TRUCK DRIVEWAY (SEE INSET) CAR PARKING AREAS RUNOFF s/�� I 1TI III-III=III-_-111=111=1 IF, A = 3 A = 3 �N m ��/ Illlllllllill�llllllllllllllillllllll hill l NOTES AND DETAILSa B = 6" B = 4» / i' II-IIL III III=111_III- RoFESS�o > GAP BETWEEN BAGS U ACTS AS SPILLWAY THREE LAYERS OF GRAVEL BAGS �� AS- U LT�� j NEW A.C. PAVEMENT WITH ENDS OVERLAPPED ( z � Z'lL-iO4 w 3 No. C44976 o m 7) NOT TO SCALE A GRAVEL BAGS (IMPROVED STREETS( m RCE '�4 ?L DATE: z / � Q GRAVEL BAGS �B� SILT FENCE Exp. 3-31 06 A License Expires: �- �.• � � O NOT TO SCALE NOT TO SCALE O NOT TO SCALE A REVIEWED BY: O wV) z F CAL�FC W (n LLJ o C 0 2 INSPECTOR DATE: ? z CD REVISIONS APPROVE DATE REFERENCES DATE BENCH MARK SCALE DESIGNED BY DRAWN BY CHECKED BY Z O Lv6 APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. w a At 9c-pm S % Z 7 J PLANS PREPARED UNDER SUPERVISION OF RECOIvI�ENDED APR VE FOR: 71 '!435 - G DESCRIPTION: S.D. CO. STD. WELL MON. NOTES AN�D+j��,D�pE��T��AILI . ( o Q t T ao ID# 1875 HORIZONTAL AS NOTED DATE 6 5 C BY / L'" BY: _ rlJiJl111 . .� . i •r,� , LOCATION: AT THE TNT. EL CAMINO REAL AND MANCHESTER AVE., EST.01/01/72 R.C.E. NO., C44976 CITY ENGINEER ��Tr��r f� / RECORD FROM: SAN DIEGO COUNTY VERTICAL ENGINEER DA rr. T/� / „Z DATE: °/ D3 1rJC�1\1+117:w72; Af � � *� ELEVATION: 72.93 M.S.L. DATUM: NADV 29 EXP. 03-31-06 �T TT°�- WORK PROJECT NO. SHEET 2AOF 23 CAD FILE.' 7499_CO2.DWG PROJ.# 7499 2' VEHICLE 2' VEHICLE OVERHANG OVERHANG 1 . CAST IRON FLAT GRATE LAWN AREAS SECTION OF 12' 2' CAST IRON 3' 2. CAST IRON FLAT GRATE (RATED FOR H-20 LOADING) PAVED AREAS METALLIC OR CAP GATE CAP AC PAV MENT 3. PLASTIC ATRIUM GRATE -NDS#78 BLACK OR EQUAL OTHER PLANTING AREAS PLASTIC PIPE 1'-0' x 3' CONCRETE SWALE PER SHEET 2 SECTION 4. BRASS FLAT GRATES 3' 470-C-2000 CONCRETE OR IE PER PLAN HARDSCAPE AREAS 3' 2500PSI, AIR PLACED CONCRETE TOP OF GRATE 1 WITH 1-1/2' x 1-1/2" 17 GAGE TOP OF ELEV. ON PLAN NOTES: 1 • 1 ' ° STUCCO NETTING, WALL 1 . ALL GRATES SHALL BE VANDAL PROOF IN TWO PLACES ° CONCRETE 2. ALL GRATES IN PAVED AREAS SHALL COMPLY WITH CURRENT ADA SPECIFICATIONS ° SHOP ° 6'MIN 3. ALL NON-BRASS GRATES SHALL BE GALVANIZED, WHERE APPLICBLE. ° TO GRAIN 0ph12" �� —I FINISHED GRADE PER PLAN ;III; DRAIN PIPE- 6' CURB LONG TURN SIZE AS SHOWN 6' CURB AND GUTTER PER SDRSD -1 1/4 BEND fo SEE PLAN FOR SIZE N PLANS PER SDRSD 0-2 AC PAVEMENT 45° BEND 3• PER SHEET 2 SECTION WYE 45° WYE STORM DRAIN SECTION OF PARKING LOT FINGER (� NTS J SIZE PER PLAN FLOW FLOW MODIFIED DOWN DITCH SIZE AS NTS FL PER PLAN LAN 10.60' 4,10' AREA DRAIN PVT. NO SCALE 1 O Ln 1.90' GEOTEXTILE- 4 SIDE WRAP Y5 481iANCOR 111-Q• CLASS 1 PERFORMED PIPE 15 0' R=2,z5' TOP NON PLANS AS DRAIN CLEANOUT o 00 SHOWN ON PLANS O N.D.S. #1212 12'x12' NOT TO SCALE 0�0 OOD CRUSHED STONE ABS DRAIN GRATE GREEN � 0 N,D,S, #1218 12' ABS o o WH 50% MIN. PARKING LOT FINGER O INVERT ELEV 0 O O O 1 -FT SIDEWALK TOP ELEV, - 1' 0�Q62 OO OO NTS 10 O PLASTIC DRAIN PIPE 0 00 b AS SHOWN ON PLANS 0600 Oo OOOOOoO000000 OO�OOOO CAST IN PLACE 0 CONCRETE BASE OOOOOOO D I N INLET SECTION OF 12' 2' CAST IRON METALLIC OR GATE CAP NOT TO SCALE 2 PLASTIC PIPE CAP 125 54.O D 12, 1 ' 78• 1 1 ° Qa° CONCRETE 64 PROVIDES 22.5CF/LF TOTAL STORAGE `S 56i • NOTE, FOR 2 PARALLEL PIPES - GEOTEXTILE WRAP IS TO THE OUTER BOUNDARY SIDES, 60 1 DETENTION RETENTION SECTION SEWER PIPE- z z CAST IRON GRATE AND FRAME LONG TURN SIZE AS SHOWN NTS 1/4 BEND ON PLANS a Q *2% HEEL PROOF, FOR TRAFFIC RATED � � WHERE APPLICABLE q q 56 U U 'T,G,' OR 45° WYE w w 10.00 "TOP'PER PLAN PROVIDE CONSTRUCTION ~ ~ z ? CD _ nstig Q JOINTS PER STD, DWG'S Q PRECAST G-9, G-10 52 ..-� - ...- .-. �. .-_.._. _ _..-- (lJ w PAVEMENT = _ EXTENSIO ¢ CURB AC PAVING- Ln U PRECAST BOX I ACK THICKNESS PER 5 > a > w w Q QUICKSET OR EQUAL SIZE AS TACK 3'-0" COAT PLAN U ° e COAT 1/2'R CT° ° w LAN 0-3/4 1/4' LIP'F.L,' PER m PLAN ° < 6 + THICKNESS PER /y l7° w W CD STORM DRAIN eo < PLAN V W� PER PLAN a a '" Y ° °D P °d a ° SCALES, H❑R, 1'=20' 1 w A' 12' VER. 1'=4' Z u � CAST IN PLACE BASE ° °C W 0 ° SLOPE TO DRAIN m 45° BEND WYE AGGREGATE BASE Z j 75 O Cp CD STORM DRAIN SUBGRADE COMPACTE _ U SIZE PER PLAN SEWER CLEANOUT I PER SPECIFICATIONS, � � U7) FLOW FLOW NOT TO SCALE 5 H xLL_ a CONCRETE SWALE 8 x FL PER PLAN NTS DETAILS P4 M crl cj) fYl ('') PRECAST CONCRETE CB Z NO SCALE 9QRpfESSI0N9< "AS-BUILT'' J dam- �~`� ��n �yc' 2°lL �(, Q w No. 54198 A License Expires:RC ®�� DATE, Z ° * REVIEWED BY: cn o/ Exp, 12-31-03 Jj, CIVIL tiQ' W CO Z ° qTF OF f� , r REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE DESIGNED BY DRAWN B °� v O INSPECTOR z Z SPECIAL DISTRICT T H Y CHECKED BY DATE: APPROVALS Q CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. w Q � DESCRIPTION: S.D. CO. STD. WELL MON. APPR D O ID# 1875 NTS PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED s LOCATION: AT THE INT. EL GAMING REAL HORIZONTAL DATE DI-3O-OZj BY: DETAILS FOR: o AND MANCHESTER AVE., EST.01/01/72 BY: rnT �T `t RECORD FROM: SAN DIEGO COUNTY VERTICAL A�"�O R.C.E. NO. , 54198 CITY ENGINEER SO LM ELEVATION: 72.93 M.S.L. DATUM: NADV 29 TIMO J. HI F1S DATE: 2-,L _ 3 DATE: z� irJC�L�ICi1G71iilt AYi'i. EXP. 12-31-03 t FNCINHAS WORK PROJECT NO. SHEET 3 OF CAD nL 0, m « 0; CA ui <� ._, rt yy (," 0 0 � �� I W 1 C:T I{I{� i r I , ,.,, I , U Z , / / / i / ,� ' I' , i ; , - i / / . ' / , I J i z --- - _. J f D �u ' / I J i I -_ .r J(J, f ' i i i D CO I j 1 /// /� / / 1 e'• (� / /' / /J r i I : r , / r. ( co-� I r, -._.- . / ; , : ; ,,:. �� , W M f /:,,,.,,., ,-- I / I l �I ,/ to ./ ,.. . / , i : A,. /' / mgt-{� ! (n t , r , / r*f / - �cn z co r i V' g ,. , , l / / �`' f r f : o 11 I f , f' 7 ; r T,11 i d I' ; m"I I ,' / / 1 - / i / i- I / r , / / _, x , » / / , r, OD ' -I T--- r / �/ ( 0 09<7 R.0'sS. 15896 %; I , ' 9 25. 3 W i / o �' r'' o'er 11 1 , -0 f' #1 N .89 W —DOE Cn / , ' / - : : , - — 'OE OE" pD cfl/'' 11 1. - ,' / i1 OE ,— --� f - - - : �' T - — _ _ _ Jam^_ _ _ _ _ _ _ °- — - - - ' - - - - f' �' 11 ; 1 : I t l , / /� N _ N AAA RAVE II 5 ; OE . . / Md { ,. : �j j z; , I: rnl \ . / I �, ; �. - ,' J. D;m;o; (J t , I z ° g: p _.# m 1 JoE \ \ i t r N' - t / / t ' O < m o ; A I \1 \ 2 \ t i II / ,' / GRAVEL r v o �°' / cn to rh - m m `i Q 3 OW � � Z _ — i — — 1_ �'SL — , , !! 1 ' W (O `, i , t \ „ , , : m -jam. - - -r- -r- _ — yam - - �_ — — — - - - - — _ - g, ♦ , ' � , I / O m �/ O T D ` 1 W, m o w �:: F rn ti, l - I �7 O% O 3 , I „ I n � �_ 1 ~ z o m ° �7` to .1-1 ,, ,., 1 ,♦ %' ♦ ♦ 'CO ,��c�3 ; :/ .Z�7 ..,� t -I '� ,� / O .s\ I I Ir ,! ,� (n { .t \ ` `�\ t + ;573 , ! D C m / -f`" # m I � m c� , , , l rn o , / -r- O v MD •11 5 / '� t '-, -` ' i f 0 Z 1�5 _A ' W Z7 ,� Z O N I 1i / I t- r/ `'' , , I 1 : , / \, .\ t ,' `l \ i , 00 i O Z D W m% I t / / / r , - t , ; r : , , : r ' , ' Y I , - / �-'' I t : : : / 1 / / 1 / r�r N , / /, , / %f/ J/ ; , /11 I 11 0 / f n • J, r f i /` , .m --, rr- / %" / - I -I "I " ;, , r. � �, '; , i - f / I r � r / ,h W ,r . ' -',;r,' , , r - . - p I 11 11 I t,f . / _ I ! r I I "I` : : , r r'I 10 ,I . _ 1' - 1:,- , , IJ r , . -.. ",, 1 ter' �;-_ --. i b`11 / // / / L 11/ / 4"'/ / ' ! / �i D ,r , - ,. ;: .; ,' .' :"' -�" .fir ' , ' ,' ,' i .% !' „- G - , r / , / / I / / G . z 11 `, -! \ r" f / ��I 11 } = r / r. c 1" PX-- If ' ; / j ;; , f'/., r F f . / / / . I , ' / ; I / r r , ", / N n r , / r A ;r �i m � � j , ,' / , , I r �, _ m - - ' , . /;, , , ; I rn , , >11 O / ' ; l / / f - - -� f` ,/' j D I , '' , v - " ' 11,-' r" r ,m I 11, / / ' r ! f' ! x I Nto II II 11 r (b I , , / I , / ; f may , , , r , w rn#11/ ' r , r , , r , � O °0 �3 ,. �/ I . i / -/ �r . rte' , / r`' _ - O /r f ! / ! °o -I- cn , I / I/ I t / f t I �' i .r , r^' O ^ W O CD i % - , / / / / I / , r , / �I r f Lrj � . ; , r . _'' (p / i f 3 m J / n 11\ ` Ip / r , ,. / , 1 / r o - f` ` \ : , f' r i \ � / i ,f , r r- 1 , , ' / _ �, \ , ', ` i I ' ! /' 164. O D r A ; 1 ' , i // i BASIS . 11 B OF BEARINGS , 1 , r rr. o .. , , , f r" , \. \ , „ ♦ I , \ I I c . 1 I BASIS OF BEARINGS FOR THIS SURVEY IS THE NORTHERLY"- • ` \,' ; N \ %" - y I W PROPERTY - \ `.,_,, / v , . , . , . I „ , , I / - 00 0 LINE AS SHOWN ON RECORD OF SURVEY MAP T 11, , � _ N0. 15896. A� I . m i ' ; / I �- I • t \ k7, b I � „ v, , , , �. m; f ice' ---,' I.E. NORTH 89 25 36 WEST. w'. ;: , , : �, = i I N 1,9a♦I � , �: - . _ _,.. ti /' (_ ; '-11_ 1 // �_ ) !♦. , , r f w f w -0 11 , ,I I M \� / . `.," . , / I / -. , .� / , r , 1 I / 1 11 -_.. -. I m, , i ; f t 11 -„ . r ! I : I i 1 m N Y�J / ".. ti� - "1 ” - i r r / 71 UTILITY NOTE , `,\ ,� , : �� I i 71 O m f / . / 1 / DIR DRIVEWAY /1 I ' ,, 1 cu THE LOCATIONS OF UNDERGROUND UTILITIES AS SHOWN / , - - , f ; / i / t / uk f / 1 t §09. 79 R. O:S. -15896 �, r77 �. 9 25: 3 ,�/ r- i ,' Y Y r f : - Y I /i / Q � -u`* 6 0 g. % f ! J � � 8 f - OE c�OE I l , , , - 1 / 7" �i__ - � - - - 0/E - *' OE D c0 T l t C 1 r ' 0 / t I - I 11 I ; ; I i { t t 1 ` - ` ,.� # 4 ' `\ ' : : ' t / ti i , .v t - : , 1 11 / z ; / I 1 JJ , 11 \ 1 1 r , % l # r O.;' i r 1 �, ri i , , _ J m I / / I i I f i m 8 l \ f I 3 r� r%, - - f z � y , t 1 - f 1 # , , , s .' : , 'T j T ' ; , i - - .---__._ ._..... 11 I , � : , ; 18' 1 ; -I W ` \ s -`, '', I I j r' / W/ MM ,,.� ,.; \ t r Y.I�+l I f \ I �r r f 4%♦ , �., `., , I r 'l V , , \ t , t , i , j I ,,� \ , 9. .��, - l • , V ♦ I �.,� ,. t , ... A � t , , , ,., A 1 1 m V r `.., `, A A I 1 / r ,11 �, v r , '00 / , „ _1{-� - 17 � v - _. 9 ' i ♦ ,.., .. : , : , N I I { € fTl I \ I \ m m / D µ ( 4 S I t ! I%, m - m f 1 " t, z' r f m I , . - i f IF` 1 ,I t,\ \ % d0 N : I 1 , , D_ ,' � cn rrl \ , , , 1 - r I 1 �, z 10 . " I I 1 1/ / ' 11 ; € I I (17 f ! ; r t, / , 0 I X71 ; i I i : ; , 12 - r 11 fTl , / / , , ; r ' f r i W 11 ' / f I / j.r / / % i '/ !� r ! / I r t+ i m /' ;` 14 /11 I .. f ' ' ,11 j / , f 1 //I 11 / / / / r , / / " , / ,1' 3 / ' r = / / / �I' ll�7 J t� 1 ; w -r , , , f f// / "" I I I , I/ "I "I / /I N I I - , I 1 I I I I I "I', , I , "" ��re�(of� 11 i 1 ' r / -"" - \ , _ - D �. ,: _ : - ' �♦' - //,'' ; / / r ,. - Z �- /, 11 :.. 1,l r / J I / r ..,a -- / - / , , / ; - r i ..^ - fj i /� ; ". / , / , m 7 ,/ I /, r : r t i 1,f r , / V 1 r I / / , : . ,,: - .:.! , E a , / i f , . ,' f - t Pl I` /; A, / v . ; ! / w I 'll t_r,. ,' ' I /' ,, , r / / /' G / f / f �G 1 P X : / p -I r > :' G G j`f / i - r f / "I I ct4 ! - r r I . J A / 4Ji / r 11 L r � ! / / / i , t ' / / ,r : -i, 11 l : , " ,r / / 1 r" {/t�\� ,rY �q " / / / J ..:, / ./ / r ; i ; , / / : : ,/ y,:. �� , r" HIV 0 ". � :'�� Jam" Jl" I/ / r 1I ;' i , : ," - ,r` „' /` f ' _ / / ."' - _11/ / r ; / J f , i j / : t / r = / ; / / f / r/ t / J /" ,,' .rte...I'll f // j^+� 7 - f , I / / / , / .% - / rl , , j , : _ , / s s - r t /' \ , r t ; i : : : r ' J - ' - . . /' : , ; : , \ , f / / /� , / / f I / i I 11 r 1 f r" \ ♦ � ' 11 1,',. ` \ / / . ; Jf/ , ; f 1 11 r o� \ 1 11 , _ J / / �. , i r „ , ♦ ,v ; 1\ z J - , s / , v , , , / f r / - ♦ - '\. - "11� / ♦I 1, , f , ;: , ' \ -- i : : ;' + / ( -`\I "I/ / \l / ci , `� , r� i \y rf ,v v , ` % . t I �-I t .j, I I i i ." cbc., \,11 I •/ " " / I " - � \ "I 'll ,_�,_�,,,, I " - - I- li � \1 ` " 1. `i N o j \ Irl J f/ f I \ , 1. : / t / i (,' `. , : I 1 ``, `\ ' \ 1, , 1 ,. t I : - r ' - 7: I"Tl : t , U i CD r' t I � �: / s ; _ i / , �. O , , 19 Lij I _ - ,I J-Lil' ICI Cu , ,11 I, ; / --- /�� J j/. pq O � 1 r / // f D z+ it m: + , d7 i--i cu Y .\ ..;``.^ ; / JJ / / : i 6 € m. i It , / / .. i/11 , , 1-� / / ; i J f m r ., : I i ..-. /' : I ti ',. ' t : 1 : s : + i' y I I .".. r / , / , , , /' fTt i-P F-� / / i - f o r,� f , / O ICJ In I � / v , fT7 J % - 20 1 __ , o -� J , . I 21 ' -® U - , :e '/ / C7 j � , ,, _____ "- I ,'' i i D I R . / ,71 ✓ T DRIVEWAY I I � m - _...... r r _.. I� m - , �. ._ _ - - - - _ __..- . . - , r 7, - - - - - - - _ , I / e / � 1 �T , .- / / i f S! / r . f : i / �. LL r .- / $ 255, : r / - 650. 88 m i d _ I ; 1 t r' / % I I / / ' , ff N �: / j ar / , " rf j 6 50. 8 3 R. O. --1"�'� J Izi- DEItflLITIQ S ITE=MS. - _ ___- - S. 15896 - r j8 2/� , zf , , / I f , � -- DIRT DRIVEWAY X 1. REMOVE EXISTI G INTERIOR FENCE (424LFt) ` n 11 GAS SERVICE LINE TO METER IN R-O-W 256LF± l\ � m m \-/ U ( ) 7. RAISE OR LOWER EXISTING GAS VALVE WELL (5EE 14. REMOVE EXISTING 24'PEPPER TREE c°u „ Is 2. REMOVE 1 PX 3. REMOVE AND CAP AT STREET MAIM EXISTING WATER SERVICE TO IMPROVEMENT PLAN) 15. REMOVE EXISTING 24-TREE ° QRpFESSIO DEMOLITION PLAN as-BUi T a) OLIVENHAIN MUNICIPAL WATER DISTRICT STANDARDS 8. REMOVE EXISTING PARKING GRAVEL w 49 J. 9� W 75� REMOVE PIPING FROM MAIN UP TO WATER METER. (SEE GRADIN''G PLAN) 16. REMOVE EXISTING 8"PINE TREE I H COORDINATE WITH OLIVENHAIN MUNICIPAL WATER DISTRICT. 9. REMOVE EXISTING FRUIT STAND BUILDINGS. ¢ �� r 12 1 17. REMOVE EXISTING 8"PINE TREE ti� ccr 2� 2'«O� Q � 4. REMOVE EXISTING FENCE ALONG MANCHESTER AVENUE (288±) 10. REMOVE EXISTING TRAILER. 18, REMOVE EXISTING 2-12"PINE TREES 0 " ~ N z RICE 4'f'172- DATE: z w No, 54198 m License Expires: ,® ,I- 5. REMOVE EXISTING TRAFFIC SIGNAL POLE FOR SOUTH BOUND TREES: 19. REMOVE EXISTING 6-8"PINE TREES 0 A (n Exp, 12-31-0 REVIEWED BY: - o TRAFFIC (SEE IMPROVEMENT PLANS) 11. REMOVE EXISTING 24 PINE TREE 20. REMOVE EXISTING 36"PEPPER TREE Z O 6. REMOVE EXISTING ELECTRICAL/TELEPHONE POLE PER 12, REMOVE EXISTING 24"PINE TREE 21. REMOVE EXISTING 36"PEPPER TREE �T9 1 I W (n SDG&E STANDARDS. 13. REMOVE EXISTING 18"PINE TREE 22, REMOVE EXISTING 24"PEPPER TREE A C 5 INSPECTOR DATE: z oz TJM C� rl- REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DR ING N0. w Lo DESCRIPTION: S.D. CO. STD. WELL MON. » > PLANS PREPARED UNDER SUPERVISION OF 2 RECD DEp APP DEMOLITION PLAN FOR: �1 LOCATION: AT THE HE71NT. EL CAMINO REAL HORIZONTAL 1 =20 DATE i M-07'0-5 BY: AL1 /--- BY: �nT �T `t G D_ AND MANCHESTER AVE., EST.01/01/72 CITY ENGINEER � SOL j� �T �7�r�+ RECORD FROM: SAN dIEGO COUNTY VERTICAL NA R.C.E. NO., 54198 DATE: 2/23/0 DATE: S 0 1rJL'fl\C ' r'I'�ilt AYti.� �il�lCi1�111 ACS ELEVATION: 72.93 M.S.L. DATUM: NADV 29 TIM Y J. INS EXP. 12-31-03 l]►7 WORK PROJECT N0. SHEEI 5 OF 23 CAD FILE: 7499-C04-5.DWG OJ.# 7499 i >� : % PED. RAMPS i t l f l r <,, SIN TYPEF RAMPS / % CATCH BA , M'ODIF1 "D PFD DWG ? / i ; PER'iMPRV. SDRSD D-7 ' � PER � r � TYPE PER: " PRVMNT ESMT. TOE. Y , r DRAIN _'t , : ; i ^,.V • � � , i / � , J / ; P:O.C. WALL FND _ -O- J_4 1 M R DOC-C E = -� OF 5;i�, E OOTG ENT'- - 1 AIL' EASE „ f_ 0 L ,. 7 it f 1 - \ , t -- I ', ! 1 1 , r '" • ' r � i` 0.897 r` ...' i r I I „ �. i C. SALE w , 6""CURB ASE EN 18 MODI IED CON W / . TRAIL E M T i o 3... RDRAIN 4 . SDRSD G-1 TYP} 70 CITY OF ENCINITAS _ � , # 3"UNDE DRAIN. rr : PER DE lr� . RE .SDRSD GY 2 _. r'. 7 . i. ! i CUMENT 20or Of49d �., ''' PER D(J �_ \ RSD D-27 % . 80.53 P ~'2 75.10TC 3' 73. 1FL. : PER DETAIL 8 ; CUR INLET TilPE-B } .Zpp 8 TR , EASEME PER SD 80.54TP y 79. OIE r. of PE to - B - RECORDED $ 3 ro 77 67 , ; - LE 041 1.. TC \ ET SWA 8. 8 1.0 74.6'OTP CONCRETE SWAL fYP { L_4, FT. DER bRSD D 2 l OT - - ONCR Fa 90 21.5 - O"- _ .? ERDRAIN 6 CURB•&GUTTER' TC- 3.50 f: 12. 1 F R DET IL 1 2 TN PE A '. 94.17 _ •� ; 27 .'' � 1: � , .- r 8'b TC ER RSD D 5TP--- DRSD G-2 . 80.747 4 73.7 ER S 72.�7FL \ 0 1:24TC' / _ 76.6 IE 74',25TC, 66 51 12.OL�,_) _.... a....- .... -..i -.-... TRAIL. S A1F. . 3 UND RDRAI 8 f , 6 PER 6DRS .D �7- � lE \ , 84.75TP . RA9 , ASEM a : 7415TP , •#, k F 1 83.31 T > ° : I t a: i t... t. 5.25TC . r` ° .� , 74.65TC' 73:857 o � , O 9 .281.1=' r _ � 1 -'; �' , i .35 f 110.001 F u O ti 84.90TP 1 FF�`76.6� i . _ 3 1; p � i I g•{�,`gQ0 �TORI� `(.'EPT�I RIM I CLASS \ 7115 - t AIL SIGN , TTr. a' , I „xx+.., , 7 » \ .-.., a _..y , I 3 UNDERQRAIN 8 .1671' r r ! r t i - OP74.84 .. °.t ;� 12 IN 1 . y , . , � ie.ee FF � ;i 6 C4EANOUT T \; ' . 1 66. 21� a PER SDRSD' S=27 85.661G � 4 B G. 76.60TP 6.6`0TP # 1 t 85,281 85.5QTP B 5 P.0. TO FN 7Q.60TP' 1 ?3.95F / / SIGH T,_ ANlE; CLEAR OO.TC' . 54.44LF 0 a d \\ 85.62;TP 6.60TP f # ! : 1 _. 3" UNDERDRA d ! 74:50T.0 ZQNE.; DSAPINC , `; , � r a<�.rs ° .~H 6.60 � I , 1: ,�, j 3 _ . s 76. 7 ".45 76.4 i ,PER SDRSD q 27 76.7OTP a J .7- .DOS OT T6 LXCEEDI2 „NIGH r--- 76.4 P r �k ` �• 85.74-IE, -ra ( ° r., ND NQ "SIGNA� _ I _ 75.06TC .��(7�] ' ° J , a / ,,9 rH. a "< 3fiG P A 75.5 IS A :8 I 'Sri--I � r., o. IiV l 9TP; C - 76;:4 � S � 69TP 1 i 76. o � t O o R-2 � . 0 OLEANOUT . , , .60'TP � y # i STORM D AI y; • � S � ,' 77 AIL IGNS .4F ,� P / �<;!�, » �; 5 pE !SDRSD D_ 9 a o; WAL 93; 9 0 6 CLEANOUT-TOP76.29 75.4 IC 773 9 IM t j^ a 841E 9 IED CONC. $ E ° v'L Y10 Ir` ,' °, „ 76.49 fP R r 72.31' IE-4 PV�f .,% 74 92FS i 58.951H 4" U h PER r` 8. 12 ,OPVC ATRIUM S� M, �I l 76.49 6. » d 7 c5"'TC /, , I 2- 2 OPVC ATRIUM 2 95tE }� DRAIN-TG 7 .54 1 », CLEANOUT-TG75:95 rf." 75.Q3FS. ) # I TO _ r o } - PVC : p 6 CLEANOUT--TOP7B.3 DRAII�s TG" 74v1 E-4"PVC f 73.$27 / 4.5 If 4 P r 73 25 » PLANTING t i f - ,� rl 70.77 IE-6 VC PER, A1.O' r 1 38;IE r Pr A � ° {_ r ' 71 6;PVC f AY ARE ; 1, a 1 U , 76.4ATP N. . . r f O A ° i / / 75.4 C UNDE`RDRAI r 8Z.11TC". :: r . ,, r;. ' S ,� ,' ,.� O 817 / PER ;ORS D mo W „• 77,0 FS » \ ft':• 11LF-4.PVC j' � , 4.,'PCC SI 7�5FS I _ - o .. :•' , 4 PVC i / 88TP - v-": R SD D 'G . 5 .TYP.` r c, �, :. ; .- _. 86.84TC :,-. , , a 13.3 �• PF , : ` � ; .•.: . .. N'"_°� -, - -~ - . ._., r 'GO A 75.2"57C. a - I � pVG ; _ i G 74:75F5 . }t1 4.04E 6 C � J , 74.40FS �I :• r Q T1 rr n BLIJU,,, . f » r 71 30TC' i ?I 87:33TP 77.02FS _- ,, (TYPIC -8 CLE`A UT TOP73F51 � !M oa vP a y> 74.3 i' d., - O . 7 a J 70.80FS ,. � %" 66..09 IE =6 PV TC _ �. .,, ,. ,. :,' -�_ :' % 74.4 r t \ 4 ✓� >. 12-mPVG ATRIUM i 0.4 .I 6 'PVC; �. !� .- ,' 7� ." � ; ,' U L., - ,- " . :- . 4?. ,, ,, :" 7 r 74.18FS 7'1.5 j r ; C, 11.1. W. -� to r d I . i W 3- RISERS / a r s . 101.677E 4.5 IE 6 P,VC ° � , , a 73 677E :- I . W . r "� �• ; Q ...w 87.4 TP ='W _.I ..-- - (r 4:50• 4.35TP 3 P . GAR !U t - l•J 7 . r / a 017 7 4 Dx f / 88.04TC . $. t,..,.. - 4 171E' \ _ 93. .51 E8' 73 ES.• ': C - 0 . HAIN INK F7=NCE , C ,L 3 UNDERDRA N'' d < %" � 1. T - 7 i SEE+ARH:iDW S.,' / R SDRSD D 2 71.1SFS = U 87.90 75TOP / ; v ,, D .rt L 2 t $8.17TP � _ ,4 .R• ,, d 3.43 !. w . i •. E � � .. ,. ' " - 4.41 .- P ,, .' a 3T 1.377 .: U I ,PLASTI DRA1 INL,l=T $,19TP e 8ATRIUM ;DRAI i 8 -� f ,;' ; ,, :. :, �'A.:. ?AMR'" 1 ; q h 72:T3T j ; 7 v, r j 0.87FS /'; ,"' ;'" + 1pJ.8TG, a .23TC -' :6T 73.OIE;" • 6. 4. 76 G; 76.43FS 9T! ,:.;. : FS' "• .. :' u . ° 73 TC 71.63E � �..; t , Z 11 I 7 P aNr Z.1.:77TC •> . .. 74.1.4FS \ _; F- / ATRIUM "D AIN;' � � 4 r , , 88.17.TP 8 8 5 AR 73.'28FS 0.89FS 4 y � a " � 'a 8FS' OY 1 r; . . L ANOUT TOP76 82 rn 71 u � cv •. 7 :287 F-• I' ry E 66.09 IE 1, PV � . . r . 7L96TC rn, € k � a n . 71.78F5. .... / A l LEANSF� - PV I c 3 TEMPQRARY ETAITIING YV f , 8.35TP;.'a. 4 » 70:49 IE S 72.787 5 '" '71.46FS, z zof I r P^72.791E 77.02E NUT 6.62.cF % » 76.§70 d - 72.2 F U I III o . 97TOP 27.8LF 4 PVC r / F-6 , L;%Fl = 2.527 r - TW94A7 Tp 8$.0 / r % }9. pp FF 76.,62 > 7 ! . 71.75TG 77.O2FS. ® a' 1":41:IE a T S 7 TC a .; ..ear ��. - e / @?T e 2.02FS . 71:25F z f 12 LE 'GTH 72.2 S 2:48 :.".13 C .. to k- ai : -� 8,'x�. ' . 'P1;t� i�1 ' J , , , N ; a � - BLBG. 3 � .N 71.6$7! . � . �� o . i , : , -: : ' ! : 1 , v� .•,, ,- ,. ,, .'-. 2.86TC '• 1:63FS .71.:: �T'. ': IN; r "? .. C :ATRIUM 7 :1 T a072.36� 71 F , 12'.S . .ATRIUM DRA / A. 12� . / . :. ;.3 :/ ;' . u�o �� a to . � G. . �. 72.72 .4 "TC w� > , I 1 - o. cv I . .. f 87;6dT 8, .601E € Lu VC a3LF:, C 72.32FS, S �, N ' 7.O6FS ;• ,.71.5 IE 6 P. r• ! / a . , / <a., � .e�N. �.. a Ci o.� Iv. , 71.27FS i5 FTi ""'ON SLIDE ALK 0 c 1, ,UJ I ' W ,� „ °o' i 6F -71.80 71.:64FS 9 0� _w I o C?MM � '.� ,'' t ': 6 C E-("`" P3 ' g _ , ,5 u> o ; .• ,j , ATRIUM DRAIN G auto F- 'addC3 CL D 5 `$$, ; . 3 a w.rn(0n'J` Vlcolneo . c.> �" 76.62 G, 7 .721E y a 72.02FS. -,�0 to 50.56LF cc r,, '' `' � •. ; a F a ; ' - :'' :8LF=4'.P1/C c�chi -,n 12 PVG®2.47 e i I 1 , '� 06FS 1.39TG' PER SDRSD 75: / LEA OU ;. o ; .-•' ., � I DRAIN .0 a r 70.$9fS . 1 » ft \ m a F d R PER -9 L M D AIN :r ' „ 1' Q0 STORM f ti 97.5TG, 94.51E 31,.. L % TG 72.431E 12'x12 DRAIN INLF `` ' . : . 68.13R1M 63.881E 1 »" » 3�S), 5 7 ( ) " 77.0 S 2_48. R -HI O. 1 PERFORATEI} ES ti d '.S . , TRU D , � , TG69:62 ; ' d 63:801E OUT) » P.a, 3 OE 12:.OU M 87.80 G ,.83.601E, 67:7 IE"6 C 3.3LF-1 PVGOLQ% ° , » M DRAIN � I �.\ U � � a o / 70.8 rtC ' SD v ,: 73.01E r OF'5 RJ \ \ a r g�F 69.9 70.39FS • " y UUT � „ , . . ,,, ,,. ," i 6 , � � '.STORM. DRAIN :. -,:, a,:,: �,,. P- 69.9 _ a. TYPE DRSD D-9 ANCOR HI-= CLASS' 1 T 32.8LF .4 B'VC ! 70,64FS I:. F _ RIM' CAS STO MC - - - Q 77.0 17.5LF 6, PVC ,a 70.23FS. ;, LFOO.S% 'PERFORATED PIP ,6.0 T �PV A BLDG, - - 1 � $ r 12 RAI INS �T' » r TOP .OF .E:G,PAD ' -. .: » PER � -T - �, � I ti k` / 4 4.50TW _ 13 x, Ii 6 LEI�NOUT-TG 9.70 ,: U 65Q1:IE-,.8_-:.:Nw . . SWA1 E 12 IN a> l U 69.SOFS ° P .li 7b>04 r ONG » T� ,78 :#' `''>' T HALL : 6 IE-6 C ° d 64.801E' 1 IN TY p21E 1.2 0�' J N N IL' 8 65.28 coil a}�', °�_ 0J � O '" ` '�, ' , `� ,, � '89.65 P ' DAN T 0 PER DETAIL 2 f SANCTUARY/ S AL ; 3 ,� OF 9 S" , TA. 4.20TC 64.95TC y z `' I '# I �t . •"". __.__,_.___._ . � `, , , `.. 87.SOTP TG 7.5 a N n 69.65 C . .32TC i `� C �G�1,D% SFS ' _ V �O6:pT,W DN; _ » 7'0 P.A "�' 68.157 3'.76FS ' FS Q O 8 ..$5 P R 83A IE 6 Pr C , 1,9.9LF 6 PVC As. (0 L 6 6$,_82FS i ry 6 64.45 �, " � jr , ? i s r co � ' � 69.15FS � 71 'r' >< lJ'€?C �i -I.`..�_ o� 2 w n ; 10Q.2F » / 77.06E 69.87FS 65� 6 -12"P 1a.> .. O O Q � 6 CLEANOUT 7G 6.4 - 8 .67FS 7:17 C _ Ld CD P w Co w 1 5,501E ' 7 .06FS A Q 2 D P' R DETAIL 4 W H PT. ; P.A. 8.837 67.83 6 0 6 .9 0 2 G IG OUT TG P.A. ° . .,, 69. a.z��.Et - V c� ; k ,, •, g 70.0 . 69.43TC _ O _ ° 8. SFS. 68:33FS 67.94TG 67.33E 4 55FS 4 44FS Z 6�. IE 4 PVC a 84.5iF 6 6 F '' 6FS 68.93.; i - h / . 67.44F5 A N' CCE' OUT Q U 6. C AN T: TG73 8 43 7TC % _ 6?: fi3:50 �R 12 PVC00,75:5 CURB INLET,..D :1...T1'F?E-A 7.2 TOP ° 'T-� t� ti, O 88y18TP , - _ R SDR D-9 00 �, ' i 1 Acs 69:27F L=4 FT. ,PAR SDRSD .D' 1, 67.40FS..e. 10 YPE A5 P -+ r 75 Ij aj:9� C IE .(OUT) 4.87 RIM 1 N EASE ENf.N1T1 r \N• , M. G ° °. 69. 1FS 69: 6T TC-68:53 2. 12 PVC 5% ' 3 w OPEN $RACE EA.SEMENT TO BE BY Q �� 4.951E 481' IN 0 I i i 7 73.90TW 7.70 FL ±� Z S 6l5 FS; 81.25F$ F i ° ,' J fi9..16FS 6 4 'S CURB D-1' E..rA " 2, U o ENCED. ' �3 ORA(�t� s� ,' $ 5 77. 1 eQ 8:951E �1 E 94.50TW L90T .. " 84.00 E' i DRS D-1' a 05a01E $2.94 ,S d . P�ANTtd� 69.50TC. I L-4. F . S FE CING PRIG TO ,STAR fi OF �; a ° AREA" '' i '' 87.68FS 02F 73: 69.00FS . t. _ ¢ Lf7 TRUCTION, 'NO . ,�' /' $9.5f,W; RIES TC.-63:1 1 OJ COS, �r% ,,M,ODI,EIED B OW - VR 69.67 '63.i7TW _ TIES OR .... _ r S 63.77 " 62.32 F � CONSTRl3C'1'10N ACTI�71 __.__._- - ,,� DE I 75 CE S ALL `OCCUR IM _ %' ' TYKE/ 9: ° 8� OTG OOTF 61.bOTE 1 6'2.50TC (,a I- 11D DISTURB. Ii -'" '" s i' ', i '7 - Te- . '7 .5 ,, 55:OOTF ' 59.321E � PE SD A-75 f 3.1E OPEN SPA - EASEMENT J - o f - ° 0\ / TYPICAL L WALL ) 30.�LF PVC% OFS/ 70.40FS v BIOLOGICALRURCE ; 94.01E , MER P _ y 101 IE _ 0 x10 TRANSFOR 7111 1 EM NT. - .___ .r / 6, 72 E-I� -' - F i 73.78TO' / 74.20TW.. 6" CLEANOUT-TG70.38 37.5LF-6;TRENCH DRAIN (PVT) 68.84 67. OTC 6 5TC f.r , - - _ 53. `LIMITS _OF_BIOLOGICAL N .DITCH = '47 3F / $0. bTW 73.28E 67.OFG' 67.29 IE-6 PVC 68.09TG !DUCTILE IfZON 56.90EG "" 6 .6 I N OT OTW _ - r MODIFIED OW 7&_ 7 S -72.08F5 6 S ��' 7.062 7TW 059 I " FS RESOURCE EASEMENT TG' = 75 :$9.00 73:OOEG 63,OOTF 67 81E O.END ; S F� 1I)STORM DRAIN CLEANOUT, » M 0 ER" D TAIL 6' - - J 2 $1 ( t� LS ' 55.007 TYPE A5 PER SDRSD D 9 37.5LF 6 TRENCH DRAII VT 54.95EG- 53.007E I --� #?.ER_!?OCUMENT �;'4;- 88.25FL 7Q.0 TF » FOR KEYSTONE WAL 66.881E NO. EN d �0 3.68E 0 J 6"-OU 1 ' C U -T 7 _ 67.72 R, _. - 53.00TF v RE6( RDED 83.001E ( l T� ; 1 t _ CT 68.84 - PVC 20-23 RIN MA OR = 1 ' ,' 13LF ra,* VC@1% TO' CONNE E ,6 SEE SHEETS C ); S 0.75% / / ! I ZU 12"IN) - PVCO2% » n > /;'; 55 251E P ( 0 . , I TO FOUNDATION DRAIN ,t ` R 0 48 OUT) 61.381E ((NO IENDS; 9LF 6 f - �� .. ZURIM"PERMA- FRENCH OR EQUAL A; B_ I L`T\11, r RADING PEA _ _. __ _ �-, _ � FESSI °' 20 Io o zo 40 6o EASEMENT & DEDICATION LIST: 1. BIOLOGICAL RESOURCE EASEMENT; DOC!Loc3 01451go , REC.2�Z�� NOTES: QR° °Nq 1. EACH PLANTER IN HARDSCAPE �� c J• y G N C( 9 16 06 75 2. TRAIL EASEMENT; DOC.`lod3_Ol (d{_?, REC.?L�oLZ?o3 �� N j�c � RCE +-t DATE: TO CONNECT TO NEAREST STORMDRAIN h H License Expires: j. . 3. WATER LINE EASEMENT- FOR OMWD; DOC.------_-, REC.------_ SEE SHEET C15 FOR DETAIL Z m SCALE IN FEET 4. TRAFFIC SENSOR EASEMENT; DOC.% o3_01�U3 REC. 21�f2oo3 w No, 54198 m REVIEWED BY' 1 inch = 20 ft. 5. STREET DEDICATION; DOC.2o�4tLJMIREC.'-1-2-13 ba3 2. O = 4»PVC ®2% FROM DS TO SD Exp, 12-31-03 � Z 6. PEDESTRIAN WALK EASEMENT; DOC.?�3_-Ql15_W, REC.?-,/Z.�3Lso� SEE SHEET C15 FOR DETAIL "r9 M w w CD 7. NEW INGRESS/EGRESS & MAINTENANCE EASEMENT FOR PUBLIC STORM /, C 0 6 INSPECTOR DATE: o zo DRAIN, DOC'��I-15J3& REC.21�Z�o} -4 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT DESIGNED BY DRAWN BY CHECKED BY APPROVALS OF ENCINITAS ENGINEERING DEPARTMENT D AWING NO. Q C u PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED AP ED GRADING PLAN FOR: 7 ,135 - G DESCRIPTION: S.D. CO. STD. WELL MON. 2 o ID# 1875 HORIZONTAL 1a= 20' DATE ,0_��7 BY: BY: � �UL i LOCATION: AT THE INT. EL CAMINO REAL CITY ENGINEER n AND MANCHESTER AVE., EST.01/01/72 54198 ��TT�r�'��°p��rr�.�++�� AVE, t77�T I��+��r / � R.C.E. NO.� DATE: 2/2�/0'� DATE: Z o3 1rJC�1\Crll'w71L'il\ VE. ri1�C11\llt]►7 z RECORD FROM: SAN DIEGO COUNTY VERTICAL TIMO J HI S EXP. WORK PROJECT NO. ELEVATION: 72.93 M.S.L. DATUM: NADV 29 12-31-03 SH CA I OF 23 CAD FILE: 7499-CO6.D PRQL# 749499 - - - - t f PED. RAMPS / I / " CATCH BASIN TYPE F - '�- ' aV J _ --" /` r r' PER'iMPRV. DWG _ , ' %' I`"� ,f PER SDRS[5 D-7 ' / ! ! TYPE D PER' " I , ; ,'� '' P:O.C. WALL FND DRAIN IMPRVMNT ESMT TOu,C�Y' - I -i/` �J ,::. - SDRSD G-31 PER DOC ` -�_ 1 Of _ 75 .FL - ---- u F , - - - - - _ - TRH ----- -/ - T - :� - 10 TRAIL EASEMENT'- - T ��IE6�-0 'r,�'� w = C�` 1%: i f / f , C2 ; R TRAIL EASE M E \ I` 80:39TP,'' .a , ; r. ; 3.44E a t � TO CITY OF ENCiNITAS , �: � I � PER DOCUMENT I t;8 MO IFIEq C C. SVWiA w ' �. DO _. . .;. 3 FdPI9E RECORDED _ 3 UNDEFiDRAYN PEI DTAIL._.> r cA _.�, 6,' CURB' PER i • 8 TR , EASEME „ o ; R R :SDRSD 27 :U.NDERDR +1U "2 = SDRSD_G1 TYP . -- ' � ..," f'' ) , , � T 7 '71TC. , pT 80.54 +8b.53 P ER'SpRSf�.,.� 2? ' .--,�0.-, - _, t _- , Y 7 .801E , r, b, ,;. •_ C2a ,in • �+ , ': 4 C VCRETF S AL 88.041 -' - 2 75.tOTC A • PER E 'I . t 81,.gOTC ', ' ; $ .03 r M' 7.67JE ' 73. dFL. d TA L b , ' ` SCHED. MAY BE 112. 1 F DET dL 2 �O, -- __x ; C25 24 r / 4. OTP CURB INLET -B 1 94.17T C T ER: • � . , P TIC bR 1 '!INL D Tr'aIL' 8 ' CONCf�ETE SW) 1°Y , USED T''•THESE ,, � P r} _. !- P. ! � _ �'-�'• , Z:�)TP ' t L 4 FT. R SD D-2 �'U D , ERD A1N » o R , 85. '1 , 2 9' , 80.74T TWO WALLS IF FIELD 28G 0 1�D R #AIN • 6 'CUR &GUTTER• G IN I C24 T ,, :0 TC ' S RSd"•D- TC=: 3.50 : 3 I „ P R DRSD - 27 . ;r 7,4:5E-- ;e , CONpITIbN REO S 5111 1iRtl &90 5 . AIL• ES . , c 81.24TC Q , i 7 . 01 t. ER DRSD 'G 2 . 172.67FL I, 4.051E' E 7.4.'OpTQ r. 3 r ; , a2 1 , .1 LF 6 V r T , A `�. �, i t 0 `' , P C : ! '� ., .n , ... ; W <, • . ; 8. .31 T f S.TR ,,. ``, ? .: ,<- _ .. � '•, 1 .001 , s r': , r, � 1 x ..,»>.. _..,>x.,.xxxx. , , 741'STP• •C `/' , I t .,a... .. i , -.. O , , , • 1 , • : , ry , P .Te d / wvxa , / , , t `i - .. , •. 5 t , , ,' .,., . � ' , 74.65TC• i- r ---I-� DET 'L 2 8 51 T 73.35T p t L STI DRAIN }NLET FF�76.6 : ,.., ...... . .-• .,.,,., .'. , , `., .., ,.. i : •: ,, { ,' � ..w�<, CLASS _...... ' ;, .� ' RM�TYP, a t - � O:bT : , 3 UNDEE�DRAIN 8 .t6T>F� ;, ;P i' 1 , :d 3L -1- VC 'a• ( S If �. , P TRAIL SIGN ;71 :6 F�9b0 STORM EPT 103 OIE PER SDRSD q 2 8 .86TG e.6z PP » ;;, ;, $ I P • 2 _ ♦', » Q ; 6» C4EANOUT TOP74.84 ,.'. �, ;'' • � I - $5,281 85 50TP:, G„ , 66. 2 12 IN 76.60TP # 6 _ -66.941E ✓ ). C24 i / 76.6'OTP : G » 7 f.60TP' � 66.241E 12 0 T t I :,3 g� •: 5.62,TP i O. .. TO'�FNDTN. CDR 74.h5T ) 6.60TP /' » ' '�, N 54.44LF -6 PVCO1.0 3:95 � a F ; gin„ o + 1 j 6 ., 76.70TP 1 a ;. 76. E a . f, SIGHT pFANC6; BLEAR b ✓ ', 6 $5.741E i a � " ;7 ' .9 76.49 �P/' 76.60 y4.50TC' ; - - j ' 1 '',f , C2 or,�' <u : ' • • , , . , ,, r be FH• ,.;�; � �d'BIN� - '- 1 �. d. • e :.s,,' 76.4 P /� •74. OFS ' : . Y , 76 . , 2 0 TO iXCEED�='2 , IGH T .69TP D w h , NO LSIG �63TC� I : . . ; AIL IGNS SD„ % ' 277. 4.56FS rfHIS AREA 18 MODIFIED C N W ? 1 _e� pVC 0 0 h 110 841E 0 C :5. ?iLf= aP gg.6LF STOR 1 D`RAI@J �OLEANOUT 6 CL ANOUT--TO 6 PER DETAIL 8. c27 E ! 12 .0PVC ATRIUM' / 76,49TP R 2T TYP - „ ; f E 5 PER SDRSD D---9 ' D S 72.3T IE-4 PVG' i' „ 73.49: RIM , : ` 74 92FS »; 2- 2 PVC ATRIUM » d , 6 CLEAKIOUT=TOP78.3 r 6 C EANOUT-TG75:95 58.951E 4 , , UIT N DRAWS-T ' 7 » 3.Q3FSJ'�' x G 4 Y 25 I - C J 62.951E-�12 iP1 71.38 .1E-6, VC ,' » 73` E 4 PV. 73: 2T� ' , 70.77 IE-6 PVC It I , ; ', a / PCAY AREA 7�'t;• PLANTING i 86.61 TPA , •` 1 T� l 'b;:. a � r 3• UND RURAIN 2 § 7 , . 76.40 TP � ,- CFL-:E4,'P»V C , . 774 4 7.587TTPP'', I I _ G.3 R S D G-8 TYPANOU -T i Fv. , © PV it I _ 74.39TP ;� 75.25TC .' .; f . rn - : .. _ - - ' , 4.04•E 6 - C �,.% ;,% 3 _ o . 4. OTC � BLi�G. 4A v PER'SD 8-a3 �J ,74.75F5 , , . 74.40F5 r . M 7 .02E : » ty X7.04,FP . : �. 8 CLEANOUT-TOP73;51 . : . . 10.401 .�.. 12.4►PVC A IU , � r a_ T t ; 3 A TR M 66.09 IE 6 PV '74. S i : 11.1. :.W,, ,� ,, . ., ';, ;' : �,., ��'. if : Y ry , 0.41 PVC �., iI J . 74:17TC �--' .•. � • 4. 8TC '; ' { ; ,; : .,. �' 5 IE 6 PVC . '" . _ 4.18F3 i '•. : - .-87.4 TP J '3 RISERS l • 71.SOTC' ,: U • ,' ,, ,- .r . / ;. ;4 e: " 'd. 73.87 i a 5 ,' PA.. 4: OTC • r ' , / , ✓�, . �Y a a 50F 3 v a 4.00E S a 74: T " ° s , r UNDEf�dRAIAI 7O.bOTC' J -SEE,-ARCH. UW S., . .• .- S - ,, ' 3: 6F 7 1T ' 73.8A• I; , 93',67FS .PER SDRSD; D 2 .,._ L,: . ;• ;• ,. , r ;d' 7" .51 FS� 7.3:3 ,1 , - ,rt,--... �_. ti 87.90 ,� �. ' � a 71. 9TC p i I DETAIL 2 ,- f V �, � ; � ; . ,72.28 8,17TP INLET . : , � .' � 4.41 IE 6 PVC - ,'� � �311 71.78 .5 r ' ' $ " 3 '1 FS 731 if , I 1 I 76, o. 8 17%1 ,.� » :: , , P �. . � � � , � l I 8. 7TP 8 S ATRI M D AIN , r 8:67TC k''" 71. 3F 71.39T l,; / / r n 76.6TG„ _ a J aR 1.77TC ,• : ,r ; , ; _� � vP A OUT P - 73.2$FS F ;6.091E_ '71.48F3 oho . 8.35TP;. CLEAS 1 P 72. 8T / I, , $ » 70.49 IE 8 P , 71.78FS 71. 6T ; , ;' ; o , �,. '.. 7 . P• ,77.02E . :. f � •' 1''PrOF 3 'T " : ,; 6 6T0 72 791E t 19. - VCO1.5 _ 71.46FS. , : :,- gp 7 OP 27.8LF 72. F : 3' 7.D2FS - 6. 2 t7 1 i , d 41,IE 1 , JJ 42% T � ; . BLDG, 72.2 FS h8F 12 'A. ATRIUM I 87,60TG 8,5.601E n 3 _ ,: .. 71 7 �, i �'.... 67' +, F-: .,. 12C,ATRIUM 1.63FS T z 1.,1 r ! , : . � � o h � d ,; 72.1 T . ao7 �3-� 'O DI. , � r t o' ,, 9 .. ;. . a f ., 2..36E - •-O -�:. # f 711 F o . � .°.72:7 ., .- » 72.4 T 6 I , # 1-' '. NN ,. a �• , 5 T. ON . SIDE ALK q> , 8 . 7.0 FS 71.5 IE 6 PVC d 9 FS W f. .F ,.D D - CL-RA =57.5 arm'' iE , F '� 7 .66 .0 X1,41 , pp 6r , IF ED BRb.W"DITCH rn rn 8;ATRIUM DRAIN of 7 ..30T • a ' a • . T � `�$" _ , 16FS . • / ,-71..64FS �'�'A ro � �� , +� ,:r'<; 6 ; ,�, � ., � N. 71.80FS w mMM' L \ ,2 I / ,r d 6.62' G 71.721E _ ., ._ 8,, ER, S ,S - I / 7 P DR D 75 : In - 2 : p v�QQ �+LUSi4n 77.06 FS 71. o . f , SO ATRIU DI 97.5TG, 94.51E l r TRIU f 7 I ti 3]. M DRAIN s r : 7234TC 70.$9fS - 6 % J »: » ' .1 S . .A. lU DRAIN 5!CLEA OU 72.431E ,J 12x12 DRAIN INLF�� 7. .84F,S , ,,. OO. STORMOEF'TAR , - I � -*'` � _ J; ,, f. .,171 . 8 :60 $ .601E. 71,65T t • ER S S -9 G, 5 J= r` 71.0 'FS ,r , 68.13R1M 6,3.881E 12 IN » » _p P. PA 71.15E S ; \..., ,' : 67.7 IE-6 PVC 63..801E OUT) 2x48 R'._..Hhb• 1 'PERFOR TED' PHPES' 33(, ) ) a 8. Q. ATRIUM DRAIN » 9 O6 !F8 IN 1 6 S TfE 3LF,-1 PVCm1 4 6 6TG ,,73.0IE OU I '3 , f , i , J FF t / 5e 69.90F5 ;, , ;� ., > � ; •70 , 13 C 9;20: 25 J 6s, 7 S Q i , r � 0.39E - i , , 9.90E � •/ STORM. D , ,� r 71. 5TC AIN t)UT 77.0 FS ? l 32.8LF-4 P'VC A, ~ ,tom l _ » E SDRSD Q�9 �, » (1.1 U , , / 17. LF 6 P C, ' 70. 5F » » 5 V ANCbR = `..L U-) J ' O e 4.50TWF �RVC ATRIUM 1 12 x12 RAI INS prB L D G, ! 70 23FS,: " RIM HI CLASS 1' FfT C Q� �Ravca , , STO f� ° � DRA N-TG 76.90• 6 L A UT-TG 9.7 TO ,pF E.G P n PER DETAIL 2 ! SANCTUARY/ S AL ENO 0 LFOD.S PERFO - 4r. O » V ,HALL, IE-6 VC 69.80FS v,N 6� n�,1' •.(N WALE pR, IM ' _96 y 7ED' PIP G "OAT'"• , Co 10G:PTW TP PVC 3 G87.5 I F d d I-,L� 7O>.04 ONCr 5 3 59.OzIE 12 IN ' I Q Q 69. OF N N 6a.6Q1E11 ', TY » ) 61 ; 3 Q ? <v ! 7.85TP I"l FNUN; _ » a /` 9. L' 58:941 ' t2 O,UT U CD , Q , 100.2FS 83:0 IE 6 P,VC N n I= A! ! '2" ,:;3. O 1.9,9LF 6 PVC' As 0.37TC P. t 69. 5TC • 32TC L r12 PC41.0 65.2 5TF• ', \ 6°CLEANO T-• G 77.06F' S o rn '68. 5T 4. OTC 1 . w Q rn 9 U ,fi 6.4 69.87FS n ' I 5 0 f3t70FS 64.�5FS I Q _.4 108,501E ; 83.0 IE 6 P C f4. .- , » ,. , O O ^ 7 06FS rI , 67.17TC `-12 yp- - ?H ?; ;;F ' O CD G PER DETAIL a P.V L=: Li ? .HIGH P . » d ; ,1 :, . � . 0 0 V E, X . S �", RID A OUT I: 0.' W ti 6.9.70 S,,. W � i. � : ., '. ', `• 6$. IE-4 PVC g 70.3' 69. 8•. � € r 2 $8.20TP G9.43TC 67.96TC 7., . # CC) L 6 G EANOUT, TG73 8 pFS 6g.99F,S 68,33, 67.94TC 66.84TC' I .,. ' 88 18TP :. 4:S'9 @9. 0 S, a . , \ 6$.93FS 67,48FS 64.55FS' 4. 8F N a- .tr �1 EASEMENT•.IyOfE _ �1 J E • ", ': Z 66.34E ' co' . � �8 p'�. , RIDGE ....;.-� 2 SD-CO , 1 .45. < y °` ' �� ;� � - Z 89:80 S. 4. - - ,- S 63.10 L,.. 3 OPEN SPACE ,EASEMENT TO BE : Acs - _ c - G. : I1 67.90TC D : L �]i ;gam , ' •``,. » � ,_" .67.21 TOP ^RA CD FENCED 'WI 3 OR Z TO a a 7 2 PV 7. - - _T a 2 d CUR(3 INLET D ;L TYPE A 67;40FS *- d -.-. Z (� ,Yh h : 81<2 FS 6° 69. OFS 69, 5T 59.031E (OUT) 11 YPE A5 P SDR D 9 FNCING 'f'RIO IO,.STAR '01 - 86,5FS 77. F e 5� 4°4 FT: RER,SDRSD D-1 . » -o 051011 C, 4 94.50TW $ ,94FS » v 73.9 TW o 9.16E 6 67,06TC, 2.2LF-12 PVC®0.5% , G 4.87 RIM i ,t W S.TRUCTION. NO - 2 P 1 �' 3 I m , VON , a d C- n _ .' 7:68FS '; P ANrvd T 68 53' 66.56FS CURB INLET D-1 - 8 31N .' <, _ W � `CONSTRUCTION,AC T1ES OR _ ODI IED'B OW DITCH 89.5T.W, 02� 6 .5 TC, C TYPE A a 75 TIVI _,___ f 7:70 tL • i co L=4 FT. PER SDRSD D- 8.951E �12U1� DISTURBAAICE S A t 0�CU TY A-2 WID VA ES 69.00FL . ^ 3; H Q R IN, J g, a ' 3.2 FS 6a.001E W Z d 69 67 ,63.7T - _ Q o - a t' TC-63.33 ' 31 ' CU 76.6 F' , C) ,, OPEN, SPA EASEMEN�bR. BE SDRSD D 75 3.1E L ,; 72.50TC v� ' d co, ,-- 1 F 61.00 TF 62.50 FL co :E•, v 1310LOGICA� URCE .., ......, '�„ _ , : ;' N '; r ' I r� (TYP,ICAL ALL WALL 7 , n. 72.00FS 2a ' X70�F 59.321E 2 I1f , 0.5LF 6; , EASEMENT, • 53 I ' ,' ,` 101 71.E ;F 94.101 ! �, i • '' 61 OF ,. �-L.. � LTD Q +' F ' T-, - r x10 TRANSFORMER P 8'-- I i ` LIMITS OF B10L L 47FS F ---=- - » - - - --. RESOURCE E J' MODIFIED ,.DOWN ;DITCH - 3.68 74.20TW. 6 CLEANOUT-TG70.3 I (~ C7 E NT _ - i 7 7. F F�0. 6TW 72.40TC 8 ? - 73.65T ' i PER DETAIL 6 9AOT� 1 73.15F5 67.OFG" _ 68.84T 4TC ST 3�'W _ E-I W O, J ----PER DOCU T�T_ ;'11.90FS 67.29 IE 6 PV j (U _._.._..- 88.25FL C24' : 7q,OOEU 4 4 63,ObTF 56.90EG, 2 F I rq 57.00TF w_ W RECORD 83.00E 6»-OU r p.0 TF 5 j i �� N 53 OOTF j 1 ( I 1 4 IP C2 C2 UT-TG .7 5. 1 CURB INLET D-1 TYPE 6 - C@1% TO C FOR--KEYSTONE WALLS 5 OOTF .7TW 59.OTW 'l 4.95EG 53.00TF (�) .- t C �: C25 i 68.84 IE-6 PVC SEE SHEETS C20-23 L=.4 FT.-PER SDRSD-D-1' ' / ''. r TO FOUNDATION DRAIN,/Z _.__. .�... 3.00TF i 20 10 0 40 60 EASEMENT R, DEDICATION LIST: 1. BIOLOGICAL RESOURCE EASEMENT; DOC._________, REC.-_ NOTES: v� s° 59601E - L tii B' 2. TRAIL EASEMENT; DOC.____---_, REC,_______ 1. EACH PLANTER IN HARDSCAPE „ FJ �a GRADING PLAN �, 3. WATER LINE EASEMENT- FOR OMWD• DOC,_________ REC--______ TO CONNECT TO NEAREST STORMDRAIN r = Q ALE IN FEET __ SEE SHEET C15 FOR DETAIL aa2 �+ RCE GM•t1 DATE: z 4. TRAFFIC SENSOR EASEMENT; DOC._-______-, REC,_ o� �o License Expires: EV. 06-30 inch = 20 ft. 5. STREET DEDICATION; DOC._________, REC. * 1 2. QN = 4"PVC ®2% FROM DS TO SD * REVIEWED BY: cNn ! � � °0 6. PEDESTRIAN WALK EASEMENT; DOC._________, REC.___ __ SEE SHEET C15 FOR DETAIL � W � ° 7. NEW INGRESS/EGRESS & MAINTENANCE EASEMENT FOR PUBLIC STORM w OFCA` DRAIN, DOC._________, REC._______ O �A INSPECTOR DATE: Z Lj + REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT DESIGNED BY DRAWN BY CHECKED BY APPROVALS SITE WALLS REVISION CITY OF ENCINITAS ENGINEERING DEPARTMENT DRA ING NO. wQ EV #t r-r 9 1 Iv o DESCRIPTION: S.D. CO. STD. WELL MON. PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPRO D LL t $ 3 LOCATION: ATT 1875 EL CAMINO REAL HORIZONTAL 1"= 20' DATE [x'3o•03 BY: BY. GRADING PLAN FOR: �^7 �T �T AND MANCHESTER AVE., EST.01/01/72 ( G�Ct 64472 .K ITY NGINEER �7�/� - "' RECORD FROM: SAN DIEGO COUNTY VERTICAL R.C.E. N0.3 DATE: DATE: 77��,,��••••��pp��rr..��++�� A��p �T ��.�+��r ELEVATION: 72.93 M.S.L.DATUM: NADV 29 CHRISTIE A. RADDER EXP. 06-30-07 � �� 1rJC�1`Ilirli'i►7lrilt AVE., ENCMAS WORK PROJECT NO, c SHEET F 21 PL r 5 J 7�E CAQ ILE: 7499_C06.DWG - J PED. RAMPS r " CATCH BASIN TYPE F MODIFID PF D RAM P, PER' MPRV. DWG -7 'PER SDRSO D S� I eV TYPE D PER, SMT. TO'-.C'ITY P:0°C. WAIL FND DRAIN IMPRVMNT E r G-'31 PER DOC.-- r / i,, -C - - - SDRSD 5' TRAIL ----- / - - s i - r - - - - - - - - - RE - '01 TRAIL EASENy^ENT- - / iii 1 2 f 8O.i,39TF _ , , , ', 3.44E , 80. 9T , TRAIL EASEMEN� � r : , • . � , r �' o I , .94TC , 1,8 M0, IFIEQ C �C. SVyAL ro �__ , „ , _, ° .k g , . ��, fi,r.'C R,B• PER 70 CITY OF ENCiNITA ;, ;, rt � I F._ UNDEFiAEtQIN_ + PER 'D TAIL•g _,�._�. p I1V • 2 q DRSD G�1 TYP 9 PER DOCUMENT � � 3 UNCIEI�DRAIIV, � ��-,-- o P. R ,SDKs{) 27�, 41t±�DER R� , 7 °71TC, 5 ) - 8'TR EASEM'E - D-2 r_ ER ' C24 ,v�'- ' RECOR 'ED PAR, SDRSD, r 80 59 8b•5� ,E' �' PER° DETAI - O T---- f ° 7 .801E ' f, rn ".' - r\ 75.1`OTC A 7 1FL, . L BR INl..E1 T1f�k-13 •, '� r CL B I I 2• ,,�. 7.67 ,-_ ;' b0T - 81.0 1E ' - - moo- - VCRET ' S AL ° 88.041 - T , I $1,. OTC ' 3 r 4. OTP CONCRETE .TWA .l°YF? ., _ a - PER S RSD D-2 4 -.- L 4. FT O , -� 2 4 ET 2 2 » . ',112. 1F D - , - A` BE 2 ' C .� f TP° `t H D. M \ SC E Y N • , DERD AI :9 �.' I I R; DRT iL 8 '- , U l 94.17 T E R , :/� p�GUTTR• G f � RB{Y /3°50 C2 L T ' TC 5 !I N , •8 ' IC R T D r . . `P , t .74T - 80 ESE I D AT'•TH '0 TC ' , USE ,° , 'S RSD"•D' 7,4.'5� '1'CC- �' � 1 O ',, 85.2 �,R� IAIN° Q =U , r ;' °. ER DRSD 'G 2 T �; t .28 S » IF FIELD • .81:2 4TC 0 W� LS , t `, ,, ,, TW L ' '' '; '5TRAILIES �:"' � y ': ! r .._ ., _� M, P R' DRSD 27 , ; , �- �7 01 `7,4:0 TP t. ,,. C2 - _&90.-... - - - - -- ---F- -�- , T E 4 86.�a1E- -12 Ol� _.-..__ .. g 83:5 HRfi 6 = CONDITIbN REO $4r.051E „ , $ .81 °e "PVC 5 TRA11_ C 42.1LF „ r d 6 : s $3.31 T 7415TP• I §.,: - -}1 . , � ; t h , �, ! 9 .281, „ � ...:..... .....v. ,.�. �•?, -k � , , ' s .: , ,; ', ° ; ° .,-P d' ,., ..;.-.:: . , � 74.65TC• 7 :85T I q.-. 'ii \, T3.35 if - , • � � '•, € 8 I 85.51 TG 8 .40T r DET L 2 1 . . 5 :. ° FF�'76.62. j I „ r p CLASS - T(.900 STOR ' CEPTOR LASTI DRAIN INLET - s 71 , ',1 t „ i RN, TYR / TRAIL SIGN- ` 0 UNDE17DRAIN 8 6TP ;, - °;, , € 76.62.FF '' 74.84 ,f ��`'`�. .., < ' J „ 10.OTG, 1 , , , 3 6 CLEANOUT TCBP n N' PER SDRSD 2 „ - t ) � 85.66�"G � 4 -•- , 66.�2� •12»I „ B I D G, 6 PV -66.941E: / 12 0 T 2 $5:2811 85.5 TP :, B L D 5 ; 76.fiOTP 76.60TP j p 166.Z41E: ) i` t r 1 TD' FND - „ OCtiTC; , 76.60TP f P.O. R 1. / &5.62TP 6.60TP 74.45 ,3: LAW RDRA�6 / 54.44LF�6 PVCG1.0 a99F$ ' / SIGHT, ` AN E.'I 6LEAR !,PER` SDRSD 13 �7 i i , , ...:. ��: T6 � ':'-u;:' - 7E;.49 `P i 76.60 '•y4.SOTC° Z`QN7=.��DS API9�IG 8, , . 76.7tlTP r + ( 7 .49 - - - / „ �..y 76.4 P ! 4 6(5FS T T LXCE, D°2 IGH B5.741E, ' INO Q <v o' N FN C SIG G� a ND ND , � , 6T I � 75. ,.+. 1 a o d 9 „ a ; ;• , I ; ,, •, •^, , ', 69TP 9TP, - ,7,_ , 76. 76,:4 �,�( 75.53'TGTHP ,+ 1 - S11 � a S r # _ 74.5 76.60TP 3F5 . ', 7.0 d ' g , n , 27 0 , AA v� SD» % D �FHI R Co ! ' I , ! . ; ' ''', ' ' `• � IL �4/ VCS - ----- ° � ' STOR�II D AI 'OLEANOUT I ,» , ' P ...�s ; ' -/�' P -- , ' , , A SIGNS C SWAL ;,.,,, 3.61-F _ D-9 a 18 MODIFIED ONC , • d 9 -T0 '76.29 ,' TYPL A5 PE ;SDRSD G� 110.841E d 0277 - h •: R 0 6 CLEARJO�U T _::' i' 73.4.9{ RIM ; PER DETAIL 8, 120PVC ATRIUM: 1] ,' 76.49TP 72.31 IE--4 F VC, d,:r S 74 92F5 511F� 487 0 % - 54 7 .49 �6.' _ „ _ d 7 T 58.9 » OUT FIR OEPT.. DRAIN. TG 7 / /2 2 S�PVC AT1nIUM F : ; » TO 6.5 „ ��s_ �w._ 6 CLEANOUT TG75.95 .. 5 if- PVC 6 CLEANOUT-TOP76.3 r _ » _i 3FS, 182 951,E TURN F#RQ111> 4. 4 PV f DRAINS 1G 74,175 7,3:25 IE-4 PVC 73. 2T' ' 1 71.38 IE-6, VC 1` PLANTING ^N , p PER, A1,0 , 70Ti7 IE:-6 I VC :' 73.32FS r'.` 1 i . ' ^ / r PLAY AREA - .. f , 86.611-R. , .f ; r <, : r Ol 2 � r; , 11NDERdRAIN g, 87,11 C, '`76.4k1TP r'' i! A' Y S .PER SDRSD 6 77.02FS a I`� 7 i - '' o ,86:731E , .' � !� � • : _ � ;74.78TP, ° r o f 86:80TP. r.. ?, f , C 11LF 4 PVC ; d f k $ G r 3.3 4 PVC _ c. , , h : . , . , ;' � R SDRSD G , 5 TYP.` rn - 5-15 74.57TP`' Runt TG > 75,2iTC 1 :/- _, _ a 'F', 4.. OTC I .••� : o : 4 ;' x4.04' E 6 C C 7 9 __, .. , ,d' - . � .e ,j', x.74. 5FS , rn 74.40FS if TT1��I f \ rr r . o,]ry , D L PER SD Ir$-��a .10T '� - -r--r �, QG ,.: ' :'' .,_,. `°:' .' '' r : .' "'~ Y ,. , - / U- , -', .a i r • .A� , • , ' ° # ° ' ',.i �./yam' 87:33TP . TYPIC » r 4't67'' \,. - 73'51 ' '8 CLEANOUT TOP 71 3'OTG-, :' .. ,J ,-, '" , .. l'F � :-- ,. - . 77.04,FF ;. a• ., .. ;' ,: / _ , $T.37T 0 p . r a k p.. v.. . ffi ... _. err a . o-. _. i Yo.80FS - 10.001 Q K .. 66.09 IE, 6 PV � ..�.. 12- PVC ATRIUM 7, " 74.36FS n� h 1 �74. �• , .-'* ' 0.50E • °7 . ,87 '-' ' ## I ` i v3 4: OTC �-I-� 87.9 TC- 4.35TP7 .y7T, I P.A.='' w ' `.: r+ .?' i ,.. : ouraT ;: •' TO.SOTC' o M 8 4 77. F c a m _ rn 93.171 - CHAIN ,L INK FENGE ti ., , 3 UNDEI�DRAIN'; ' . p 7.x.51 FS• 7.3 4FfS,: r-,- „_ .,� - , 0 _ ,, "7 ,. 1.15TS E 71 5F r : 8.7.90 7 .75TOP p . �. ci .- 'a 73. 1 TC I 1 E e 4 8,17TP , et LLI -_ P" 4.41 IE-6 PVC '° . •S d 73.11E ° P STI ' DRAIN WLET 1 w , $ 9TP 8"S ATf21UM ;DRAI a Q r 8 a AM, a3T _ .C ,. 76:6TG• 73.OIE, ;', 43FS. - o , ^ :.-, •72: 10301E 1,7 » 7 �iFS u . , . ,' � ' 8 ATRI M D AIN; �,'. ,;, . ,: - 74.1.4FS .•' PLANr a . b' 71.E#3F � • i.39T , if rh w co °.r` R FS r tl.89F , : ,. S , . ' ' :"71,.48F3 - .0,7 r a2:2a7 I - ,d ' 6<6 66.0 -1 /, CLEANbCY fS h <. . o 49 PV� � � 71.7,8FS , r 77.02E NOUT 72.78T 1.46FS: :76.6TOP 72.791E , 76.62�F' „ 7, i £LEA : F- VC O1.5 6.9,11 P, 2 . 4 72.28E , _ -, = - ' 2.52T .r• � I 1:: pp FF 76.62' 77.O2FS.-. 71.75 as - ® p 71.41;'IE �o a 2.02FS , ®i: utn, .� '1t• i. 72.2 FS to 8FS - 7 .2bF z , d. BLDG. 3 $ 2.13TC) , - • I ! , ;' t M ;' h :.. , :< .. ,' ' �•:- TC , x M ® 2.86 71.6 R , C, p \ - ATRIUM DRAIN: J ;': „ L� 1.63 .5 ,71. 7T „r : C .ATRIU 72.1 T �' ,. ,' : 3 _: . d 12� 0 072,36E ;, 3. 71. 7f 1 _ - 87!6 Tw 8 .601E ,n /� '.p_ {�$ � O p...` , s ;� A ., � ., , ;., ' a /,Z'�,..' •i • , T YJ a ' 1 , :... °� WP / .`dr•.0 'C9, Cd L"A,Ly wr' , zZ _J . # / ,. . ,,.- - .O6FS ,, , ,71.5 IE VC C � 72.3 5, 7.1 '9 F'S . , rs.�r � , 1 5 T. CON . SIDE, ALK d , 7 .66 .0 • 9 f 5 0 7 .3� 7t:fS4FS g,• �.� w aerryl+s CL-RAD=57. h 8;ATRIUM DRAIN r ; ': `�$ . -O - i •.o , � ', , ' .' .7 � ° \ MODIFIED BRbWDITOH r � y devev ' 1 :f d 76.62G. 31.7 IE �e�lrelw�P A d 7 7D ca to as c - T I D ». 2 is� -. 50 _ r^, I u� 8LF 4: - , f?EF�• SDRSD 75 77.06FS ;` ' nc.ua�o.� 12 NOV I . • O.,a7F5• 't ° i ;," � d 9T ` ^DRAIN ;CLEA OU ' k 7,2;3,4TC 70.$9F ' I ....,...'^ , ...,=` a� ATRIUM DRAIN ; r { TiS 5T 94:51E r , '' „ ; z 00�• STORMOEPTAR , , # � T9 , .3, . L % r 12 1.84F,R , AI' R j 76.62TG; 72.431E , �, a�•,S A, D IN,. ` ,• a , 77.o Fs � . .71 SOTC - c 71.65T 68.13Ft1M° 6,5.881E 12 IN . „ » IM 6 ' 33 S N 83.601E. 9:62 2r 48, R ._MI D, 7 'PERFOR TE 657 { ) /f P,A 71.15E 71.QOF5 63.601E IOU'Y) --_- -r 9 _.Ol . _ A8 Gr 7:7 IE=6„:PVC I i� ;3.3LF-1 ' PC�1.096 95.! L X0.5-. _�D-' 3 ®E 12"'CIU 8'SQ. ATRIUM DRAIN _ _F _ �_ » I C 7 v ` - 1. - PVC059{20 .98E S ca 6 6TG : 73.01E ` ;' ,r r 0 , r SgFF 69.90F , TI , °, °STORM, D AIN !GIIIJLIT �-^"= �. r C4J \ 25 9 OF „ 70.39E 71. 5TC s "�..�� ----. SII" _ T Q 32.8LF-4 PVC ;TYPE °GR SDRSD' - 9 1» » - r r`f »,'' 70. 5F . + BOis_'- AN C'! t HIS CLASS•1' CT° 77.0 FS f - _ 17 5LF 6; PVC, RIM° S 0 r< fi l '70.23FS„' , I Tn1 � 8 OPVC ATRIUM » » L L E LF�0.5 'P RFORA7ED' RIP --- 12 x12 RAIN INIErT » . F E.G P I o.• _, J O _ -TG 9.70 TO 0 „ R -mil �1 ` .- - - u 1 Q> DRAIN TG 76.90• SANCTU s AL 6 LE/CNOUT �.� , -_. tF Pir 87.65 P PER DETAIL 2 , ___ { „ NALL E-6-PVC i 69 80FS I-,L� 70♦04 „ $ ;» ° UNC., B�tP 3 • ' S9.CI�IE 1LpIN ' �; 1 - (J O r 73.2 1E-8 PVC 67. , E d 64. 12 IN , TY 58:9141 12 �T , : l #1?° / 7 EF 69. OF N N 9, S D� Alt Q 65.28 �/,7: .T :.€: O 1,06.OTW } N'', a N r " f>9. %C ° 3zTC -12 P C�1.0 4. OiC `64.J5TG : 1 , I Q ? 87.E35TP P.O.0 FND 83:0 IE-6 P� C 1'9.9LF-6 PVC As 0.37TC P. € - �!3y g�� o� Q 100.2F$ , o m �, 6 ,$2F a ry 1 '68. 5TG fi3:7 64.ASFS 11-n CD O Q \ j » 77.06F' S 69.87FS n co, 6 , w Q f 9 .5TF''. 6 CLEA OUT TG 0 9.1 6 FS ' 71. 8`S „ E t €r ?>c - 1 LD ? 0 5`$.67FS , 7:17TC 12 P 1 7.. ` O w , 8 -.0 IE 6 P r _ -..- _ LEI 105,501E 7 06FS - z y . ,. ,-n , , ' 3 DETAIL 4 ,. -,-,- r� OQ PER e � . .e .` CD G , IGH P GE L / A, SD _}>„ I (� R ? V c� R\0 P.a. 69470 S,d 68°.83T 67.96TC 65� 65.08TC I C) o J r 4' 70. , 69. 68.j IE VC ,. ,' d - 69T43TC 3FS 67.94TC -"'66.84TC' �F4.55F�, , r N . � ,�, ... P. . � z v TP ': ; » , . 6$.991y 68,3 . 67.48FS I 4. 8F ,- 2$ ; 88.20 OFS �. 93 :S » �' l.T t k t... 66.34FS' 2 SD-CO .. , : 6 C T: TG73. 8 '• 43'6 f)19�30 S° d ,N r , 6,$ F .b 44FS '. . 1 ..63.10 L ., ,-- 1 X45. .._ t �_, Ri -- - - fi eE 00 $8 1 TP d -- - - - __ _ IJ tl 89.80E �, 9 ' --;'T ,r. -, 67.21TOP - - SEETN # N - - a cu EA M. N OT�-�. ., 7 p , 67,. 6 _ Acs ; S;" •� ,,'� N� , � d - •s , � � / / )N 9�' 00 C , ;/ . » C®0.7 , _ 67;40FS s I Ab FSIDR a' U_.9 k OPEN �SSPACE .EAS6MENT TO BE ¢ M , 'DG. G^ da ; d 7 2 Pyy�+ Cl1RS INLET D 1. TYPE A 59.031E (OUT) 11 a i 8) 69. OFS 69.66T.C' - » 4.87 RIM r rZ; T0; ! 7 4 FAT. PER , D 1 67.06TC, 2.2LF-12 NVC�Ci.596 ° G »i CD ENCED VVITF#.3 ORANGE '. 2 , 81,25FS 5• 7 TW O �� 3 ! W LaJ e� / 86.55FS'', 4>' C� 4.951E 48 IN ' � .. :94.50TW ePV ^ _ 66.56FS CURB 'INL.ET D-'1 TYPE-A ' e ±e I ZS F, NCING'PRIO TO Sit 05a01E C242.9,4FS TG 68, 3' co 8.95iE 12, U } i d PLANTING 6`J' > / _ S'Di d , 73. OTW f�7:70 FL �L-4 FT. PEF3 SDR D-1 _ I CONS-TRUCTION• NO i 7.68FS 02F o - H 89.5TW, 69.tlOFL , O^ OR - r,MODIFIED BF�OW 'DITCH a VA ES b .001E TC=6 7 �i ,, O I CONSTRUCTION AC�IITLES _.__.- � , Ei A-2 WID - TY E d d DISTURBANCE Sl1ALt 0 CUR IN P 69.�7TW°63.-7TW - c `r IP) C 6.49 ro 63.1T 62.50 F"L co _ J 7.6. F' i 50TC ' TF 61.007E `° 2 L7 O I EASEMENT bR. PE SDRSD '15 75 ' 3.1E ,' --=+rN 72. ��:OO�fFl w- Lf7 o OPEN SPi4C'E ._ - 72.00FS 2S ' I 61 OF .. 0. f ; 6, ,� - - -- - - T v LBIOLOG CAL RESCIURCE ,(TYP}CAL ALL WALL )l EMENT. 101.Ei71E , 94:01 7 __ - - , # , m �- E ' - '�5�.32 E - , r �-, - �- - x]S TRANSFORMER I' , :� �i � I E-1 C el O'1 # 47FS t / 73.65TG 74.207 » - 66. 5 C 63•U 3TW L� C1a LIMITS OF BIOLOGICAL ,' _ 3.68 72.40TC 68,84 6.84TC.. Z W MODIFIED FLOWN ;DITCH 6 CLEANOUT TG70.38 R EASEMENT - 7817 77. F 60. OTW RESOURCE _EM 73 15F'S - 9 FS 67.OF. 6 29 IE 6 PV 6 I "' 57 OOTF 53.007E `'` l ER DETAIL 6'" ! 9f0OTG' 1 3.00 GE ;'$ 4 '� C?� N 6 .7TW 59.OTW � _ PE_R-D00UMENT - r 88.25FL ;' 63.00 55.00T q' ,, 71 C24 p,0 (F C2 _FOR KEYSTONE WALLS CURB INLET D-1 TYPE I ICO C25 4.95EG 53.00TF i`' ' -, 4; N U -TG7 ? ( / 11 t L - 0196 TO C L=4 FT PER SDRSD D=1" 53,0077 ! I r� > .' C 1 C25 68.84 lE-:6 PVC SEE SHEETS C20-23 2 , i ;� N DRAIN f` u.p - i - r- SI N- - I r TO FOUND .. - �i 4F �\ I 59.6®IE nnIrr f� ' A'- B I L�-,_. 20 10 o 20 40 60 EASEMENT & DEDICATION LIST: 1. BIOLOGICAL RESOURCE EASEMENT; DOC.---------, REC.------- NOTES: " y� GLAD Vl7 f- LAI `J L,c.[___-u� 2 G-oG Q 2. TRAIL EASEMENT; 1 . EACH PLANTER IN HARDSCAPE _ DOC.____-__ REC,_______ TO CONNECT TO NEAREST STOR:MDRAIN U N � r z m 3. WATER LINE EASEMENT- FOR OMWD; DOC.____-----, REC.___---_ Ems, p 30.0. RCE own- DATE: SCALE IN FEET SEE SHEET C15 FOR DETAIL -- * License Ex fires: 4. TRAFFIC SENSOR EASEMENT; DOG._________, REC.__ k 1 cn �Z cNn. REVIEWED BY: � 1 inch = 20 ft. 5. STREET DEDICATION; DOG.______-_ REC._______ » � �• � C/) ;;;;• i 2. ® 4 PVC 02% FROM DS TO SD �d` 0 6. PEDESTRIAN WALK EASEMENT; DOC._________ REC.------ � 110 o SEE SHEET C15 FOR DETAIL r W 0 7. NEW INGRESS/EGRESS & MAINTENANCE EASEMENT FOR PUBLIC STORM �, INSPECTOR DATE: DRAIN, DOC.--_-__---, REC.____--- _ o o REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT DESIGNED BY DRAWN BY CHECKED BY APPROVALS s -- CI'TNi t�F= E1�9CI1\lI'Ir,r� ENGINEERING DEPARTMENT D AWING N0. wax r.1... SITE WALLS REVISION DESCRIPTION: S.D. CO. STD. WELL MON. - PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED ® - , A2 REVISE TAI ENCL. WALL GRADING PL-AN FOR: LOCATION: AT HE7INT. EL CAMINO REAL HORIZONTAL 1°- 20' DATE , ?G-O LL BY: E3 (: - - AND MANCHESTER AVE., EST.01/01/72 R.C.E. NO. 64472 CITY ENGINEER RECORD FROM: SAN DIEGO COUNTY VERTICAL CHRISTIE A. RADDER DATE: DATE: 114x, ESTER AVE A ENCHQT 2 ELEVATION: 72.93 M.S.L. DATUM: NADV 29 EXP. 06-30-07 WORK PROJECT NO. SHE'11.60F 25 AD FILE: 7499-C6.DWG Re��AC-eS S�ee-� (DA PED. RAMPS _.. CATCH BASIN ME F IFI PED RAMPS q. " MOD ) D PER IMPRV. DWGSI PER SDRSD D-7 - " ; - TYPE D PER IMPRVMNT ESMT. TQ,.CITY ! P.O.C. WALL FND DRAIN ', . 41 o SDRSD G-31 PER DOC.__ �__ �75. f_r 78• _ 5 TRFF�AIT 7'..R.. . C. " --_( __89.x0 IE 8 71i --------- �. , •• it . ;i - -- - 10 TRAIL EASEMENT- n i � /, \R\ `, : � i ,. , : • , • 3 , , • ( • , , , <' . :' . .a I �'+ 3 80. 9 TRAIL EASEMENT � YvAL 1 . •.,- » 18 MO IFIEQ C 5 w . DR 6 CURS'P R ' .� i TO CITY OF ENCINITAS _ '+ FA __. k? �p ,.m. UNDER �N-,,,... . » N0 RD tlJ _. P R .SD SO 2Td _IJRDERDR 11V ' ;,. `2 SDRSD G�i 7YP PER DOCUMENT 3 U E RA PER 0 ,� . R 7 '71TC• ' - _ 8'TR EASEME P R. SD SD D-2'__. .." ;. 8b.53 ER ' ARS •.D, .vi ETAI $ , RECORDED - E' R e 7 .801E . " • n 7r .1;OT ,d 73. 1 FL• ' PER• d L _ 2 7.671E CURB INLET 9 ONCRE S Al 88.04, -.- 81.0070' 8 .03 . 4. TP , ' SWA t'Yp .f _ 2 O ._ , 15t)TP • ' , MAY BE 112. 1F DET L •. "U ERDRAI L 4: FT I t ' SCHEO 4177 PER; 0E'TAIL 8..: M 6 CUR�f � e P TIC DR INLET ` , • p - ,. • : ' 80.74 ' . . ' 0 TC USED fIT THESE t • ; •' •. •IJ'E SRS ' 'D- 7,4.5 - • ER SD G -Q t , , - . ' • � ,, _ ♦;' ,q I n. PER 28G °� 81:2470 B •��, WALLS IF FIELD AIL' ES 7. 7 . OE 7,4.pOTP �t; OU ' 2�7FL TWO L RSD , •' : 86: .. ,i- ' C2., ._ .� , 8C9D S " ' � " -• • i • f: 85:501 _..'' _ • CONDITION REQ S IE - , .--„ 134.05 ._._ - P qk • ...,_ � �...._._ �.,- .� 4__ _;��_ �� 84 5 fit .EASE;: .., ;. . . . • • 421 P •, .31 T . ? e :, - LF �_ d` •5 .; -� , . d .,•P . ,, � ` 74.,6570• 7 :857 9 • I , '85.5 5 $ FF 76.6x,, DET L 2 a $ TORM TO`R o / �i 1 TiG900 *� � �.. LASTI DRAIN IN ET - • � • " , / , Wt TYP. TRAIL SIGN �, 4,. v, r UNDERDRAIN TP r I 3 76:62 FF ANOUT-TOP. _..., _ 7 103.OIE' ' PER SDRSD' QJ2 8$.66TG \ LDG, ' - 41E \ / ' B 5 76.607P 76.60TP 6 PVC 86.9 86.241E 12.OUT) i 2 $5.281 k5T TP ..'" P.O.C.` TO . 76.60 _ • 95F / AR $3.62TP 76.60TP / ., 54. 6 PVC01. S ' SIGHT. 7AN CLE •3 UNDCRORA ! ! e „..-. ,... ' ' I y' „ ' R 0-aT ' FE ' SD 6d ,, �:.. d 7 _._76.49 P 76.60 . . 76.70TP . , d , '� Z ',`yLAN `�,.... 7 .4T Tb EX 2 I7KIH „ I 3• '�' E $5. 41 6 � • •y4 OTlr' fir•,. , , , • • • j a � ..,, .• .' � ', ': , , � '! , 76.69TP p 7 76.53TC-HP , N M�F ��,,NND I 76.6 TP a . _S SD _ �1HIS ^>, a O w,2 _S._.. AIN 'CLEANOUT ,A*'LL , SD# X01% z , R � �, 3 S i STORM v e. O ; s ," AIL $GNS �" �-,� P « 4 4.$6FS v 1 MODIFIED 'C0 W LL • . 93•g ,d' 8 C ANOUT-TOP78. P RSD D-9-- . _ • mpg 1 C� 110.8 IE R:?i „M 73.49 RiM i� � h P R ETAIL 8. 12 •PVC ATRIUM 76.49TP VC 4.112FS � S 72.31 IE-4 P 7 ' ' • - 7 .49TP g • )RAIN 78.54 1 .951E 48« T) FlRir 0 PT.; • , D ._ 8: 2-12 MVC ATRIUM 8 CLEANOUT-TG75:95 ,. 75. 3F __ O TO 8 . CLEANOUT•-TOP78. •---e- 0 r . I TURN�AROUAt 45 I - PVC 4 0P -mss 4.- 73.25 IE-4 PVIC 7 T • h 1 _ • I N PLR AL0 3.$2FS, PLAY AREA70 77 IE 8 PVC ` - 86.6 2F , �- } :', ,` ,, , •' AM- ,'; ,' sr r. 76.40 IJNDERdR 1 O 7 I, 87, i C: i W 7 �y p,- 'p .02E tq 31 « 74. Q 4 86,7 • . -4 PVC ; 4 86: DTP TILE p ,' �'' I� WALK, 7 ,'�` 86.8 TG 13.3 4 PVC 7 8TP m, 4 4j' 2 S ,F2 D GrS, .TYP. TO D5- I 6,CLEANOUT- TG • a 74 5F5 ?, - - ,- BLDG, A PER 8.1 OTP { 74.40FS ,33T� TYPiC O• 7:04 FF 13 r 's ' - • d' ^�" � , 7:377.. 0 E . c 4� t21PVC ATRIUM ,, 74.47TP . :. ; 4 s . n W 3 �7 w 111.007 ; ..- . , _ , �' � 7 ,..., ., T F9 • 71:507 ;, .ZEz 74.1770.- .- 101,677E ., � - '• - .,.RISERS s � a 4.5 IE--6 PVC ° 73.8 ; � 3 87.4 TP 4 v : 4 T LLJ 8.7:9$ C . v � W t a3, , •„ ,; ,, _ 87.5 4 ,°> • 88.0470 our+rR9N CHAIN-LINK FENC o> 9.3.171 » 3 UNDEFtDRA " • ' ,ARCH" 0 - . SEE- WG _ ,• ... •,, . . 4 � 7F PER• SDRSO D 2 ed 93.6 _. < . • ___ ... _._ _ , ., LL-� , ' fi9. 5F ,. . � , , ": r 71.78 S ' : •F`� 1 I D T IL 2 . ,: , 87:90 ,. .,� ,- . 7`4.41 fE-6 PVC • ;- . e 4` 43 S <• s{ , • • e .. a W, Y • ; , • , , IN T d., P ASTIC DRAT lE : ° .L � , : TP ATRIUM 109:87G ' T to .. 4 „ + .237 .. { • ,. • , .7 ' •... '. ^ .•, � 8. C 78.6TG; 73.01E 103.01E 7 5 :, G v 7 7 17 N 74.14E ± r- Iri F PLANr t, , 71.63E 1:7770 .. E, 8. 7TP I DRAT q z L A M w m aR 73,28FS 9.7,OF$ li 7T , 0 7 - : 8 76.8'fG;, �.01E" ' 1 , F « �6DF 6.09 IE l PVC . . . , r.7.8FS. .., - 7 7 49 IE-B PVC 77.0 FS T ya7 7 .46F5.- • 3 76.6TOPj 72.791E 2 76:62 1 0 o _ PVC 72.28E .5 _. 76.97TOP 27.8LF ` 8g33��pp gg pp 4 FF 76.42 7 7 -.. .,___'77.D2F 71:41 IE 7 � •' 71' 7 T oa . - I 2.02FS , 71. '° $ ,z" • .� > , „,. ,_... �} r•� 72.2 FS a48 • 8 ,' „ .1 T ', . ... ,;., nom' ? 8x4:6 MODIFIED f ?' 6T • - 71 Z 25F •• . .•, ll \ N' 1.63FS •71 TYP CURB OUTLET s a 12 BPVC ,.- . : 7 . z yy 71.27FS t'f`i , � PER S I 87:8OTG•, 83.601E .n o ,' 2: DRS D- 5 O J O . , • f ,:'. , 'N ,., 141 �"� - PVC 9LF- � .3 S, 71.5 F'S °+�.- � 60.50 TIC 7. FS 71 8 m FF n 4i a r ... 0 a ,, .- ..- -. •7 .6670 . � ' .� � 60.Oi0 L a,7 AIN : 71:64FS 9 ' ' W �n 0,171 12"IN h o ,. ,. 4 8 A IUM R � 71.8 FS ' .._.. ! � ..- ( ) i F,=57.5 Dl H t MODIFIED BR 7 70 ina�o e • TC _- TYPE A H 50.S6LE PER SDRSD 75 � , ,, 77.O6FS ;: .,$9FS' - " . '$� P , :.., w d -DRAIN 1NL7=T :' T'C 7 . 1 , {' 12 x12 DR d 72,34 0 $ , I 4.51E >' :, , • 7t1.84FS S OEkSTOR 97.5TG, 9 ,� .; �� „ , 72.431E � � 7.06FS _ ► 71 5T r r IM 8 I D S) W ) 67.7'IE 6 PVC ERFOR TED PLEB' 71.QOFS 2 48• HI 1 P I�1 8 :80 83.601E PER D"TAIL 71.15E ` 83.801E 9 t '3.3LF 1 01.070 00. , �. - W ATRIUM DRAIN 7 9 1. }2 I P '. rBTG., 73.01E ,= � , _ 3 3,.,,,_ � P 0 . : 3 �f 4 9.90FS F ,70.r39F •,STORM• D . �9 w w t 2 : \ -4rPVC a, 71 R s TYPE'A: CllR 0 ET ON Q COR F 328LF •TYPE SD � u h _ ' `. ; '77 8F ;' -g ;P , , : . ,70. 5F �H� -1 � PER SORS[T 25 iPVC A UM • • AIN POC 7 LF00.87i P �RATfiD' RIP i' cu 3 •. � 4.SO7W � ; 12 x12 DRAIN LDG� ��ppgg�� r F E.G,PAD • • ., ,M IIA ' T .�._ .� ;; f 65 In DRAIN- 7 .9 ser�cruNru v'u� 8501JE 8-c.:IN_ry LE pE ` 4 _\ 87.65TP PER DETAIL ./.`mss r ONC. 5Wh - .0,21E 12�I11 ' 58.50FL e� w�u _ e 70.0 t 87.90TP 73. IE-B PVC I TG87.5 7 `FF - N N 84.8QIE 12'IN • L. �' 9418 �t 58.661E ?(1 "I 906OTW 87.3 IE-8 PVC' �N r Al T r12'PVCOT:07i 4 ; . 1� , r y 7.85TP .0 I P.VC r • 70_3770 P. � ' P.O.0 FNDN w� TYPE A ClIR6 OU ET ? 100.2FS DRAIN 19.9LF-6 PVC ° A �' .. ,69.15E 6 _ 62!FS , f f3:70FS 64. 5FS PER SD S D 2 3t ° 96.5TF \ T- 69.137E 0 6 .6 FS 6 FS '7:177 2wA + 4 5'. E-6 . 77.06FS A: 58.7070 105.501E . 7 F _ . . .,. . W ` DETAIL 4 •e. ' HIGH PT. 0E' . S 8 361E 1�r IN ° ?O 1t1D A. 67.96 65. STC o 3 8 FS ' 4 TG 847 N 31.1LF-1 'PY �' 8 .t1 - d8:2 TP OFS' '\ ,93 5 6 .98 Sri FS 67.9470 6Z.46FS 84.i5FS 64.58FS . _ 1 45 W 4 68 F 66.34E . . - G , ' 6 CLEAN T 73 43' 9 0 S .Q __ �_ 67.44FS....,.._.�-_.;__. _ _ _S__. ,_,.,.... .. ,�:,_,.. _ .1 F . __. y g 1 7P _ " . 6 T _ _.,r - -67.9070 _ _ �»._. - DID Co 'I. ". � 8 �- : 7ijTl�7 89 80 �. S • _'' 4.3 . - 6 .21TOP �. M T.NOT�, �, 75 �c� . . . -9 Z Cu EASE EN _ N• ` M1 , P CUR IMLLI D-1. TYPE- 67.40FS 59.031E (OUT) . ' 11 �s a PE A5 Pte' SDR D W CE EASEMENT TO BE G• L G • , 4 7p 73% 6 /1 :o �•: 4.87 RIM , ,1.. I QPENPI4 gtD 9.� F .4 FT. RER,SURSD D-1 67,06TC -1 •PVC00.5% • «:, _' �� y, Z0, 2 1� 4 22LF '3 m 4 951E 48, ;,IN 8125F5 • ;' 73.9 TW , ,� 9a16FS 69, ' _ _ fn 86 55FS ; ' s p ' 66.58FS CUR9 INLET_ D 1 TYPE A ¢ I CD "FENCED IMT}I 3 ORANGE ., : �0 951E s12,; FENCING PRIOR ,i0.START OF a: 05�OIE 24 94.50TW $294FS Q T /, t , TC 8&D3 l , ��.: :.4 PLANTING -. '40 L=4 FT. P SDRSD P-1 • 7._ Z ?�' 87168FS AR A 7 .90TW 57:7 FL . A Q o CONSTRUCTION. NO 3:O2F E 5 ; . 69.00E �o O MODIFIED BROW DITCH 89.5TW' 3 TRUCTION :ACTLYITIES. OR 7 TC�83. tl "�, I'CONS - VARIES 84. ` ' TYPE: A-2 WIDE e T 62.50 FL 'O • Co = in LO DIS;URBA�ICE SHALL OCCUR IN. j "� 7 . OT 4 7TF 6i.00TF ;fi P - 1 E n ,--.N , " . �CFIAMBER 3 'I OPEN SPACE,EASEMENT'OR n 7 OOF JL CD ti J ,. , , : �• w • �+� SHEET �C 8 In AL R RCE %:' TYPICAL ALL WALLS) 4 v BIOLOGIC ESQU ( I 7 p� i 1 1 71 4.01 To I EASEMENT. _.. .-.,. , _,.._ ... _..,_ PAO T SH i m 47 73.65TC 74.20TW. I a LIMITS OF BIOLOGICAL - 3.6 4 68.84 MODIFIED ,DOWN "DITCH 3F 0. 0TW . 7 .15FS 67.OFG T FOR YSTONE WALLS 1 57.007E p WALL DRAIN e N yE (s� 56.90EG. G)� '� 62.7TW W r` RESOURCE EASEMENT ER'DETAIL 6 �` 1 73OOEG 4 4 • i PER-D000MENT .._.. 88.25FL i 83,007E 87.29 SEE SHEETS C20-•23 55.00TF NLET D-1 TYPE-A _ 19 4'7 ON J _, C2 70.007E • _-WALL` DRAT WALL CURB _ _ 54.95EG- 53.007E REORDED .._. 83.001E (6, OUT) 4 L�.4 FT. 'PER SDRSD 0 1 OTF µ. 4 € r` 1 C 13LF- PVCOI% TO CON , CT .84 I -6 VC - ... 53.0 ' v 2 AI U "' ' E TO FOUNDATION DRAIN ,' _., ! BIM. <- _ 59.601E 'A -B. (LT" Ld - 61.85 FL , y R GRADING PLAN -�� OFESSIppA °' 20 10 o zo 4o so EASEMENT & DEDICATION LIST: 1. BIOLOGICAL RESOURCE EASEMENT; DOC. , REC. NOTES: �e : 2. TRAIL EASEMENT; DOC,_ _ REC. 1. EACH PLANTER IN HARDSCAPE y \5 +a tb Q i TO CONNECT TO NEAREST STORMDRAIN �yL 4 Z o, 3. WATER LINE EASEMENT- FOR OMWD; DOC. REC._ SEE SHEET 015 FOR DETAIL c=+ 1�y 47 A license Expires: a•o DATE: m SCALE IN FEET 4. TRAFFIC SENSOR EASEMENT; DOC. - REC. ' �l REVIEWED BY: v' O 1 inch = 20 ft. 5. STREET DEDICATION; DOC. REC. • * -�-oT * ' • Z 2. Q = 4 PVC 02% FROM DS TO SO w CD 6. PEDESTRIAN WALK EASEMENT; DOC..0 7. NEW INGRESS/EGRESS EGRESS & MAINTENANCE EASEMENTRFOR PUBLIC STORM SEE SHEET 015 FOR DETAIL sr'rF clvl a��`! Z w DRAIN, ROC. / REC. OF CALF IO3(.a3 C O 6 INSPECTOR DATE: zo U) REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DREAMING NO. w 5- SITE WALLS REVISION PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED A OVE REVISE TRASH ENCL. WALL DESCRIPTION: S.D. CO. STD. WELL MON. GRADING PLAN FOR: 35 _ G p ID# 1875 HORIZONTAL 1"= 20' DATE , �d'3� y3 BY: BY: «--{ _ - V �,.7 REVISE WALL DRAINS GRADES l ► LOCATION: AT THE INT. EL CAMINO REAL /I�, /` c+e CITY ENGINEER AVE, �T/'+i1�71T AI art WCoG _ RECORD FROMHESANRD EGOS COUNTY VERTICAL VERTICAL cwc� R.C.E. NO., 64472 DATE: DATE: A I'.t��.i1�11A►7 ELEVATION: 72.93 M.S.L.DATUM: NADV 29 CHRISTIE A. RADDER EXP. 06-30-07 WORK PROJECT NO. SHEET 6C OF 26 CAD FILE: 7488-cDe.DWG Y 917 n.1.ryq::•:,: J J , s , cr t fr _ CATCH BASIN TYPE F PED. RAMPS MODtFIl�b PED RAMPS d PER, W PER SDRSD D-7 TYPE D PER , - `1' -1 WALL FND DRAIN IMPR ----- SDRS D R_ D___ . G-31 PER DOC..L _ IL 5 TRAIL 16 -OUT) ; r 10 TRAIL EASEMENT- - - � - - - �. ,' ♦ i , .. _w __. -_ _. . __-- ----- _ i - 2 , : 80.39TP : TRAIL EASEMENT r N 80. : 44F1 TO CITY OF ENCINITAS i _� i 18 MO IFIEQ C , . SWAL w - � -' N.d_ _ _.- DERDRAIN ",' PER DOCUMENT � `, CURB-PER. "" .PER 'DETAIL 8 .-'-f-. _ _:- ._ . � . _.� ____ � I _ A M 3 UNDERDRAIN, o P. R .SDRSD 270 . IJNDERDR-l�iN 2 RECORDED 8 TR ESE E >. T '7]TC. SDRSD G-1 TYP \ PER. SDRSD, D 2, $0.59. .80.53TP ER SDRSD R_ .2?'• 24 . 7 .801E . PER•DETAIL 8 • ` \ 21.50 - -�- - G`ONCRE SWAL T 2 rn• - - 75.10TC �d : 73. 1FL. L ,i 4 ,� ?,_- -_ " '� 88 041E.. !o 7.671 < ' - � _ CURB INLET ,E-B SCHED. MAY BE 112.21F , D Z 2 O 81_OOTC 8 .037 43 OTP 94.17 PER DETAIL 8 " - C ," _ CONCRETE SWAL 1'YP ' L-4. FT. PER RSD D-2 )I USED f�T' THESE P TIC OR IN aiOTP .3 U ERDRAIN X39 » . , • .: 1 O 85. R AI 80.74 8 CURB.d�GUTTER• G _ I F 28G 9 ;: " E :0 TC' •PE S RSD D- :. - TC-` 3.50 Two WALLS IF FI_LD ... D Z4:5QT•C--, ,•�`• = i __. _..__ _ C2 _ TRAIL ESMT. . 81:24TC ,. • R SD :G�-2 85:501 - RU "Vl -&90 S ." - PER $DASD _ ._27_ _._.. es 1 726717E CONDITION REQ S _ _. _ _ ._ : -_._._ ____ .. r..,_.._ -- 76. OIE ,? 7.4.00Tfl ° '' . ; • 84:.051E " ._,- '- .-~.._ ,- - • _ _ 66.351 � �. - - - - \\ 8 81 _ q x�� - N - r' .; a34.75TP - ; E T - . : 9 pj 421 LF, 6 P • ' cP s 8 .317 . ;' S.TRA1 _EAS :1�� • d.; 9 .28 5. 5T 3 <? .. -� 7415TP .`t 1 0,001 S , :. _ ,-, _ � 74:65TC• 73:857 • , ,_-,; ; ;,, .. \1 •. .O1TP , '84.90TP / n d ;.` DIET L 2 '. ,_ 85151 TC 85.40TC 73 35 '.�`'• - L7 •, € , . : - ; : FF=76.62 - °•- Vii ', ' L STI DRAT INL T / : ;i aK aASS -TrP. -12 P I STC9�0 STORM'CEP O.OTG 3 UNDERDRAIN : 8 .t6 TRAIL SIGN ;71 , 103.01E PER SDRSD R 27 85 664T 6 ANOUT-701314. ; BLDG 5 - - 66.321E 112•IN> 2 85:281E 85.5dTP . ' ;' 76.60TP 76.60TP 6 PV0-66,941E - C24 : ,,; g�.00TG . 76.60TP P.O.C. TO'FNDTN. DR 74.h5T / i ' •, , .3 UNDERDRATN $5.62TP 76.60TP _ ' • ;>• , 54.44LF 6 PVCOI. 5 S w Q. PER SDRSSD 0-27' . SIGHT,Ot TANCIE CLEAR ^� B R 76.70TP 76. _u . . _ 76.60 /°74:50TC' , . ., 7 .49 76.49 •,. �\ r E LAND APII 2. IGH �:> . : � d .. ; . ,!,1r0T TQ CI �1 76.69TP c s 76:49TP 9 . _ _ 75.067' f �lN D NQ SI AGE II :' �4N 76 60T X 4. 6FS RHIS A \, �O » AIL $GN �., ; 4 p • 5 ' 18 MODIFIED CONC. SW 'LE;. 61f- +� _. d STORI1; DR CLEANOUT 10<84IE d d ,. 93 M. -PER DETAIL 13. ' • ' :• / ` , TYPE 5 P SDRSD D-9 12 OPVC ATRIUM, 76.49TP R"Z?7'0 6 CLEANOUT-701776 29 5.42iC _ r 76.49TP S.D. / 72.31 IE 4 Pte' a- '. 4s92FS 73.49' RIM o IRE DEBT. DRAIN-TG 76.54 �6 _ • 75>53T 7, .. TO 6. 2 t2 •PVC ATRIUM _ - 8.95� 48 ; OUT) 6 CLEANOUT-TOP76. 6 CLEANOUT TG75:95 . y TURN-RROUt.IO ; 4.5 IE-6 PVC ' 4'P AIN - 4. 75.Q3FS, , r 2951E }2 `\ PER Al. _ 73:25 IE 4 PVC 73:$2TC f o P 71.38 IE 6 VC 70.77 IE-6I�VC ? Pt AREA .r *�1 PLANTING ry ^ 3.32FS »r 86.61TP. 2175 ; I UND ; AIN; x• 76.40TP 87.11 C. ,. ., ..- � n i i 2 d s ,� !,� - .,' 75.45 $ f� i 0 86. 31E . . 'p 77 0217 o _ 8 - s , . . . _ ° -15 0` . ' . 74::95175 `v " 74.78TP- $ T. _ 4 PCG SIDEWALK. 73 35FS. , . . 13.3LF 4 PVC ;,�/' , 75.88TP -15LF SDRSD G-5 TYP. q] TO 74 '7TA ' 6 CLEANOUT-TG ,. 5 � e ... _ VCO27t'. F 7.5,2 TC E 4 P , _ 74.39TP l� , 1 4. 4 IE 6 • < . ;r . •, 74. OTC , yw _ �� BLDG 4A 74. IFS . PER ir$-nr$A 6.10 P •,. 74.40FS ° TYPIC � ��/,,� ' .. -, n>. • . . . n.o4 FF ,. .. 8 T 70P73.51 _: ,. . r 14.86 C• �r a leL CAIYw 10.001)< K 71 30TC VC ATRIUM r v l - P _ 74.36FS i 3 70.80FS ' 11 t:0E37W r, 74.4 74.68TC 101.67717- � ,-. - �.,;,- ;-' . %- J t' a . » 7.4.177 74.18E3 7t 50T.0 : 3-5 RISERS' F . e. 73.87TP . '74 37TC -.. • 87:9$TC - . 7 .87 . 73.77TP P.A. ;' 4:50TC � 70. I -' 87.5 TP enR N d 0 4 33 5017, • f N 7 _ ro 8$.04TC . d 7 a CHAIN INK ,FENC a a, aD 1 77.02FS _ SEE,ARCH. DWGS. 3 UNDERDRAIN . 3. 6FS 74.017 7 . 4 L''�' 70.50TC _ - ,.- ;: _ � ._.w.__ __ - r - 93°67FS,PER.SDRSD. D 2 7 .51 FS 73.3417 , -- ._. << _._. _.. <._ , -, r 87: f• F 7 72.?OTC ' DETAIL 2 90�E 75.75 + , 88,17TP . 73:$17 59:95FS • :% _� I _ C 72.40 S DRAIN%INLET - : . 74.41 IE 6 VC d -- 3.43 7311 FS _ } ;1 SwSO. ATRIUM - - 109.87E 6 88.237E 76.6TG• 73.01 103;OIE � 88.. E = ': i • .� . ' - •' X0:1 •TC.' , 7 Z5FS ca 72. OT ' 88. 7TP ,. 8 S . ATRIUM DRAIN 4 J 74.14FS F- 1i, , 72. OF 70.207 NECT TO WALL zo . � ro 2 2.10 C �Sr : 8:67TC 73.01E" , n 76.6TG; c.LEANOUT-70P7&82 n? . m AR 73.38FS . . r FN DRAIN yr -` ■ a O1 • . '71. '0FS o�9 70FS N 60FS 66.091E-t PVC +o �. 72.28T j .6 CLEA OUTS n. 1 83.201E 7 :49 IE 8 P,VC .:' 71.7.8FS -71.96TC .017.3' ':7` 78. TOP 72.Z$IE 77.02F8 T' 72.7.87 7 . 5 ° 8 ,a 76.62 Ti $ 71.46175 a " n ; 19. - 01.5 � . _ 76. P ` 27.SLF 4 RVC 72.28E z z o 3• I„ g py FF=76.62 02 S 7. F n > 2.52TC.. x IE 02X _ . 5 - 7 .7 TC a .:,7 T.0 < " I i � 71.757 � � _ �; a- I . 2.02FS , m Z BL J 72.28FS N 48FS . , 71:25F oo:. c�� 'z+-' . s 1t. x4.6' MODIFIED, E; 12*SG. ATRI RAIN! 2.13TC m t �► E - 2.86TC : E CURB OUTL T 1 01P .A UM 72.1 TC. : 71.63FS .71. 7 Z_ z 87.643TG. 83.001E .n o' A, 2. 0072.36E „ (ri7 n _ 71.2 y1 ,7fS S ? $. - ER $ RSD D-�5 °72.727 72.4 Td o:w . r v I d a, . _ _ _ nNN o w �N7 +- . ' z 60.56 TC 5 FT. LONG. SIDEWALK 4Y P 8.. 7O6FS 71.5 IE 8 P BLf. 72.32FS ac�i d m. 4. _n rya < :.60.0 L w 72.66TC �:: GiW N CL RAD-5 .5 ,� 0 0 m 72.2 T s. s _ » 7 �, 8 ATRIUM DRAIN : 2.52TC• o: ■o �c�. 1 � MODIFIED BROW DITCH rn ` �` a N t6FS -71.78FS 9q. � -w ,rqu7 �60 71 (12 N) '_ PER. SDRSD D 75 ,' v - .SLF-4.PVC 71 977 s m . _ 50.56LE ' , 77 O6FS �� T2" M R '. <: - . . •7i.85T � •12 w .47% d 12 x12 DRAIN INLET d > 72 34TC , . 1 97.5TG; `94.51E ATRIUM DRAIN , . ,,. � X - .. � GRAIN LT�, . '7].84FS 00 ST.ORMCEPTOR . , \ . 6175 6.62TG, 72 431E - _ .' TC , 87: 0 • .83.601E, , 67.7 IE >$ PVC 71.657 68.13RIMF 3.881E 12 W F 71.0 _ • �9,P1PES I .. 813 C<E ~ L 8 PER DETAIL 3 P. 71.1517- 63.5E OUT) HhQ• I PERFOR 3(,S): .7O 248 y r 48 IN 1 At AIN 3.3Lf,-12'PVCOI.OX _ 5.B LF00.5X 3 2 pU 4 6.6TG., E 70.897 - DD Q 25 � 70.39E 0 9.90175 r 05TC STORM DRAIN UUT ;' ' F • 77.06FS 17.5LF=6" P :TYPE SDRSD D-9 1 P � ;, �, ` 32.8LF-4 PVC a, 7 . FS NCOR "HI-Qw CLASS•1' ' RIM° ° , . ; � ;VC ATRIUM • ALL DRAIN:POC ., , "70.23FS.,. - . _ TYPE A. CUR OU ET -- 94.50TW 12 x12 INL.ETB G� 9.80E - ' ::. ..., .. ° '; STORM •_.. - - _ 59 OOT RS� • RAIN-TO 76.90 65.701E 6 OP .OF .E.G,PAD • LFOO.S% fE-WORAYBD' P•IP i 25 87.6 PER D IL 2 i IM ' - - - .� 58.50FL, • ' - -8�.011e S''•!N - WA1 E PER - ____ _.__-. 73.23 IE VC: i- 70.04 ODIC,. S 3 59:021E 12 IN : 58.661E : 1iwl co �• C� 1,06:OTW P TG87.5 , FF 69.80FS • a a 84.801E 12•IN � •fy *6 ( � ' P.O.0 67, IE-6 PVC' �N ^ 9, AI► 58:941 ' t2'Ot- 5.28 TYPE A =CURB OQ ET ° i.85TP 83:0 IE 70.37TC -. : " P. '. .69.6 T .3 TC � � -12,P�01.0� 4.207C 64.�5TC � DRAIN 19.9LF-6 PVC ° 'y - 68. I �o 96.5717 6 CL.EANOUT TG86.49 69.87FS n m. I` - 69.15E • '64 & ,$2FS . -" • 8FS PER SDRSD D-2b 'V 63:70FS 64.45E r^ 5 77,O6FS 0 6$.67FS 6FS ' 71 _ U] c� 10&501 I 6 PVC 67:177 58.70TC$ o ti, T 7 .O6FS 58.20FL. P+ W _ . O , DETAIL 4 A. ; .s r i CD C HIGH PT. OE', _ p W V �+ R10 OUT 7 SD 58.361E `(tf� IN y 69470 5.,. 69.4 C 8 837 67. 6TC • 31.1LF-12''PV 3% W A 12 P Cu C2 8.2pTP . 81 IE-4 P 70. - . 69.437E 65.08TC a l Z 00 of ANOUT-TG73 OFS 99FS 68:33F.S' " 67.94TC 67.46E 66:84TC' g4 55FS• a S G. A OUT ►-� L, C� 43 9 P 69. S.n .. J 6$.93FS r 64.58FS co I `' R�J N z cu 88.18TP -., 66:34FS _ m EASEM T NO ., T�• - Q =�. - RIDGE . 67.44FS -__,b__ • __. ._ .__ __ __. ..__ _ 12 SD CO _ __-.,--_63.10FL • ._._ __- _ _.1 4--._. "': � Q EN 'F% 5 e 89;8017g�/6�9."' �' 8.4.5LF• . . • -' -67.90TC -, .. ,E ;�$„PE 50RSD D -9� 1 .- OPEN $RACE-EASEMENT TO BE r !.. ce 9� r • -67.21 TOP - \ .87 110t I Z o , \ >pG G, <d a 7 0. T 2 P 76X - - 67.40175. �y H o . d w FENCED 'WF 3 GRAN \ Z 0,8 e 0 p CURS I , D 1. TYPE A . , 114TH - . 81 517 7S° fF 69. OFS 69:66TC _ 59.03IE (OUT) - 11 IN W c� 86.55FS` 2 S 77. FS 5� 7 90TW o Ll4 FT. P RSD•D 1 . :" 67.06TC. - P 5X FENCING PRIOR TO START OF 501 94.50TW V 3 69.16FS 69 2.2LF 1?� VCaO. g $2.9:4FS' P /` _ z `b _, L'3 CONSTRUCTION. NO ?-�, n d PLANTING� TC 68.333 �0 66 56F WRB INLET D-1 TYPE-A 3 CONS, 87.68E d 69.50TC. m _ 3:0217 d 73.90TW 67.70 -fL - , coL-4 FT. P SDRSD -1 z CONSTRUCTION,ACTIIA119S OR _ _ tFIED'Bf�O DITC $9.5TW AREA 'C ^ 61 7017E _.. VARIES ',- ,.: 69. '64.ONE . o. EMPNI P LL �o DISTURBANCE SHALL R IN TYPE 'A- e - 0069.67TW 63.7TW : TC=63.33 ' M U7 CD I _ ^ . 76.68 "� 4 7- ,� `} • co. CIiAMB C _ TF 6i 0OTF .62.50 FL o . o S E SH T C26 5 OPEN SPACE, PER' SDRSD D - .1 i. . TRN 72.50TC �: .. '•'. •63. BIOLOGICAL RESOURCE / 72.00FS 59.3 E F- Lf) i _ (TYPICAL ALL WAL 0.5Lf: , P m EASEM T. 4 t O I 1. 94:OIE 7d:4 S P _ 01. 5"1.51E RI IN LIMITS OF 86.47F3 8 .1717 FQT _ _ _ _ xIQ TRAN PAO_-_ _.:_. ( E MODIFIED DOWN .D TCH - 3.6 73.65TC C 74.20TW " CLEANOUT 66.757 "'""''"^ K LL (tJ _ RESOURCE E 7 _73P 7.23F 0.50TW . 72:407 - R DE IL 6 89AOTG 1 73.15FS 67.OFG' T 70. 8 NECT TO FOR 1C1=YSTONE WALLS 68.847 4 `'~: WALL DRAI (�1 J PER. DOCUM E 73:OOEG 4 4 / 56.90EG 1 57.00717 5 .33 ^�i 88.25FL r' C24 ;` 63.00TF 67.29 IE-6wPVC -� a 62.7TW 9.OTW t 2. .� RECORDED _ _._.._ .- 70.00717 C25 C2 w SEE SHEETS C20 23 55.00717 _ . f P i' (4 > _,' r 83.001E (6%-AUT) 1 r 4 WALL 7 DRAI WALL DRAIN CURB INLET D-1 TYPE-A _54.95EG 53,00717 ` "' v y- i 13LF- PVCOIX TO CONN CT 68.84 IE-6 PVC _ _.. L�4 FT. PER SDRSD D 1 53.007E �O i TO FOUNDATION DRAIN - G� ('•) QQflfESS/®,Y 61.65 FL it n 20 10 0 20 40 60 EASEMENT & DEDICATION usT 1. BIOLOGICAL RESOURCE EASEMENT; DOC. -, REC. NOTES: �e� A` � '^ "^ AS' BUS T ` Ty # �; 2. TRAIL EASEMENT; DOC._ , REC.- 1. EACH PLANTER IN HARDSCAPE s ®�� '_ GRADING PLAN �_t4_� Q / TO CONNECT TO NEAREST STORMDRAIN 7 DATE: 3. WATER LINE EASEMENT- FOR OM WD DOC._ REC. _ SEE SHEET C15 FOR DETAIL o- 09 license Ex ires:R EGO`t7� z � SCALE IN FEET - � --- v 4. TRAFFIC SENSOR EASEMENT• DOC.__ REC. Rn 1 inch = 20 ft. '� CrvsL * REVIEWED BY: o 0 5. STREET DEDICATION; DOC. -, REC.- _ __ 2, QN = 4"PVC ®2� FROM DS TO SD w V) z . PEDESTRIAN WALK EASEMENT; DOC. , REC._ q�I)FCAL to 0 CD 7. NEW INGRESS/EGRESS & MAINTENANCE EASEMENT FOR PUBLIC STORM SEE SHEET C15 FOR DETAIL w w w DRAIN, DOC. -, REC.-_-- C O 6 INSPECTOR DATE: z � z C5 p,p REVISIONS APPROVED DATE REFERENCES DATE � ` `ol FAL T DESIGNED BY DRAWN BY CHECKED BY V CITY OF ENCINITAS ENGINEERING DEPARTMENT DRA ING N0. w a'� u T SITE WALLS REVISION v 2 REVISE TRASH ENCL. WALL DESCRIPTION: S.D. CO. STD. WELL MON. PLANS PREPARED UNDER SUPERVISION OF RECOMMEND AP VE 3 REVISE WALL DRAINS GRADES ID# 1875 HORIZONTAL 1"= 20' GRADING PLAN FOR: LL 4 REVISE RAMP GRADES PUMP LOCATION: AT THE INT. EL CAMINO REAL BY: - G o o AND MANCHESTER AVE., EST.01 01 72 DATE 3'b�`� BY: ►�+p�� C�� T tJEw 51cEEt' l RECORD FROM: SAN DIEGO COUNTY / VERTICAL �(I ( �. 64472 CI ENGINEER TIM ME SO .ra . R.C.E. NO. DATE: 1ta DATE: 0 4 C1L ELEVATION: 72.93 M.S.L.DATUM: NADV 29 CHRISTIE A. RADDER EXP 06-30-07 -` '�- 1rJ[�l\� !�♦JCiy rilqt.JMM WORK PROJECT NO. SHE T 6D F 26 CAD FILE 7499_006.DWG l'r : j h} CATCH BASIN TYPE F MODIFIED PED RAMPS �• r PER-IMPRV. DWG PER SDRSD D-7 TYPE D' PER { t r CO NINE BROW DITCH 1 / P:O.C. WALL FND DRAIN t IMP N�F.S nG ,! C STRUCT 7 LF: 1 IGH MODIFIED NI1 r / SDRSD G-3I PER DOC. ,zDc ;11451 i {' ; TO ;' ONCRE SWALE ! � G-11 � C. �-__,._ -__ Ur_ ___...__.,__ ___._..__ ;uIW___°-�-__,_._._._-,____.... t ... Q., _, __._.�___ - ._ � 5 TR L REC. 3�ao= e t CURB P R SDRSD e _ 85:1FL � `. �/ 8$. 6 =OUT)"" a -` :10 TRAIL EASE ENT,= - - �� ! 80.39TP • € `, � TY E',B ,BROW T- -. �, TRAIL EASEM ;PE SDRSD U-EENNS�TO qTY OF ENGINITAS,o I ,PER DOCUMENT RECORDED ;\\ 1 8'TRAIL ASEMNTi ,�? '. P R S RS . D .f • •, 5 7 .801E . of ., ER"SDRSD-I� 2�' . { , �-.._ •, • ' .,.; . r ` . , �' n ' S.b' - 73. 1FL.," PER• DETAIL 8 . _ 2 81.03 i ' 7.67JE'' 7 .1 TC CURQ INL E B t � � 1 ., � - --� � • CONCRET S Ai_ 88.04(B..-°•-; $1..00TC „.� 4. OTP ;' • CONCf�ETE SWA .1�1'P. � a4. FT. R RSD D-2 I TAI C24 w . MAY BE SCHED. ER• DET 1 \ T , '1 ' P • , . 6 CUi48,dcGl1 •, R• G• � 50 �,,. C 5 LA C bRAI o TC 3. j AT THEE USED S k• IN• •F'E SDRSD •D ' 7.4:50T'C`- - 1 ' �' � ;. • •< •. ER DRSD G 2 I j7FL I \ 81:2 s. 72.6 28' 9 8 1 r 4T G C F�, LD ' } I E TWO WALLS . F1 ; TRAIL ES T::" DRS ,2 , CONDITION E( S 6 .0 4.05E' - - - ;• J 8T jN _. CD r TR Al . 8 .3 q k N . a � 1 } i ,� 5 � '�•...� , ._ ,,,.xr„x>-,. .,.,,::.,mom . _�•- o •i I : € LL _ -�'� a __ ,. • : fR •: i 74;65TC• 7 '85T � I `. � ", � € 85w `a i . , . , , r i' FF 6.6'1 - ¢., 4 DET L 2 s \ . 1 l ,; •; >"' do r � • t f 3 -7-Y`P` € S'1�9�0_ TO M f P• Q 93.3 5 H LASTI DRAIN INLET r y Rw- ,�": 1F �.. r�' AIN 1 T . • ,., :•�:.., r rw. f ; , � TRAIL SIGN i� ( '. t �. O:OTG, 3 UND RDR 8 a r ! i T6.62FF ,� � `r .' • PER RSD Q-27 85.66 G \ " , � � I 8w CI EANOUT- �P74.84 •,• • c�,3,2 )` 103.OIE' D G, 6-PVC-66.941E : 'I V 1 r BL S ' 2 � 5.281 TP . t 76.60TP - 76.@' f J OTP •Y �p ' '�X ! 66.241 2 76.60TP' P.O. TO FNDTN, DR (;�� i • 11 $ OOTC . . 5.62TP 76.60TP ! 54.4 -6 PVCC 3.95FS ' / SIGHT, � , CLEAR 24 „ 86 •3, UNDFRDI AiN' a S G � F 1 I 4 P," 76.60 t•74.50TC' '`� ' 4 ZONE. 'lA 76. 9 ,1 I i; ; NDS ARIiJG_. i T X D2 ; IGH O� 8 ,741E, I X10 CE� ( C2 �" .. •. � . ; . ,,,,n- : 7.. ND NP SIGN Gt Iii 76.69TP .a r t _EI' .7 0 T• � _,t ; l /: h " 76.60TP Ra O : e S}1 277. 3,F �.� m h 7 SD 'JL RM DRAI ,CLEANOUT : �IGNS ., �` _ pVCO!1 ; :. _ _,_.! STO R'L 4 6FS �, 1 MODIFIED CONO SW L . ' s ; . > ,..: g3.61F 0' 8" CLEANOUT 78. 9 !` f E 5 RSD D- o .9 11 .8 IE �-'SCALE • e Rs 5 DETAIL . 1 - P 73.49 MR 12 v6PVC ATRIUM S9 76.49TP 72.3 IE 4 ,;', 74r92FS • r ,, , 76.49T'� 6 � w • FI T.. • f DRAIN, T 76.54 1 2-12 OPVC ATRIUM _ _._� _ +! o I . RE DE<P • TO 8.5 8 CLEANOUT TG7595 75.03FS; 162 951E �12 r l TU N-AROU 4.5 IE-!§ PVC ; 8 q.EANOUTTTOP7B. _ 4y ---� U:/r, .-.. ._; R •, . , 4 P , r 73.25 / ) N i { PER, AY.V? / 71.38,,1E 1 70.77 IE-6 VC P�nrJTrtvc � AY ARE � - < , s. 86.61 TP• 1 ,. � r U 2S , ,• / . 76.401P A "UND1rRDRAM . ,, ,, r d �► d ~ "' ""• t` 8711 �. , .. . . I )R-SD D�2 _ . ?1 � - tu !• r !4 7 7 . 5FS / 7 TP. r s a, 74.78 '' r.- � ..-- .86.80 ' � ,� ., ,. 11 LF-4 VC ;, ; , �� • Pr 4.,P O SI WAL'K. 73; S. / 1 86.8 TC� _ - : f ., -4 PVC h z 13.3 75 8TP _ __ _ ___ . 3-•^, .. h 8 • . .. �� `' �"�� ='� �R S • D G. 5, .TYP.' w 74.57 f , I - t 6-CLEANOUT-3Z I € 74.39TP � •" . ,� . T I T 4 PER' SD r3a - r 87.33T IC , '" - -^� : ( LE UT TOP73.51 ,r �' / 1 TC• .. 8 C •- ,. 730 l € 4. 5FS -37T a " / av 8 {' a ... 74.36FS . ' ., y x_ 0.80FS { 10.00 . � .... . � Q i .OPVC 'AIRIUM ', - . - h 2 74.47TP 74 8 ! 3 ' 0.4 .I t8 PVG •6 T� r' �-' , - „<.. ,, ; • �.• •_., ,.,' 74.18FS • 71.50T.C' , 3- RISERS r' 3 U 8,7:9$TG 73.77TP : � 74 I :.- i ;. . OW . ,. e / 74.ODF a \� W 87.54TP onR ,. � � 1 N 0 Q rn 93.171 S & 6F 7 1T a I- �'' CHAIN-LINK FE NC � q� -{ .., 3 UNDERDRAU�Y'; � v� 93.67FS;PER. SDRSD'D r ti 87:90IE 7 .75TOP E I f r � : . , . , 4.41 IE P STI DRAT IN : : 1 I L. 1 8 S. ATRIUM w .23T a . 1. I I t 8. 8 C 78:6TG: 73.01E 7 .4 FS. 7 0 ✓ 8 4'. 103.01E • -. 7 FS - _, 75TP v i P aNr 7 dt 72. OF 7 T • ,, - . ., � 74.1.4E ts' w _ a v ory, so R 73:28FS . , 9.7.OFS II :'f' OFS FN RAIN OFS ' 88.091E-1 P 47TP -< ., r J ' A UTS' 7196 +OF.3 :7 o 1 f 71'.7.8FS. r-...• s 1 35TP.,^..., -, - _ < . ,- . 7 '4 It-8 P-tIC ,,- - / / 83.201E ` 77 0 1 S. T 1 I • 3 78.¢ P 72.791E 2 76:60 Ff 71.46FS . 3 I A , :' . -: .. .. . .. • �. < , /\ f - 77�2F ® ° 71:41,IE 7 7 ST.C' : • 71.7 T as :• ' � x4.6 'MODIFIED 1, a. < 72.28FS " 48F 2.02E 71:25F oil. -m "� K. B L D 3 c� 13T CURB ou T { N M r 2.86TC • 71 6 z 1 A I DRAIN • 7.2:1 TC- . 1.63FS .71. 7 :.�' ° 1 12,A�VC ATRIUM a e 0 07 - _ � y�3 �' , I 71.27FS ' r N. ? N PER DRSD D .°.72.7 •, ` . '-a :4 •:. < � I - PVC a�F- - � z. ps �'��0. a ! � 7.O6FS 71.5 E 6 W ;f 5 FT" CONC. SI EW .: : ` . q' < ,,:, ,� ,, , '" •7 .66TC 7 . ` .4 _. • � . 1 60.81E 12 IN ,C pp 5 h /' B.ATRIUM DRAIN Y, • 'N' S •71.7 FS- �� - 1 � ! W"•DITCH rn rn ` MODIFIED BR r -7 . i �r4 mdocs ' / 7 2 71. 21E vfronm � •„ . a ,., � a • . 22 .70 y� •v► inm . .50.5 c7 h r .4 F. I Sp;Mj� P SDRSD -75 u� a mmw 1 7 •, PER ., `D ,. 77. 6FS : ,r '/. .4 F •� 2 P � 12 x12 DRA1N NLET , e -: 72:34TC 71. 5 , • ..- ." ', • ,.^DRAIN ClE OU r -' IUM DRAIN , ,, .. ��' 't.98 3 5 97.5TG, 94.SIE.• t 3 6' " <., . ey 77.84FS , 00 STORMOElbmR . (J•\ - \ • / /Y 6.62 G; 72.431E /r - _ 71 - 5 88.13R1 , '83.881E (12-14T w w IM 8 133 S 5 0 S 67.7 IE ,8' PVC TF@ PfPEB' �. ) 7 ) II 7 3.801E 71.1 .71.p0 . 63.801E 'OU � !HI.-_ 1 PERFOR 9 I IN I L' I / PER DETAIL 3 »T i I 1- I - \ ..., :. r ;`3.3LF.-1 PV.00I.OX 3 OE 2OU �., , 8 0. ATRIUM DRAIN 1 5 i r ' I 5.6 'LE00.5x' D 1; n ti t 8.6TG.-73.01E . , d 70II I y 4 aE O ri_._. ,r 3- se 70. 9E TORM. D AIN U T- TYPE' Al`' CLLR 0 TLE 1 C2 9.90 32.8LF-4"P�hC 71. 5TC TYPE DRSD' 4--g PER SD S 2 Q + r =6 ,,p ,;~, .7 ANCOR HI�Q •CLASS•1' `�, !' • 1 � '` DRAIN-P w,w, , ' 7 3F . :;' � ° f, � M • ,�, 59.85T , .• (G , TT�� T1 4 �. : 4.50TW 8 OPVC ATRI M 12 x12 DRAIN WwiB L D G. F ' F •G < IE1Z-OLI T 7' 7 11. I LFOO.5X PERFORATED' P.IP 59.35FL E� A U-) L• �. DRAN-TG 7B. 0� swcTwari 6 T4 0 E. w_ -8591JEM.•6'!�wIN WALE 'PER - - .._ . 59.431E 1 7.f5TP PER DETAIL 2, 1 ! }Wll;: • n N ti 70:04 ONC.-$ 3 ( 73.2 IE 8 PVC , 84.80,1E 12 IN T• IN � '� TG87.5 7 FF 69 j.N N AJL• 58:941 ' 165 8 TYPE A C RB 0 TLETI� u? t •� 1O6:QTW P.O. FNdN; _ 87. IE-B PV . N r 9. S 5 1 , TC • ., .3 T r12.P Ol. 4 OTC � 4.9 TC � o� Z 10 2FS 8 TP 83;0 IE 6 P 5 oor wp5TC 8FS PER..SD Sk? D-2 Ef L N 19.9LF-8•PVC as s 70.37TC 1 P. CD t 1 \ \ 5TF �, 6 AN T G f 69.87FS n m. �p 69.15FS • 6 .82FS rY, 7 7 r63:70FS 64.45E 59.28TC' 7 ?n l , 1 5 77.O6FS 58.78FLI.. it :J .0 I 8 PVC F' ,r a' r� 3 E • 6>� 67FS • ,'` 65FS '7:17TC• 12 p,V c 7 - PER DETAIL 4 7 58.861E ,�1 IN ;, y W CD HI H -1 VC La ,., ti - 2 Ca sn � 1� G ,, 1 G ;� b" ,, .4 a. . , . , SD 8:83 ,. : ' 67.96TC 65.08T".. . e ' 7 o J r I VC r F 8 .43TC , 4TC .. . , . TOR > l E UT f..l. Cu 88.1 E 68. s , 68:3 S' 67.94TC 67:46FS66.8 g4 .55FS• S N S `� r ( 8.20TP �. �. a OFS 68.93 5 r c0 4 4 8 CLEANOUT : ... 12 - 0 , RIDGE r '_, <, � h e ;. _.. T ,_ - .-. 67.44FS �<.__,_..-,��._ - .,_.. •. _ ,�_W...� ._._.63.10FL .. �__ ao T . , < 881 TP - b9;80FSc�65 , r 84. 67.7$TC _ 6 .21TOP�- - N . 84.87 1 • Z ) cu E'ASEM)=1+1 .NOTT . 15' i 9v• T r 67.28FS (OUT) �. 54.95 48 OPENS ACE EASEMENT TO BE MH d P CURB 'INLEt D=1. TYPg-A ., I:DG• ' L � � ; -; �/T�\ . 59.031E j w W R, $ C019 7 69. OFS 9:6 e4 FT. PER .SDR9D D-1 a 67. 2LF-1 -PV000.5X • 951 , 12 o NCED, ,ORA 2 86 55FS. 81.25F5 g• 73.9 TW O 9' I' . 2 2r Tn, 9 .50TW 7 . 1 6 , _ F T D-1 TYPE-A tD . ".E CIN PRIOR TO--.STAR1`AF a ' 05101E - C $2.9'4FS �� • TC=B8 �o 66.56 S CURB INLE . i W > FAN G - a e PLnNr ra' 69.50TC. =4 F - TAN ALL fl N. NO 87168FS ,.. 7 90TW 81:79 ffL ^ L T. P SDRSD D 1 ' 61'70FL$ Z t� to CONSIRUC 0 02F 5 _ „� ' IGIODIFIED `B OW DITCH a 9.5 • 3 CONSTRUCTION..ACTTYIIIES`OR _ _ _ V I E L ' 7TW '64.001E TC=63,33 Ni Ili _ 69 3.7TW ' y co. AMB M - A R IN TYPE A, 2 WIDE , e e r7 ; 7T. 82.50 FL `O . co I _I= Lf) .00F P t DISTURBANCE SH 11 OC�CU , t 7 72.50TC .- TF 61:00 TF '4 SH ET C26 - OPEN SPACE EASEMENT ;OR, - ` R S D-7 1 E �,c� : F. � �o, o _ ! 72.00FS r .� 0 X1.0 RI � > I u BIOLOGIC RESOURCE (TYPICAL ALL WALL$' D ! 4 4 FS AFR 4 ) 0l ,,EASEMENT. __.._ / 1-01 �I � ' _ x1 AN PAD 0� .� _ _ _ 2 E E CU .• u v P. 3.68 T "40T - - WALL DRAQ LIMIT'S OF BIOLOGICAL- 47 , F 73.65TC' ' 74.20 W T r MODIFIED OWN DITCH 7 7 F 7 3 0. OT 73.15E 67.0 G' 38 53.00TF - .RESOURCE EASEMENT - w 3 NN CT ,'FOR KEYSTONE WALLS '56.90EG Cj' I 57.00TF j ME NT aj_ ¢ PER DETAIL 6 �,r 9:OOTG' 1 } 1 i 73:00 4 4 63,0 67. P R_DOCU -- -- ` -' 88.25FL 1 SEE S EFTS C20; 23 55.00TF - ' - - 2.7TW 9 ._TW m J 70.0 C25 : C2 RECORDED a-lk 83.001E 6 4 , WALL_ _ DRAT WALL;DRAT CURB NLET D 1 TYPE A -_54.95EG 53.00 f4 { r� _ 3( ,i' - / ( t 1 1 f C L!4 FT. PER SDRSD D-T 53.00TF 3 * �0 > s C T v H \�� AI 2 v 1 `~ ,.� n-'' r ' , .j ;',r' . ,l 'FOUNDATION 81.65 FL >r p s _._ TO DR N 2 FES 59.BOIF AS -DIJ I ` 1 q m _ G_p � 20 10 0 20 40 60 EASEMENT & DEDICATION LIST: 1. BIOLOGICAL RESOURCE EASEMENT; DOC.��}_p!_4�LQ REC.�.�r�o� NOTES: oQRO s�oNq� � w 1. EACH PLANTER IN HARDSCAPE � 5�`E A. R GRADING PLAN 2. TRAIL EASEMENT; DOC.=3.:.0 49k4l REC.2jl22O� o �� 2 1 G Q m 3. WATER LINE EASEMENT- FOR OMWD• DOC.-___-- REC. TO CONNECT TO NEAREST STORMDRAIN 7i- DATE: z ' SEE SHEET C15 FOR DETAIL No License Expires:RLE o SCALE IN FEET 4. TRAFFIC SENSOR EASEMENT; DOU403 -014 , REC.Z:aZ�_ V) REVIEWED BY: o 1 inch = 20 ft. 5. STREET DEDICATION; DOC.?�o-Ligri REC.-Z"1 40+� r * Exp. 06-30-07 * tY �j z CD - 6. PEDESTRIAN WALK EASEMENT; DOC.2�-aL151.3 ; REC. �L 2• QN = 4 PVC ®2% FROM DS TO SD W 0 0 7. NEW INGRESS EGRESS & MAINTENANCE EASEMENT FOR PUBLIC STORM SEE SHEET C15 FOR DETAIL r9Tf oFI c1a1�F°��\�� !� o� z Ld C, z DRAIN, DOC.1 91A!iL _, REC. sI'lI Z__2? C O INSPECTOR DATE: CS o + REVISIONS APPROVED DATE REFERENCES DATE MAC 8CALE SPMAL DISTRICT DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY GAF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. w �C n U � SITE WALLS REVISION PLANS PREPARED UNDER SUPERVISION OF REC ME APPROVED REVISE TRASH ENCL. WALL DESCRIPTION: S.D. CO. STD. WELL MON. GRADING PLAN FOR: 7435 0 A2 3 REVISE WALL DRAINS GRADES ID# 1875 HORIZONTAL 1 20' DATE € ° BY: r� ✓1 BY: V' - TEN ME �� T EL CAMINO REAL a- 4 REVISE RAMP/GRADES/PUMP LOCANDOMANCHEST RI AVE., ESTOI/01/72 64472 Fort CITY ENGI ER ��T �p�r�+Q� ��} �T�r�7�r�+��r R.C.E. NO., -� �2A / A 1rJClL\Ci1�i►71t'il\ AVE, ril\Vil\UAS s REVI E TRAIL OUTLET OUNTAIN G.Y�T 2 6 RECORD FROM: SAN DIEGO COUNTY VERTICAL DATE: DATE: o LT 3• o ELEVATION: 72.93 M.S.L.DATUM: NADV 29 CHRISTIE A. RADDER EXP. 06-30-07 WORK PROJECT N0. SHE 6E F 26 �EPE� r�CAD FlLE: 7499_C06.DWG ... . 2" & 1" METERS MANIFOLDED WORKING PRESSURE 151-200 PSI 8"PVC - R=371' PER OMWD DWG. B-1.5; B-1.1 ..,;. ARC LENGTH=299.55'M M W M 1" METER (IRRIGATION) N� WORKING PRESSURE 151-200 PSI PER OMWD DWG. B-1.5; B-1.1 7i .�; PER S. CLEANOUT ST„�+7 0.82 B 4'SAN. CLEANOUT SD S-3 STA 2+30.78 / ` OFFSET. 37.62 R RK-T TYPICAL THROUGHOUT 4"SAN. CLEANOUT 5. 4 VC D M (PVT) RNrrvP. TOP=76.33 0 B L D G 5 �6.az FF PER SDRSD S-3 68 LF-4"PVC DOM (P CLI 11 IE=73.40 STA:2+90.34 CONNECT 1" TO CONNECT TO FOUNTAIN w DRINKING FOUNTAIN TOP=76.15 OFFSET: 66.68 L (TYP OF 2) 4"SAN. CLEANOUT STA. 4"x4" TEE �_ �� IE=73.32 �,, PER SDRSD S-3 � CONNECT TO FOUNTAIN r>� � vv #µ �� `°' "' 6'bz FF 2+47.17 4"x2" , ' UCER TOP=76.24 IE-73 40� OFFSET: 24.30 L 2° ATE VALVE "SAN. CLEANOUT I'��J1 �� 6LF 4 -2"PVC DOM.(PVT) O.C. UP PER SDRSD S-3 LQ �1 VALVE BOX CONNECT TO FOUNTAIN � D �,®� L Pz I 3.5LF-4"PVC DOM. PVT o IIM72 5.033 �OQ,G �QJ 45-BEND AND BLOCKING 31.1LF 7g.0-f g kQ GARDEN 91.7LF_ h TR'J � STA: 4+ 3"A" 6p'6LF 4WPvC OOM rL 45'BEND ALL Y �/ OFFSET: 4 R PVT) AND BLOCKING �P 4"SAN.CLEAN ONNECT 1" TO O -� RINKING FOUNTAIN STA: 3+78.89"A" RD TOP=76.97 g TA: 1+93.00 0.0 78CFS OFFSET: 10.03 R ��T�A 4 SAN. CLEANOU I v BLDG 4 `� 4 SAN.CLEANOUT TOP=74.08 TOP=74.00 STA: 3+52.07"A" 4�oJ C,�O IE=67.00 n,on FF r$ a IE=59.79 SAN. CLEANOUT } y� 0.0319CFS TOP=73.56 `s 9�F� / TA: 4+45.59 IE=59.06 O ,�� y0 11. END 6"SAN.CLEANOUT 0.3214CFS(T) �� gL�1T\ 2"x4 EE STA: 4+56.52 TOP=76.57 ni VALV OFFSET: 13.97 R IE=60.93(6"0 0 J - V LVES BOXES g S� GARDEN „ 60.741E 4+0 .811E 0 ��F 4"x2" TEE ��T 4"SAN.CLEANOUT IE=69.21(41 AIN S �` TOP=76.82 ti 2"x1.C, R VAL E aA / IE=69.68 93.529. 6 PVC 02% _ 13.97LF-4"PVC @2%MIN. °' All OX LO@ 9.31LF 46.40LFS a 11 S 26.40LF Y 0.0912CFS o JN 8 STA: 1+00.00"A° PdlP8�NAI 'LE �® .,. �,;, s�s3 3 " 89 SAN. CLEANOUT ; ,,Y } 1NG) cv v STA: 3+90.06 A <F STA: 2+90.44 A' TOP=61.76 > 59. SAN. CLEANOUT =5 fIl av „PVi."; STA: 4+73.06 69.421E cOa 4 SAN.CLEANOUT .. �+ IE=54.02 �: C }k ;"v C +e h s tiiil V %. It. f ?AT ON ONLY OFFSET: 6.17 OFFSET: 7.75 L PER SDRSD S-3 4 OFFSET: 6.17 UP TOP=75.01 s 45' 1 5'BENDS @2 J, 00 TOP=72.16 SEWER ,�A$$ P11'f�OVF,R� 1 �'d G ICSi SEE i ?C)yE ", h dv`G IC TOP=76.94 pp 1+ 0 IEP=76. IE=50 0.0456CFS ND B KING IE=57.83 g4LF 6'PVC @2% 96.44LF 6"PVC @2% 12C ;`U .I'"' --S 6.179.-4"PVC @2%MIN. M 69.751E a.ez FF S----r S 5.... S 0.0616CFS °' kpp BLDG 3 G STA: 1+00.00"B"-- 0 5 3 �° STA: 1+96.44"A" STA: 4+81.85 �� G @� SAN. CLEANOUT STA: 5+20. 2 �p�G 2 ' g\E 4"SAN.CLEANOUT GARDEN J �QJS TOP=71.09 k k TOP=76.91 rn Gj 4"SAN.CLEA UT �0• STA: 5+10.21 F IE=55.95 TOP-_77.04 OFFSET: 3.14 L IE=69.93 1 yv PLANTING IE=70.70 4 SAN.CLEANOUT 33.8LF-1.5'PVC °' STA: 1+98.00"A"= AREA S STA: 1+00. 00"C" TOP=76.96 70.551E 4" 2" TE IE=55.98 '�° 3.14LF-4"PVC @2%MIN. 2"�1.5" EDUCER 1 G 0.0023CFS 1.5' GAT VALVE �' ' o VALVES BOX 3 (`') O 1 ` N � bssa FF � 0 2 x p STA: 1+91.19 � _. w CI_ SAN. CLEANOUT BLDG. 1 MAW SERVICE STA: 2+81.97 3 I 5 TE P_ 8 63 STA: 5+91.16 SANCTUARY/ SOCIAL SAN. CLEANOUT 4"SAN.CLEANOUT HALL STA: 8.97 TOP=69.62 @2% �, n.oa FF SAN. % LEANOUT IE=59.63 6'P� 3 0 o TOP=81.0 STA: 3+77.99 TRASH $ LF L'LJ o IE=72.12 SAN. CLEANOUT TO -73.15 ENCLOSURE 9p• IW-I I E= =60.77 h vu C 15 . MPRO 0 =65 5 A 0.0502CFS OR S7 3 1_ON d> C !' Pv Z o '5k W W W w w U. .. 3 45'&11.25 BENDS 00 BLDG 9,p2LF 'TERRACE P JG @2% `� AND BLOCKING W oo� CD 4 'BEND AND BLOCKING QJG I L0 H Lf') I AAb 44.7LF-4"PVC DOM (PVT) �p O m 0 LL_ 0i u n Arl ��0 33.75'BENDS AND BLOCKING G� M M G UTILITY PLAN m � � J r SEE SHEETS 13 & 14 FOR "AS-BUILT 9QRpFESSIph9< SANITARY SEWER PROFILES " w J. HI F III ti-0 6 Q / 20 10 0 20 40 60 m ��`� C�2 2H License Expires: CE (.4,1 DATE: z m E SHEETS 16, 17 & 18 FOR 75 Exo, 124198 A 0 NHAIN MUN. WATER DISTRICT &j ZZ m SCALE IN FEET P REVIEWED BY: 1 inch = 20 ft. cr� � �rgTF CIVI �tiQ EASEMENT, PLAN AND PROFILES W w / C 0 7 INSPECTOR DATE: 5 0 0 0o DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT RAWING N0. wQ � / REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT JH PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED AP VED UTILITY PLAN FOR: 4 ` 5 - G u DESCRIPTION: S.D. CO. WELL MON.-TOP OF 1" __ 20' Ol' 0-03 BY. BY: TENUq T �� BRASS CAP HORIZONTAL DATE i CITY ENGINEER 71��iA1riCLL+ �r�� ,r,� , `� �T �7� Ar 0 LOCATION: STAS BLVD..97 R.S. 458-66 � ' 54198 3 MANCHFSI'FR AY E. JCil\C1L�111AS p R.C.E. N0.� INT. ENCINITAS BLVD. & BALOUR DRIVE NA DATE: 2/24/ 04 DATE: z S EET 7 OF 23 RECORD FROM: SAN DIEGO COUNTY VERTICAL TIMOTH HIG EXP. 12-31-03 WORK PROJECT NO. ELEVATION: 332.83 DATUM: USC&GS CAD FILE: 7499_C07, PROJ./ 749499 I I I I 2" & 1" WATER SERVICES WORKING PRESSURE 151-200 PSI 1" WATER SERVICE (IRRIGATION) \ 1 I I I I d I WORKING PRESSURE 151-200 PSI I I I I ' 4 x4" TEE \ \ x " GATE VALfE FV STA 2+70 � !BF-ND AND B OCKING A. SEE IM 'w; EMENT OW 1 wf.P4"SAN. CLEANOUT � � ,�F E PER SDRSD S-3 STA: 2+30.78 (u CLASS TYPICAL THROUGHOUT OFFSET: 37.62 R w F � - \ \ RNrTYP, OP=76.33 4"SAN. CLEANOUT L,, IE=73.40 " PER SDRSD S-3 � 76.62 FF -� \ \ 15 STA:2+90.34 BLDG S CONNECT 1 TO CONNECT TO FOUNTAIN v _ u OFFSET: 66.68 L DRINKING FOUNTAIN TOP=76.15 4"SAN. CLEANOUTTYP. OF 2) 2 a PER SDRSD S-3 "' '"'"°_�_ R IE=73.32 .3) I �,�� 76,62 FF CONNECT TO FOUNTAIN w OOM<p 4A co p TOP=76.24 STA: 2+47.17 �� LC w `V ° IE=73.40 OFFSET: 24.30 L 51LF-4"PVC D (PVT) n00000 uP PERASDRSD S-3T Cl CONNECT TO FOUNTAIN RIM=75.33 o IE=72.50 eat `%K 00lT 4 vC JG , % rkQ �/ \ GARDEN 31,jLF 7 .p1-F9j p,e ei�`,!� �� . 4 ,. ��/ ` 7LF,4" 4j 7a S STA: 4+36.93"A" 60•6LF p �� OFFSET: 49.21 R PVC OOM (pv 45SEND 4"SAN.CLEANOUT ONNECT 1" TO " AND BLOCKING RINKING FOUNTAIN STA: 3+78. O TOP=76.97 A O 0.0 78CFS 4 SAN.CLEANOUT i9 �' 4 SAN. 9 AN TA: 1+93.00"B" BLDG, 41 N TOP=74.08 T� IE=59.79 ��J TOP=74.00 U ] n.aa FF d 0.0319CFS STA: 3+52.07"A" 4..0 00 IE=67.00 4" RPBPA SAN. CLEANOUT GO �QJG TA 4+45.59 TOP59.06 � s - 11.25'BEND „ � IN PLANTER \. 6 SAN.CLEANOUT PER OMWD IE=59.06 O s�T y0• „ STA: 4+56.52 FE TO 0.3214CFS T o \ 4 x4 TEE TOP=76.57 rn ARCH. FOR DWG C-2.1 O Zi G 12 2-4- VALVE OFFSET: 13.97 R /f " C� GARDEN IE=60.93(6 0 CONT. g, 11E -J 2-4V LVES BOXES A s 4 SAN.CLEANOUT IE=69.21(4"I "0. 0 ��E „ " T *0 TOP=76.82 � +00 2 JT.n IE=69.68 2 2"x1.5" REDUC R 13.97LF-4"PVCO2%MIN. 6 PVC % 4 u° 'p 0.0912CFS t 9.31LF �- ALVES EOXAL ALP ' " . LL 3 4 PVC WW ®j O J CA c` 1 S f 7 s i [ ' �� " .- STA: 1+00.00"A" iih E�h! ASY �A�.NC7tr STA: 4+73.06 69.421E CN STA:3+90.06 A 3< " ° SAN. CLEANOUT 59.581E STA: 2+90.44 A to a 4"SAN.CLEANOUT °p '5 J� SAN. CLEANOUT TOP=61.76 ,- FFS T 1 d Lc t: ,a (NEW 6"P VC) ; 4 SAN.CLEANOUT OFFSET: 7.75 L �1 PER SDRSD S-3 IE=54.02 n TOP=75.01 45' 11.25 ENDS `fix �t)FZ 5 �� l i! ONLY (rt R NFG � /%" 4._,t )N, 1 TOP-76.94 O TOP-72.16 UP _ TOP=72.16 of 6.17LF-4 PVC®2%MIN. M 76,62 FF 3 0 94LF 6 PVC®2% 96.44LF 6 PVCO2% l2 am, It E. ' vc @09 � C ) I IE=59.05; 0.0456CFS SEWER A S M „ E I P , EMENI D ' 1c�� IE=69.86 n 69.751E - ND BLOCKING IE=57.83 00 1+ 0 s S 7 ur,' ' � N`t. .,SY`�/ i I 0 0616CFS ai s S -- ,_..-- - _- _--- _ ___.,_. ..--------- BLDG, 3 .� 1 'I\F STA: 4+81.85 G STA: 1+00.00"B"= �8 JG®221 p1 4"SAN.CLEANOUT ®y°�° STA: 1+96.44"A" STA: 5+20. 2 "Q \E GARDEN _ �� G SAN. CLEANOUT 7 4 SAN.CLEA U �0 Aa TA: 5+10.21 IE P69.931 °' Gj� 6QJS TOP=71. 9 j TOP=77.04 OFFSET: 3.14 L PLANTING IE=70.70 4"SAN.CLEANOUT F IE=55.95 AREA 33.8LF-1.5 PVC 5 TOP=76.96 STA: 1+98.00"A"-- 70.551E " T STA: 1+00.00"C" ' r. JG 3.14LF-4 PVC®2%MIN. 2"�1.5" EDUCER IE=55.98 { RQ 0.0023CFS 5 1.5' GAT VALVE g ° VA VES OX /P.A. 1 0 1 10.00, ° a N 2k STA: 1+91.19 {U BLDG 1 SAN. CLEANOUT m WIN saw= STA: 2+81.97 4 I TOP=69.63 STA: 5+91.16 SANCTUARY/ SOCIAL SAN. CLEANOUT L� FH S IE=57.81 Q 4"SAN.CLEANOUT HALL STA: 3+38.97 77,08 FF TOP=69.62 SAN. CLEANOUT TOP=81.0 STA: 3+77.99 TRASH IE=59.63 IE=72.12 SAN. CLEANOUT TOP=73.15 ENCLOSURE 0.0114CFS TOP=775 06 IE=60.77 S 9° �F g p� a, W IE=61.5 0.0502CFS ° ��fL 1u �i�,0 MEV T D N ' �°"�G W r-1 k° 3 s,rYR StF'eF7` C 3NN€C'"ONS F Fr F` ` F Q BLDG 6 39.02< op vG�2� 45'&11.25*BENDS .� < p� Q AND BLOCKING W Jj �j 4 S Q END AND BLOCKING JG O O ¢ C ik U �F Z Ua I- aA 4 44�7LF- U" _4_pwC DO PVT �°�� L ® Cfi �r4 33.75SENDS AND BLOCKING UTILITY PLAN 20 10 0 �0 40 60 ~� �ROFESSfO,y� c SANITARYTSEWER PROFI�S ��E ^ R `� I="AS-BUILT" w 2- ,��o. 4 � � DATE: * Exp. 6-30-- * SEE SHEETS 16, 17 & 18 FOR License Expires:R�3® ®,tta- Z - SCALE IN FEET 17 1 inch = 20 ft. � ` sT9r civl� ��" OLIVENHAIN MUN. WATER DISTRICT REVIEWED BY: C) F0F CA��F� , o EASEMENT, PLAN AND PROFILES w ((n q Ld w La C 0 r ry INSPECTOR DATE: CIE- C� 0 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DI6TMT DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY O� ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. w r cL TJR s REVISE TRAIL OUTLET OUNTAIN C�'f yt DESCRIPTION: S.D. CO. WELL MON.-TOP OF(� � Ep PLANS PREPARED UNDER SUPERVISION OF REC ME APPROVED UTILITY PLAN FOR: .� _ NEE2 BRASS CAP HORIZONTAL 1 - 20' DATE jO d`"t BY: I2 LOCATION: STA.64+10.97 R.S. 458-66 �`+ •O INT. ENCINITAS BLVD. & BALOUR DRIVE 64472 ��p� Fon CITY GI R RECORD FROM: SAN DIEGO COUNTY VERTICAL NA E CPE. N0. DATE: '�2��__ DATE: �/2�1.10 WORK PROJECT NO.MANCIMSM AVE, ENCMrAS SHEET OF ELEVATION: 332.83 DATUM: USC&GS CHRISTIE A. RADDER 06-30-07 7A 23 ,.�n � � J CAD FILE: 749 _C07.DWG _ _ — — m„ - —ui: — All { 1111,iiii;ll Will I;! P t io, II 12 a 20 3 10 ....... ... _... . . .......... .......... ......... ... .... ........... ....... .. __.—._ ... ._.._ .. ._. .. .. .. .. ... .. .. .. .. .. . .... .. .______. _._. q i -'ht ✓ tg�— 17 w a ti i ' try— , CLASS RM.-TYP, 31 15> 14 1 BLDG, 5 16 w , r � a VV I�IflL/p g fl r 'yam' 1 1 I S+ I > I� 1 i z 29 �r 28 _,..+-- - j f 32 28 30 27 OGARDEN S 31 5 93 W ® - rn it i 34 2fi i 1 i ;l 'il �; BLDG, 4A i' i I ,I a W G I ARDEN 8 ouerAiry 20 O . "........ Q 4 2 G—. 5 1' FRI Go Es E 4SO 5 g UP 16 if 0 6.62 FF O I .. L , BLDG, 3 -�A 0 1 3 I ii i I 2 S i� GARDEN 7 S i St 1 3 21 { 1 5 � ® i II t PLANTING I AREA s >N/ 3 I 1 17 I \v/ ER 14 6658 FF M N ® CD,. ! I W Cu BLDG, 1 MA94 SERVICE s 2 B SANCTUARY/ SOCIAL { E 1 HALL Iti f LL j it`s Q O 77.08 FF li ' I I : € u TRASH ® Ia ? i Cn ENCLOSURE 1 VWN1 CCD A I I W H rye € A \ 38 45 ® -i—�Imo- - _,.. : i _I'll_ — I � I--I Z <;ta TERRACE k I Q BLDG, 6 ° 23 S i 3 ut W ❑ 5s 1 tiS ^ 51 Ld m ?s 27 �� s) I € �- ¢ CD 42 v� !� 98 53 ❑ I( I E L 20 21 24 23 31 32 25 ( "{ LfD E0 79 — — ° — — — — — ° — — — — — — I E-4 J I I-0 QRpFESSIpN9 HORIZONTAL CONTROL PLAN S—B ILT" k L-° m zo to o zo 40 60 9 RC•F DATE: SCALE IN FEET H License Expires: 6 ••® Exp. 54198 A REVIEWED BY: Exp. 12-31-03 � 1 inch = 20 ft. Q r sTq Cr 1� P C 0 8 INSPECTOR DATE: o F i 0 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. u PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APP V D DESCRIPTION: S.D. CO. STD. WELL MON. HORIZONTAL CONTROL PLAN FOR: 1'7 3 5 _ -� ID# 1875 HORIZONTAL 1"= 20 DATE �" _O BY: ,�. BY: 7��,��T r o LOCATION: AT THE AVEELEST 01/01/72L 54198 Z�24� 0 DATE: CITY ENGINEER MTFR AVE., ENCR4UAs L R.C.E. N0.s DATE: lYltil�ICr1Cw7 i'il� r RECORD FROM: SAN DIEGO COUNTY VERTICAL ELEVATION: 72.93 M.S.L.DATUM: NADV 29 TIMO HI S EXP. 12-31-03 WORK PROJECT NO. SHEET 8 OF 23 CAD FILE: 7499—C58-9.D Pill 709 CURB DATA CURB DATA RETAINING WALL DATA WATER DATA SEWER DATA NO DELTA BEARING RADIUS LENGTH REMARKS NO DELTA FARING RADIUS LENGTH REMARKS NO DELTA BEARING RADIUS LENGTH REMARKS NO DELTA BEARING RADIUS LENGTH REMARKS NO DELTA BEARING RADIUS LENGTH REMARKS ❑1 =68' 04' 24" 25. 00' 29. 70' 6" CURB 81 N 01- 05' 29" E - 102. 13' 6"C & G 1 A=34' 00' 22" 385. 00' 228. 50' 1 N 90° 00' 00" W - 37. 37' 8"PVC O N 72° 53' 00" E - 126. 40' 6" PVC @2 ❑2 =29' 19' 09" 72. 50' 37. 10' 6" CURB 02 N 89' 25' 35" W - 11. 99 6"C & G * 2 A=10' 00 05" 389. 50' 67. 99' 2 S 45° 00' 00" W - 8. 03' " - ' 0 N 89° 58' 10" W 95. 94' 03 =52' 54' 03" 15. 00' 13. 85' 6" CURB ® �18Od00' 0" 2. 75' 8. 64' 6"C & G 3 N 89' 25' 49" W - 46. 47' 3 S 45° 00' 00" W - 23. 51' 0 N 90° 00' 00" W - 93. 00' ® A =5' 22' 43" 385. 00' 36. 14' 6"C & G ® N 89- 25' 35" W - 33. 50' 6"C & G 4 N 89' 26' 11" W - 89. 55' 4 S 45° 00' 00" W - 12. 27' - ® N 56° 47' 23" W 61. 12' ❑5 A=95' 20' 34" 2. 75' 4. 58' 6" CURB ® [�180dOO' O" 2. 75' 8. 64' 6" CURB 5 N 24' 49' 5 9" W - 1. 00' 5 =41° 23' 00" 195. 00' 140. 84' O5 N 89° 21' 30" W - 26. 83' © N 76' 43' 11" W - 12. 25' 6" CURB ® N 89' 25' 35" W 12. 51° 6" CURB 6 �36° 54' 54" 181. 00' 116. 62' 6 S 25° 25' 48" W - 10. 15' " * © N 89° 21' 30" W - 11. 42' 1 fl , N 1 ,r f f1 ❑7 N 16' 43 11 E - 34. 00 6 CURB 87 N 01' 05' 29" E - 102. 05' 6 CURB O7 N 23° 30 36 E - 20. 29' 7 S 1° 25' 18" W - 115. 46' 8" PVC O7 N 89° 21 30" W - 46. 39' 6" PVC @2 ® N 76' 43 12 W - 2. 38- 6 CURB ® N 88. 54 31 W - 12. 25 6 CURB * ® N 13° 16 48 E - 59. 8 N 88° 34' 42" W - 44. 38' 6" PVC HYDRANT ® S 00° 12' 09" W - 10. 92' 4" PVC @2% 1 I ❑9 =17' 02' 34" 142. 5 42. 39' 6" CURB 89 �18Od3' 42" 2. 75' B. 64' 6" CURB O9 N 13' 16' 48" E - . 42' 9 S 1° 25' 18" W - 27. 67' 8"PVC S 00° 12' 09" W - 6. 50' " 10 N 59- 43' 55" W - 2. 50' 6" CURB 90 N 88' 54' 31" W - 12. 22' 6" CURB * 10 N 23° 39' 23. 52' 10 S 89° 25' 35" E - 63. 18' " o S 00° 12' 09" W - 8. 85' 11 =32' 15' 38" 153. 00' 86. 16' 6" CURB 91 N 01' 05' 29" E - 54. 09' 6" CURB 11 A==24' 22' 31" 208. 0 10. 00' - S 62° 18' 40" W 28. 34' 12 N 23' 4T 23" W 12. 50' 6" CURB 92 =06' 38' 12" 120. 00' 13. 90' 6" CURB 12 NOT USED 12 =46° 15' 42" 371. 00' 299. 55' ,. 2 S 62° 18' 40" W - 9. 85' 13 =90' 00' 00" 2. 50' 3. 93' 6" CURB 93 N 84' 12' 23" E - 12. 14' 6" CURB * 13 NOT USED 13 S 19' 37' 12" W - 10. 38' 3 S 62° 01' 39" W - 71. 14 4" PVC @2 NOT USED 14 S 0° 0' 0" W 14 N 66' 12' 37" E - 3. 17' 6" CURB 94 =91' 20 04" 2. 75 4. 38 6" CURB 14 - - 7. 9' 4"PVC O _ 4 S 27° 58' 20" E C. 3. 4' SERVICE P. 0. 15 =90° 59' 13" 2. 50' 3. 97' 6" CURB 95 =08' 53' 36" 205. 00' 31. 82' 6"C & G 15 N 15° 06' 5 W - 83. 70' 15 N 87° 36' 55" W - 6$.'5 5 S 27° 58' 20" E - 25' SERVICE P. 0 C. 16 N 22' 48' 10" W 12. 72' 6" CURB ® =158' 4T 37" 75' 7. 62' 8"C & G 16 - NOT USED 16 S 0° 44' 44 W - 4. " 6 N 89° 47' 51" W - 7. 50' SERVICE P. 0. C. 17 =18' 28' 38" 345. 80' 111. 52' 6" CURB 97 N 88' 53' 57" W 12. 32' 6"C & G * 17 N 7 * 50 1 57" W - 16. 90' 17 =39° 43 18 183. 00' 1 . 87' - 17 N 89° 47' 51" W 14. 60' SERVICE P. 0. C. 18 N 04' 05' 48" W - 12. 45' 6" CURB 98 N O 1' O6' O6" E - 42. 50' 6"C & G 18 15' 09' 03" W - 83. 36' 18 S 30° 15' 22" W - 1. 00' " 8 N 00° 38' 30" E 49. 20' SERVICE P. 0. C. 19 =90' 55' 46" 2. 50' 3. 97' 6" CURB ® N 88- 53' 54m W - 32' 6"C & G * 19 N 89° 27' 42" W - 29. 95' 19 S 30° 15' 22" W - 11• " 9 S 00° 38' 30" W f - 7. 75' SERVICE P. O. C. 20 N 86' 49' 58" E - 0. 75 6° CURB ® =181' 24 51 2. 75' 6"C & G 20 N 64 38 47 W - 3. 73' 20 S 30' 15' 22" W , - ° 27' " 20 N 00° 38' 30" E - 10. 00' SERVICE P. 0, C. 21 =90' 00' 00" 2. 50' 3. 93' 6" CURB 0© N 88' 53' 54" W - 12. 2 6"C & G 21 A==26° 46' 55" 23. 80' 11. 12' 21 S 00' 48' O6" 'W 61. 87' " - * 21 S 51° 16' 43' W 91. 19' 6" PVC @2 22 N 03' 10' 02" W - 12. 48' 6" CURB 00 N 01' O6' O6" E - 76. 64' "C & G 22 N 89° 22' 53" W - 49. 15' 22 S 00° 48' 06" W - 63. 93' " 22 S 67° 34' W - 90. 79' 6" PVC @2 23 =21' 26' 23" 345. 80' 129. 40' 6" CURB ® N 89' 25' 35" W - 11. 99 G * 23 �16° 52' 22" 102. 46' 30. 17' 23 S 30' S7' 47 W 70. 50' " 23 S 67' /3 58" W - 57. 00' 6" PVC @2 24 N 18' 42' 54" E - 10. 21' 6" CURB 0® =180d00' 0" 2. 75' B. 64' 6"C x` 24 -30' 20' 56" 77. 00' 40. 79' 24 N 87° 12' 47" - 44. 69' 24 N 29 19" W - 39. 02' SERVICE P. 0. C. 25 =173° 38' 26" 4. 00' 12. 12' 6" CURB 0® N 89' 25' 35" W - 33. 50' 6" & 6 ' 25 N 89° 25' 35 W - 180. 00' 25 N 42° 12 4]' - 17. 10 4" PVC TO P. 0. C. 93. 20' 6" PVC @2 26 =45& 28' 37" 180. 87' 143. 56' 6" CURB ® =18Od00' 0" 2. 75' 8. 64' CURB 26 N 76' 43' 11" W - 25. 90' 26 S 30' 58' W - 34. 92' 4" PVC IN 43° 08' 50" W - 36. 94 6" PVC @2 27 N 70- 22' 48" E - 30. 32' 6" CURB N 89` 25' 35" W 12. 51' 6" CURB * N 8925' 23" W - 48. 38' 27 N 75°. 47" W - 58, 86' 4"PVC 43° 08' 50" W - 7. 52' 6" PVC @2 28 =49' 46' 37" 84. 00' 72. 98' 6" CURB ® N O1' 06' O6° E - 76. 56' 6" CURB 28 34' 37" E - 9. 48' LOADING DOCK 28 N 7 57' 47'° W - 32. 09' 4" PVC TO P. 0. C. - 43° 08' 50" W 1. 88' 6" PVC @2% 29 =25' 47' 10" 124. 00' 55. 81' 5" CURB 00 N 88' 53' 54° W - 12. 5' 6" CURB * 29 4' 58" 81. 50' 17. 19' 29 4' 02' 13" E - 10. 38' 1" PVC TO P. 0. C. - _ !� 43° 08' 50" W 21. 30' SERVICE P. 0. C. 30 =88' 52' 00" 2. 50' 3. 88' 6" CURB >7 =179' 57' 55" 2. 75' 64' 6" CURB 30 N 89' 2 .,, '; W - 185. 31' 59' 48' 44" E - 63. 38' l" PVC TO P. 0. C. S 78° 25' 04" W - 78. 00' SERVICE P. O. C. 31 N 83' 42' 48" E - 12. 4T 6" CURB * ©1 N 88' 54' OS" W - 12. 25 6" CURB * 31 N 32' 12' 53 - 11. 38' N 88° 44' 7" W - 4. 86° 2" PVC TO P. 0. C. 31 S 45° 45' 23" W - 24. 46 SERVICE P. 0. C. 32 �05' 04' 41" 139. 00' 12. 32' 6" CURB 1® N 01' 06' 06" E - 51. 00' 6" CURB 32 N 57° 47' 07" E 17. 00' f 32 N 87° 12' 47" W - 34. 00' 1. 5" PVC TO PO 32 N 45° 45' 23" E - 37. 75' SERVICE P. 0. C n , N r rr 33 N 11044 50 W - 6. 40 6 CURB 1© N 88' 53 54 W - 9. 74 6 CURB * 33 N 32° 12 53 W ` 5. 10' j/ 33 N 87dl2' 47" W - 0. 7' 4"PVC / 33 N 89° 21' 30" W - 8. 88' 6" PVC @2 34 �16' 23' 43" 73. 00' 20. 89' 6" CURB 1® =210d6O' 2" 5. 67' 20. 79' 6" CURB . / 34 N 75° 57' 47" W - 0. 67' "PV 35 N 621 19 32" E - 12. 42' 6" CURB * 1® =112' 45 3 5. 50 10. 82' a CURB 36 X159' 32' 42" 2. 75' 7. 66' 6" CURB 11 =43' 42' 6" 60. 00 45. 77' 6" CURB ❑37 IL=09° 08' 11" 79. 61' 12. 70' 6" CURB 1© =113' 1' 49" 3. 00' 5. 94' 6" CURB 38 =99' 23` 20" 6. 00' 10. 41' 6" "CURB 11 N * 54 39" W - 11. 72 6" CURB ® =06' 30' 18" 104. 00' 11. 81' 5" CURB 1 01' 05' 21" E - 12. 64' 6"C & G Y , ® IL=l 10' 32' 54" 3. 00' 5. 79' 6" CURB N 88' 54' 39" W - 12. 25' 6"C & G * "° 41 A=81° 41' 26" 15. 09' 21. 52' 6" CURB 2 A--18Od7' 36" 2. 75' 8. 65' 6"C & G 42 N 89' 25' 23" W - 47. 40' 6" CURB ® N 88' 54' 39" W - 12. 25' 6"C & G 43 N 89° 25' 23" W - 45. 48' 6" CURB ® N 01° 05' 21" E - 34. 00' 6" C & G ® A--39' 33' 04" 100. 50' 69. 37' 6 CU 22 N 88' 52' 56" W - 11. 88' 6"C & G ® A--78'78' 19 38 2. 50 3. 42 6/ RB ® =118' 56 47 3. 00 6. 23 6"C & G ® N 57- 09' 58" W - 2. 33' CURB ® =61' 35' 52" 35. 00' 37. 63' 6"C & G 47 N 34. 24' 40" E - 15. 09 6" CURB * 2© N 89' ® L--29' 06' 49" 74. DO' 37. 60' 6" CURB 2® =180' 00' on 2. 75' 8. 64' 6" CURB 49 N 89' 25' 35" W - 98. 24 6" CURB 35" W - 12. 52' 6" CURB * �� ® IN 00' 34' 25" E - 12. 25' 6" CURB * ® N 01' 05' 21" E - 51. 08' 6" CURB 51 A--18Od00' 0" 2. 75' 8. 64' 6" CURB 3 N 88' 54' 39" W - 12. 25' 6" CURB 52 N 00' 34' 25" E - 12. 25' 6" CURB * ® A=179' S7' 55" 2. 75 53 N 890 25' 35" W - 76. 50' 6" CURB ® N 88' 54 39 W - 12. 25' 6�° CURB 54 N 00° 34' 25" E - 12. 50' 6" CURB * ® N 01' 05' 21" E - 9. 46' 6" CURB o C Q X90' 00' 00" 2. 50' 3. 93' 6" CURB ® N 89' 33' 18" W - 9. 00' 6" CURB \ (U ® IN 89- 25' 35" W - 19. 14' 6" CURB ® N 01' 05' 21" E - 9. 3,6` 6"C & G Q 1 57 �89° 54' 11" 30. 00' 47. 07' 6"A. C. DIKE © N 89' 33' 18" W - %`00, 6" CU CD Q ° 8 =89' 59' 46" 18. 00' 28. 27' 6" CURB ® N 01' 05' 21" E - X35. 00' 6" RB U C a° 59 N 89' 25' 35" W - 27. 18' 6"C & G ® N 88054 40" W - 10. 50 CURB rl N N U] � 1 A i n 1r L7 ° - B I - 6 CUR _ -90 00 00 5. 8. 64 B. 6C & G I 60 180d00 0 2. 75 A u. I W N , " I 61 N 89' 25' 35" W - 11. 99' 6% & G * ® N 01• 05 21 E - 2. 54 6 N CURB ° 62 N 01- 06' 47" E - 127. 45' 6"C & G ® A=3' 50' 47" 145. 00' 9. 73' 6" CURB C-) / �z�Z� R , 11 , N , N V..�V-. ® N 88' 53 55 W - 12. 25 6 C & G * ® S 14' 45 00 - 5. 73 6 CURB Go Z 64 =180d00' 7" 2. 75' 8. 64' 6"C & G W 0 65 N 88' 53' 51" W - 12. 25' 6"C & G * *_ t f \ ILd CD ❑ 6 CURB w/ 1-FT WIDE WALK (SEE DETAIL 10, SHT 3) ,, �,> 66 N O1' 01' 08" E - 27. 61' 6"C & G `+, Z CD m 67 =22' 36' 50" 160. 00' 63. 15' 6"C & G !_ -0 ® IN 69- 06' 24" E - 12. 30' 6"C & G cI 69 =123' 47' 10" 2. 50' 5. 40' 6"C & G 0 70 IL=l 68' 11' 43" 30. 00' 88. 07' 6" C & G H p 71 N 01' 05' 17" E - 201. 75' 6"C & G W . m 72 IL=05' 58' 46" 128. 05' 13. 36' 6" CURB ^ 73 =127' 41 "22 4. 75 10. 59 6 CURB ,'D O� =10. 13 02' 205. 00' 36. 56 6"C & G HORIZONTAL CONTROL DATA M;� > 75 =137- 570' 7" 5. 50' 13. 24' 6"C & G pFESSr 76 N 88° 52' 47" W - 9. 51 6"C & G * <v�eR J yONq( "AS-B ILT 77 N 010 05' 29" E - 51. 00' 6"C & G ��pL� ICC�2 <yN D sA RCE 4 -i� DATE:: ° 78 N 88' 54' 31" W - 12. 25' 6"C & G * w ~No. 54198 N m License REVIEWEDS BY: -® 79 A-18Od00' 0" 2. 75' 8. 54' 6"C & G Exp, 1z-31-o3 ® IN 88' 54' 31" W - 12. 25' 6"C & G * JT9T Crvri �P F C 0 9 INSPECTOR DATE: ° ° j DESIGNED BY DRAWN BY CHECKED BY REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT TJH APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. 4' PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED AP 71V ED HORIZONTAL CONTROL PLAN FOR: 735 - G 4j.u DESCRIPTION: S.D. CO. STD. WELL MON. _ ID# 1875 HORIZONTAL NA DATE ,fl1 0-01. BY: . � BY. o LOCATION:AND MANCHESTER AVE., EST01/01/72L R.C.E. NO.1 54198 CITY ENGINEER l YP C�AC'+�� DATE: 2/�7 03 DATE: 2/LT r1G►71L'il\ AVE,L"s♦i'i. i'il� ' j RECORD FROM: SAN DIEGO COUNTY VERTICAL TIMOT . HIG 12-31-03 SHEET 9 OF 23 ELEVATION: 72.93 M.S.L. DATUM: NADV 29 EXP. WORK PROJECT NO. � /� {� G/�' ,7 /t`` CAD FILE: 7499_C08-9.DWG � PLKl� "i50 1,7 /�7 GC�� ! 4 Z�9/o3 �tV zA PROJ./ 7499 CURB DATA CURB DATA RETAINING WALL DATA SEWER DATA STORM DRAIN DATA NO DELTA/BEARING RADIUS LENGTH REMARKS NO I DELTA BEARING RADIUS LENGTH REMARKS NO DELTA BEARING RADIUS LENGTH REMARKS NO DELTA BEARING RADIUS LENGTH REMARKS NO DELTA BEARING RADIUS LENGTH REMARKS 1❑ =68'04'24" 25.00' 29.70' 6" CURB 81 N 01'05'29" E - 102.13' 6"C & G 10 Q=34'00'22" 385.00' 228.50' 0 N 72°53'00" E - 126.40' 6"PVC @2% 43 N 53°48'19" E - 33.57' 2❑ =29'19'09" 72.50' 37.10' 6" CURB 82 N 89'25'35" W - 11.99' 6"C & G * O2 Q=10'00'05" 389.50' 67.99' O2 N 89°58'10" W - 95.94' 4'4 N 39°22'27" W - 10.86' Q3 =52'54'03" 15.00' 13.85' 6" CURB 83 �180d00'O" 2.75' 8.64' 6"C & G 3 N 89°25'49" W - 46.47' O3 N 90°00'00" W - 93.00' 45 N 53°48'19" E - 6.01' ® =5'22'43" 385.00' 36.14' 6"C & G 84 N 89'25'35" W - 33.50' 6"C & G 4 N 89°26'11" W - 89.55' - 46 N 36'11'41" W - 6.57' 5 L=95'20'34" 2.75 4.58 6 CURB 85 �18Od00 0 2.75 8.64 6 CURB 5 N 24-49'59" W - 1.00 ® N 56°47'23" W 26.83 47 N 53°4819 E - 8.90' O5 N 89°21'30" W 26.83' © N 76'43'11" W - 12.25' 6" CURB 86 N 8925'35" W - 12.51' 6" CURB * 6 Q=36'54'54" 181.00' 116.62' © N 89°21'30" W - 11 .42' 48 N 76'23'58" E - 14.87' F7 N 16'43'11" E - 34.00' 6" CURB 87 N 01'05'29" E - 102.05' 6" CURB 7 N 23°30'36" E - 20.29' O N 89°21'30" W - 46.39' 6"PVC @2% 49 N 62°21'10" W - 45.54' ® N 76'43'12" W - 2.38' 6" CURB 88 N 88°54'31" W - 12.25' 6" CURB * 8 N 13'16'48" E - 59.68' ® S 00°12'09" W - 10.92' 4"PVC @27 50 N 8916'10" W - 79.36' ❑9 =17'02'34" 142.5 42.39' 6" CURB 89 Q=18Od3'42" 2.75' 8.64' 6" CURB 9 N 13°16'48" E - 62.42' Og S 00°12'09" W - 16.50' 51 N 29°23'36" E - 19.28' 10 N 59'43'55" W - 2.50' 6" CURB 90 N 88'54'31" W - 12.22' 6" CURB * 10 N 23°39'29" E - 23.52' o S 00°12'09" W - 8.85' 52 N 64°21'32" W - 69.90' it =32'15'38" 153.00' 86.16' 6" CURB 91 N 01'05'29" E - 54.09' 6" CURB 11 Q=24'22'31" 208.00' 88.49' S 62°18'40" W - 28.34' 53 N 50'52'57" E - 9.25' 12 N 23'47'23" W 12.50' 6" CURB 92 =06'38'12" 120.00' 13.90' 6" CURB 12 NOT USED t2 S 62°18'40" W - 9.85' 54 N 29'23'36" E - 26.31' 13 =90'00'00" 2.50' 3.93' 6" CURB 93 N 84'12'23" E - 12.14' 6" CURB * 13 NOT USED 3 S 62°01'39" W - 71.14' 4"PVC@2% 55 N 63'31'59" E - 57.39' 14 N 66'12'37" E - 3.17' 6" CURB 94 =9120'04" 2.75' 4.38' 6" CURB 14 - NOT USED 4 S 27°58'20" E - 3.44' SERVICE P.O.C. 56 N 63'31'59" E - 30.42' 15 =90'59'13" 2.50' 3.97' 6" CURB 95 =08'53'36" 205.00' 31.82' 6"C & G 15 N 15'06'57" W - 83.70' ' 5 S 27°58'20" E - 5.25' SERVICE P.O.C. 57 N 50'30 36 W - 33.65 16 N 22'48'10" W 12.72' 6" CURB 96 =158'47'37" 2.75' 7.62' 6"C & G 16 - NOT USED - ' 16 N 89°47'51" W 7.50' SERVICE P.O.C. 58 N 84'28 45 W 39.60 17 =18'28'38" 345.80' 111.52' 6" CURB 97 N 88'53'57" W - 12.32' 6"C & G * 17 N 79'50'57" W - 16.90' 17 N 89°47'51" W - 14.60' SERVICE P.O.C. 55 N 39'29'24" E - 7.90' 18 N 04'05'48" W - 12.45' 6" CURB 98 N 01'06'06" E - 42.50' 6"C & G 18 N 15°09'03" W - 83.36' 8 N 00°38'30" E - 49.20' SERVICE P.O.C. 60 N 82'24'23" W - 11.93' 19 =90'55'46" 2.50' 3.97' 6" CURB 99 N 88°53'54" W - 12.32' 6"C & G * 19 N 89'27'42" W - 29.95' 9 S 00°38'30" W - 7.75' SERVICE P.O.C. 61 N 26'28'01" W - 6.22' 20 N 86'49'58" E - 0.75' 6" CURB 0® =181'24'51" 2.75' 8.71' 6"C & G 20 N 64'38'47" W - 3.73' 20 N 00°38'30" E - 10.00' SERVICE P.O.C. [6]2 N 82°25'49" W - 12.19' 21 =90'00'00" 2.50' 3.93' 6" CURB 01 N 88°53'54" W - 12.25' 6"C & G * 21 Q=26'46'55" 23.80' 11.12' 21 S 51°16'43" W - 91.19' 6"PVC @2% 6'3 N 88°47'10" E - 7.37' 22 N 03'10'02" W - 12.48' 6" CURB 0® N 01'06'06" E - 76.64' 6"C & G 22 N 89°22'53" W - 49.15' 22 IS 67°34'58" W - 90.79' 6"PVC @2% 64 N 88'47'10" E - 31.39' 23 =21'26'23" 345.80' 129.40' 6" CURB 0® N 89'25'35" W - 11.99' 6"C & G * 23 X16'52'22" 102.46' 30.17' 23 S 67°34'58" W - 57.00' 6"PVC @2% 65 N 18°51'22" W - 0.86' 24 N 18'42'54" E - 10.21' 6" CURB 00 =18Od00'O" 2.75' 8.64' 6"C & G 24 Q=30'20'56" 77.00' 40.79' _ - 24 N 69°29'19" W 39.02' SERVICE P.O.C. 66 N 79°20 03' W 16.14 25 =173'38'26" 4100' 12.12' 6" CURB 0® N 89025'35" W - 33.50' 6"C & G 25 N 89°25'35" W - 180.00' 25 N 43° _ - 26 =45'28'37" 180.87' 143.56' 6" CURB ® 3 =180d00'o" 2.75' 8.64' 6" CURB 26 N 76'43'11" W - 25,90' 08'50" W - 93.20' 6"PVC @2% 67 N 26'41 22 E 17.57 26 N 4 °08'50" W 36.94' 6"PVC @2% 68 N 04-58'59" -W 9.49 27 N 70022'48" E - 30.32' 6" CURB 0 N 89'25'35" W - 12.51' 6" CURB * 27 N 89'25'23" W 48.38 27 N 43°08'50" W - 17.52' 6"PVC @2% 69 N 26'28'01" W - 10.37 28 =49'46'37" 84.00' 72.98' 6" CURB 0® IN 01'06'06" E - 76.56' 6" CURB 28 N 00'34'37" E - 9.48' LOADING DOCK _ - 28 N 43°08'50" W 1.88' 6"PVC @2% 70 N 26°28 01" W 10.76 29 =25'47'10" 124.00' 55.81' 6" CURB 0® N 88'53'54" W - 12.25' 6" CURB * 29 L=12°04'58" 81.50' 17.19' 29 N 43°08'50" W - 21.30' SERVICE P.O.C. 71 N 26'28'01" W - 10.76' 30 =88'52'00" 2.50' 3.88' 6" CURB 10 L=1 79'57'55" 2.75' 8.64' 6" CURB 30 N 89'25'35" W - 185.31' 3o S 78°25'04" W - 78.00' SERVICE P.O.C. 72 N 26°28'01" W - 9.07' 31 N 83'42'48" E - 12.47' 6" CURB * 11 N 88'54'08" W - 12.25' 6" CURB * 31 N 32'12'53" W - 11.38' 3t S 45°45'23" W - 24.46' SERVICE P.O.C. 73 N 26°28'01" W - 6.17' 32 05'04'41" 139.00' 12.32' 1 6" CURB 12 N 01°06'06" E - 51.00' 6" CURB _9 N 57'47'07" E - 17.00' 32 N 45°45'23" E - 37.75' SERVICE P.O.0 74 N 26°28'01" W - 12.41' 33 N 11'44'50" W - 6.40' 6" CURB 13 N 88°53'54" W - 9.74' 6" CURB * -91N 32'12'53" W - 5.10' 1 33 IN 89°21'30" W 1 8.88' 6"PVC @2% 75 N 60°36'24" W - 20.25' 34 16'23'43" 73.00' 20.89' 6" CURB 14 =210d6O'2" 5.67' 20.79' 1 6" CURB 76 N 60°3624" W - F3-51 N 62'19'32" E - 12.42' 6" CURB * 15 =112°45'33" 5.50' 10.82' 6" CURB 77 N 02'12'06" E - 10.94' 36 X15932'42" 2.75' 7.66' 6" CURB 16 =43°42'36" 60.00' 45.77' 6" CURB WATER DATA 76 N 02°12'06" E - 6.35' 37 =09'08'11" 79.61' 12.70' 6" CURB 17 =113'31'49" 3.00' 5.94' 6" CURB NO DELTA BEARING RADIUS LENGTH REMARKS STORM DRAIN DATA 79 N 02°12'06" E - 9.00' 38 =99'23'20" 6.00' 10.41' 6" CURB 18 N 88'54'39" W - 11.72' 6" CURB * <1> N 90°00'00 W - 37.37' 8"PVC OM NO DELTA BEARING RADIUS LENGTH REMARKS _ 80 N 02'12 06" E 7.00 39 =06'30'18" 104.00' 11.81' 6" CURB 19 N 01'05'21" E - 12.64' 6"C & G 2 S 45'00'00" W - 10.0' i N 56°42'10" W - 78.50' 81 N 00°34'00" E - 37.97' ® =110'32'54" 3.00' 5.79' 6" CURB 2® N 88'54'39" W - 12.25' 6"C & G * 3 S 45'00'00" W - 9.00' 2 N 82°33'02" E - 57.02' 82 N 00°34'25" E - 37.51' 41 Q=81'41'26" 15.09' 21.52' 6" CURB 21 Q=180d7'36" 2.75' 8.65' 6"C & G 3A S 45'00'00" W - 11.19' - - 3 N 25°52'24" E 6.72 83 N 84'26'18" W 11.39' 42 N 89'25'23" W - 47.40' 6" CURB 22 N 88'54'39" W - 12.25' 6"C & G * 4 S 45°00'00" W - 12.27' 4 N 24°17'08" E - 35.13' 84 N 81'17'09" W - 59.42' 43 N 89'25'23" W - 45.48' 6" CURB 2® N 01'05'21" E - 34.00' 6"C & G 5 p=41°23'00" 195.00' 140.84' * 5 Q=18°37'22" 119.60' 38.87' 85 N 01°41'30" W - 5.23' ® 39'33'04" 100.50' 69.37' 6" CURB 2® N 88'52'56" W - 11.88' 6"C & G * 6 S 25°25'48" W - 10.15' 6 N 02°40'32" E - 110.47' 86 N 01'12'39" E - 9.13' ® 78'19'38" 2.50' 3.42' 6" CURB 2© 118'56'47" 3.00' 6.23' 6"C & G 7 S 1'25'18" W - 115.46 8"PVC OM 7 N 86°58'50" W - 53.18' 87 N 89'46'13" W - 64.19' ® N 5709'58" W - 2.33' 6" CURB g =61'35'52" 35.00' 37.63' 6"C & G 8 N 88'34'42" W - 40.25' `, 6"PVC»HYD OM 8 N 89'12'22" W - 29.35' 88 N 89°47'48" W - 28.89' 47 N 34'24'40" E - 15.09' 6" CURB * 2© N 89'2535" W - 5.12' 6"C & G <9>1 S 1'25'18" W - 27.67' 8"PVC OM 9 N 00°17'47" E - 6.50' 89 N 76°15'09" E - 27.00' " 10 N 90°00'00" W - 100.65' ® 2906 49 74.00 37.60 6 CURB 2® =180'00 0 2.75 8.64 6 CURB 10 S 89°25'35" E - 250.87 90 N 76°15 09" E - 150' 49 N 89'25'35" W 98.24' 6" CURB 22 N 89°25'35" W 12.52' 6" CURB * <1> N 45'00'00" W 10.00' 11 S 0'00'00" W - 9.37' 50 N 00'34'25" E - 12.25' 6" CURB * N 01'05'21" E - 51.08' 6" CURB 12 p=46°15'42" 371.00' 290.8' * 12 N 90'00'00" E - 100.61' 51 A--18OdOO'O' 2.75' 8.64' 6" CURB 31 N 88'54'39" W - 12.25' 6" CURB * <13> S 19'37'12" W - 10.38' 13 N 35°31'33" E - 6.34' 52 N 00'34'25" E - 12.25' 6" CURB * 3® Q=179'57'55" 2.75' 8.64' 6" CURB <14> S 66'21'11" W - 9.00' 8"PVC- OM 14 N 35°09'21" E - 26.55' 53 N 89'25'35" W - 76.50' 6" CURB 3© IN 88'54'39" W - 12.25' 6" CURB * <15> N 89'04'14" W - 13.35' 8"PVC- OM 15 N 89°41'56" E - 86.86' 54 N 00'34'25" E - 12.50' 6" CURB * ® N 01'05'21" E - 9.46' 6" CURB <16>IN 55'19'14" W - 23.73' 4"PVC- PVT 16 N 63'58'23" E - 42.75' q 55 90'00'00" 2.50' 3.93' 6" CURB 3® N 89'33'18" W - 9.00' 6" CURB 17 p=38'33'15" 183.00' 123.14' * 17 N 63°58'23" E - 35.11' C) ® N 89'25'35" W - 19.14' 6" CURB ® N 01'05'21" E - 9.36' 6"C & G <18>1 S 30°15'22" W - 31.00' 18 N 89'14'10" E - 31.42' Q 57 =89'54'11" 30.00' 47.07' 6"A.C.DIKE 3© N 89'33'18" W - 9.00' 6" CURB <1 9> S 30'15'22" W - 11.11' 19 N 89°09'06" E - 63.11' u 58 =89'59'46" 18.00' 28.27' 6" CURB 33 N 01'05'21" E - 35.00' 6" CURB <20> S 30'15'22" W - 22.27' 20 N 43°34'30" W - 12.50' U 59 N 89'25'35" W - 27.18' 6"C & G 33 N 88'54'40" W - 10.50' 6" CURB * 21 S 00'48'06" W - 61.87' " 21 N 21°37'21" W - 13.04' 60 =l80dOO'O" 2.75' 8.64' 6"C & G ® Q=90'00'00" 5.50' 8.64' 6" CURB 22 S 00'48'06" W - 63.93' 22 N 21°3721" W - 6.54' O 23 N 27°15'27" E - 17.53' Li 61 N 89'25'35" W - 11.99' 6"C & G * 41 N 01'05'21" E - 2.54' 6" CURB 23 S 30'57'47" W - 70.50' LJ " , „ „ „ 24 N 86'37'46" E - 64.29' -' 0 62 N 01'06 47 E - 127.45 6 C & G ® =3'50 47 145.00 9.73 6 CURB 24 N 87'12'47 W - 44.69` " - f� ° 63 N 88'53'55" W - 12.25' 6"C & G * ® S 14'45'00" E - 5.73' 6" CURB 25 N 42'12'47" W - 17.10' 4"PVC TO P.O.C. 25 N 00°01'12" E 128.65' z 1 „ „ „ 26 N 90'00'00" E - 33.90' ° 64 =18Od00 7 2.75 8.64 6"C & G 26 S 30°58 46 W - 34.92' 4"PVC- PVT < 65 N 88'53'51" W - 12.25' 6"C & G * *_ " 27 N 75'57'47" W - 58.86' 4"PVC- PVT 27 N 90'00'00" E - 28.90' 6 CURB w/ 1-FT WIDE WALK (SEE DETAIL 10, SHT 3) 0 66 N 01'01'08" E - 27.61' 6"C & G 28 N 75'57'47" W - 32.09' 4"PVC TO P.O.C. 28 N 90°00'00" E - 33.92' �j 67 =22'36'50" 160.00' 63.15' 6"C & G 29 N 14'02'13" E - 10.38' 1"PVC TO P.O.C. 29 N 90°00'00" E - 24.72' > 30 N 57°23'57" E - 39.17' Q CD 68 N 69'06'24" E - 12.30' 6"C & G * 30 N 59'48'44" E - 63.38' 1"PVC TO P.O.C. _ LL0 69 =123'47'10" 2.50' 5.40' 6"C & G 31 N 10'19'14" W - 6.45' 2"PVC TO P.O.C. 31 N 62°22'38" E - 36.85' I- Lf') 70 =168'11'43" 30.00' 88.07' 6"C & G 32 N 87'12'47" W - 34.00' 1.5"PVC TO POC. 3'2 N 70°15'06" E - 5.49' � M cc 33 N 63°10'22" W - 46.73' U 71 N 01'05'17" E - 201.75' 6"C & G 33 N 87d12'47" W - 34.00' 4"PVC- PVT � N C-) 72 =05'58'46" 128.05' 13.36' 6" CURB 34 N 75'57'47" W - 0.67' 4"PVC- PVT 34 N 26'50'21" E - 9.20' ral 73 =127'41'22" 4.75 10.59' 6" CURB 35 S 0'0'0" W - 26.00' 4"PVC- PVT 35 N 63'10'22" W - 27.08' �t m i 74 =10'13'02" 205.00' 36.56' 6"C & G 36 S 90°0'0" W - 51.02' 4"PVC- PVT 36 N 26'50'21" E - 10.56' HORIZONTAL C O N TR O L DATA „ �0 > 75 =137'570'7" 5.50' 13.24' 6"C & G 37 N 63'10'22" W - 7.99' ))AS- �', I I y U 76 N 88°52'47" W - 9.51' 6"C & G * *= 10' MIN. PIPE LENGTH 38 N 26'50'21" E - 13.33' BU�LT m Q N 01'05'29" E - 51.00' 6"C & G OM= PER OMWD STANDARDS AND SPECIFICATIONS 39 N 63'10'22 W - 15.80' /1®, � 75 78 N 88'54'31" W - 12.25' 6"C & G * PVT= PRIVATE DOMESTIC WATER LINE 47) N 84'54'53" W - 16.15 C/Gt RCE 4y-172 DATE: „ „ 41 =18°3811" 275.00 89.45' License Expires: 7s �lsodoo 0 2.75 8.64 6"C & c aE REVIEWED BY; lq- 80 N 88'54'31" W - 12.25' 6"C & G * 42 Q=19°2911" 275.00 93.53 b ° C 0 91�- INSPECTOR DATE: REVISIONS APP OVE DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. U Q>V �K �ctR ' 7 a PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED AP VED -q1; L cGd sNaaT DESCRIPTION: S.D. CO. STD. WELL MON. HORIZONTAL CONTROL PLAN FOR: ID# 1875 HORIZONTAL NA �A /� DATE 6 -&10-72 - - 74' 35 - G LOCATION: AT THE INT. EL CAMINO REALi�?2iyl/l '��5 BY: - BY: CITY ENGINEER 1lilrlr■ "r" SQJ.riili AND MANCHESTER AVE., EST.01/01/72 R.C.E. NO.. 44976 -� / 7�,�A7�T�'+ ,1t�D AVE., 1�T�rwr °T RECORD FROM: SAN DIEGO COUNTY VERTICAL DATE: 1 _1rQ-�' DATE: r/ t//©3 irJA 1Lilt AVE Lill AS ELEVATION: 72.93 M.S.L. DATUM: NADV 29 WILLIAM J. TEMPLETON EXP. 03-31-06 WORK PROJECT N0. SHEET itF 2V kr DC 4tc c 5. S CAD FILE: 7499_C08-9.D G . r r t Z 1! ' I i € i 1 i f t j f r f ff rr i ,J J ,r'' ,/' ✓' f .l jt - ^�.,._.m .-e, t i t' ! i 1 \ \ i r i ,4 / ? t t s € i 1 i rt , / i r!r / ! / ' J J r i"' • r,r' fi, ! ( J / /,`.f ,rr/f - ji. ! � { i i : j i t,-`,,,,,f, , ,„1,•..,..�,...'}'..,^,_.r,_f,,1' t++ ' t ° i / f i I ? € ( 1 rf, r / i f f / J r J%' r f f r' r� f f I n t -_ t” / / , , J J ' y _ L t.,E f �• - t i i j ,t f i' i r \, f ......J .,. .l,:i„.^(^,... ,,,..+,,„,l 1 � i �� 71” � ! r— � t'G f T t T "y� '. , -N- t,...,,y' t^ � f' l r I \ � ,..f�>`_ , ? J 1' ! ... / �" f € J � f ' t , ; t f + r i ,_ ..-h'f....',,../,t_n_^�`°...^.,.a'�_-• ,`ti.,+,_r✓,�" ., ,-,^..:A ! , /� + 7 r x ' ., i tic::' l t t 1 \ \ } t t i l V r r 1 t } t _ ; r r t '€ jj i / !✓r f ,/ /' s t } �t O i t} ` t t }, \\i - � i$ \ \ % it ��V A •� \ i t �, i } , I 1 3 tjr t' ii fT i;� / /f r ri J! /r r'.r i' ©© 0 00 �U O I _ I r Y-0 00O O } , t t i \ ti `\ A 1 1 } \ +: i } i '; i f 1' t i , ' ! /, J rr ,/, I (�(��j�J`• 1' I t- � , + ,i l ', '+ 1 1 € ,` t , ,, '� i. `\ '} ', ' , 't ; ! •' , r ,r r ` ' t / C OLF ,U'`RAVEL ENTRPyNCE f 5 ; A ..... -- �,,� i \ \ j i �: 2 1`�' WIDE F .,...i tp` , _O E� t , t `\ ''".,\, ,` .\`...,,r`,... \. �' \ `\ \ ` � \ t •, ` } t j f 1 r r J J , t i € i r,m,-. ....- ! ' f r`' € t l'F `Yr,—�-' 't t I '\ \",,, `+,.,,M1 '`^•. ^..\\, '4. '`^, ,.,\ \ ``, \ �\. \ \ 1 � t � �, r t rt ( if i t' y t f ...� ! , I i i ,•., `.. '`, ',,` \.l '\ , ` \ \ } ,, \ 1 � I i € t f r ,..� ; � f f, i / ! t i I . "'� ,,\ �., .. \ , \ \ '�. '\ t , i .t ''• , i € i i { ! r '` � ! r t / � t I � ? / I... € 1 I � I — _^ ._. + t �., ".,, '•'',a, \ �\ \ \ \ + , ill € t r f' r` i i t 1 t r 1 i G ,n f' ` , ♦ y i , 1 i. t , i r i ,ir , i 1 1 \ , t 1 i ] € r .f f E .. { r f /'r .; t" :> `' , `•\^ \�\\\ `�'. l\\ \\ �1 \\ tt � �� t /. .\.� � ? it t r rf tr, + r; rr r / r, j I i J f ,.,, _.� f t ? > j" �, , i , t i / t \ \ ` `,, `\ `•., \ si ' 'l `, 't i 4 i `` t`�� F j i € 1 < i , 1 4 , ``� , •, •, t , i ;, ' t � iSTf? W Rd LS' , �Y it i AL .,`.' } 1 • 1 i t ' i F 1 , \ , , 1. \ l 7 1 r � ' r t I ' ,.;� t t € I , r , 1 \ \ 1 V` I � XI } - , � 1 t i , , , I ,r i LCO j x f _.. -,l' '' :r r'` ✓'' r"' ,.r^'•r/ . ,r" 1 / r / r / I t � ! r / r f' ,, fJ �r / . J` r ,r / ,,-"' / ,r ,r'r/" ',J`. ,/ / j :/ '' ^'v r'`° ... ^.^' ,f f, i r' 1 / I r f ff f ,f � r'' `if ,r' r' i '-"•,, \ ' -•' r f � r ! f - ' ,../ r""`-' r'`f/,-,�� { r ! / J/ ,' J,• !`` �,� - = " ^ . � --" f r` r / f% / ! J` J f f!f r f/ r', / J J J, ,.I-., r / r'':^ /'` r t I ",��- _/` . '",r r ,/::`¢ / / ''! 'r -- -' ..,--' _-, !.f '•r• - /i,r'rr .f iJr %` ,J'` ,r frr f` T ! I ,�/' , i r` k Jv ``rr v r r i:!' r J / r/ it , jl€ - r r ._ _ _ =".r' ,r. ,.-''J,r. .,"' ' r rr' /" / ,,:' ,r n ,• y..-" Y,^'": / j /r J ,/'s l / rr -- '' r r y \. // r l,r ,,. ,.^ -," >~•. „+' "-•^ r''/ .%` ! T frr , rr' „r' _ r J, r r' r r Y_-' .-.x,.,. k i ,,�,``�, ,J ,r / r:•-'r,. , i -.•- „/' ' "`err r` rrr � � � / r/ � !` :-' r'' r f f` ,,'` ,,/' I /' ,rr ,,r Fi' .,:' ' rr• ,•• \ ^^,'r' -- . r'r: f',rrir \„ J ,,•'� .- "�' rr' ''^'' r! J r' 11 r , / f` ri r''r! 'r �'i\{'} r` r ,rr r ,,.-''"' r' /„ ,v'v r r ! Jl ri f i r' rf rr ,,r'` r`` J,r-'' ''' ,:' r,:r r 'r r' f i' ' f r /r /" t r f r` v 1r "' ,,r, r'i r rr • /r,.l' n ! r r/ % ,v ,/! J` / ,/` ,/ j f\l. :'', /' i i f / r,r / r r,: r,,r rr, ,/` f rf r S f FENCE ^� TYP4CA 2 /` �„ .:r'r r,. / ,.' r'r / r/ !rrr /!v i J JJ' ' ,' / r! J' •,Y r / i; r ,r r r' ./~ /vr'/ .% ,,r'f J i..r :r r rr' ,r /' , j f ! r"'r 'r , r`: n, ar —G ` ? r .. ........ .i 'r i rr" r rrr`�r" /' ,r' / , r f ,r /'r" n i' /,,/r ,: f ,• t / rJ ' r i r` � ,.// � � -- - -•:"' /r ,,.'` r /i r'' f `J/ /' r' r r: X rrr / J i r r r ,r r I J' / / v /r'r� / r /' r :" Jr ,v / r J ` 'IX i' r" ` /` rr ,v r / .•''' r ,/'`~ 'F i `I r- !'r ` 'r fr r''' rr / / !r / f / JJ !r !, r! r / rr'vrr'rr" r,r / ,:�/ yrr r` / 'r i' / ,: / v / ,r-^'' ,,• fr / f/ frr / r T:+'_r ,; €,r !i : ' k \ 1 `�`l. s r J Iy r'. -, r:r ,,, ,,,, ,„ �` ,i' 1 .r" /r ! f' '.=ai i t /rrr ," rr /' r'' i rf f!r fJ r/ f f fr rr !r t fr f i rrr / /' r. ,. ,r,,.' !✓ r / „r /r'`' / `` / i J J'r•%r ./` ,/ k r:r'` 1 .cN. ' \- ' ' t l ....... _....... , ...... ..,.� i I rrr,,.r Yrl, r r/ r r,— tt / / !' .,' f� .r'`` " ``r r f J , ` r% i r ,J` ,r r r,r r / / / r' : / .!'"' ,. / r'rf � J /r rr \ t r r , f / t r J ' GRA L BAGS - \ 1 I fr r, r f`r' r/ J,v' r'' /` ,ri r, STRAW ROLLS F \ I l ,r r €'. TYPICAL)r 2 TYPICAL` 2 J ,. r.'"'r /r 'fi __ r'` /'r .i 0 , + . r-. . \ , , e ! i / % r / ,f rr ✓ / r' i i'rr r rr f,r'rr r 1 t i r rr ? ' �"�\ 4 \ `, \ 1't l \ r ! / • ,+ f J 'r rrr /r :±j ✓ it i / • ," 1� 'rrr r .j �.. -_ ..- 'k `\\ rf r/ k I , r \ GRAVEL BAGrtf' - - t,..._,,, , i € "„ 'i fJj/ r' Jr ,r i �```\ , I M / rr' F r / / /! ,- = \� , � � r ii 1 r € -_'" C, �[ r r .,'¢'� '\ •) f .r \ ,\ ``,.l '\ \ \ tt 1 ,} 1 1 t t i` ( j /. / /r J/ // ,r`r / fr r �,,�` ,v f' i !f i / - .i J i / f f R6kVEL 'BAGS A- lt + t i l �1 1 1 i ,f , ? t r f,', r,r r € r r'I E t \ % r TYPICAL 2 \ Q !'j ( " ' .731E "1 ` i ! x Lf� r / o \ •es-,"., t , 1 i \ r f t r' `'' r' \; \ i, 1 \t , `� l� \ t %i 1 }} t} 1l i i i I + r r ,1 1 ,l f rr f r' ,r Jf i _I ''T 1 .5 .- \ti j _._C O '•,'\ '`\,\\`,,`` '\ _;'/ 1` t , i \ 1 \i1 \ t \ i it `F 1 't 1; i, F } i 1 '' i / !'f ,J`, / r� r: L. yr,•r j} r` I.-'` ,+. , ,) W r I { y €3 I-4 J i i t \ } t t} (J , CD ; , \ , / ' t £ ! 1 i I : > i t i ii , 1 t t t rr 1 ,r r r r! r i i ( r I _ r„ - ' 1 t f` !:`,.' , � i t ) CD `'... � \.,. \+. \ ."✓ { , I { R i f t t }`, i ' 1 5 \ ! , 1 t i r ' r J r / i i ` !/ .--- t� �F•.�'..,- CU \ \ r/ i t ` i s J f !' r' ."' i -0 - Z z .. `, \ \\\,\-, ,^_. "r ! J' ;� € rr f! r f f,f' : + I t r J / _SILT FENCE B € � Q 11 I j f J f ! f / /f GRAVEL BAGS A / r / i ( (TYPICAL) 2 z 0 AROUND INLE 2 � it t t i 1 it i ? i f l � j 1 +t 5� CD '^� \\ `� .. ��, ' '- _ v;- r ,'r rr ,r`+ r } J r tf r j ! { t € T r r ? 1 € r _- i , v�, ",. A , ,- /" J i j i f ? i t i '1 i - € ? I r! f r i / _ --- - t t ( IJ / , t J `r � /r f r :•rr r/!r,• r rJ,' i r'r f ,r r f, -.-- SL FENCE l 73 t k€ I F F_- 17 o Y AL 2 Od — r r j I �. r 1 r , t rt 4 i �� •'- �'" .l �/ 1( .\j .. '� r (y) Cu LEGEND: BUILDING PAD NOTE: EROSION CONTROL PLAN "AS-BUILT" w o) 20 10 0 20 40 60 J GRAVEL BAGS °� BUILDING PADS TO BE STABILIZED AND 9QRpFESSI�N9( 6 _ u GRAVEL CONSTRUCTION o 0 4 Cf c � ¢ PROTECTED FROM EROSION BY APPROVED 2`` �� J. yt <\ !�( 2 G-D(, Q ENTRANCE 00 0000 STABILIZATION METHOD IF SITE IS NOT ti �tiF4 y H RCE 4'�'t2+� DATE: z m SCALE IN FEET ACTIVELY UNDER CONSTRUCTION z License Expires: SILT FENCE w d I inch = 20 ft. o 0 0 °C Ex p, 12431 03 A REVIEWED BY: O i STRAW ROLLS _ _ T V LLJ Z Co CD CD W LiI W CD CIO INSPECTOR ATE: z z c� o 0 i REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. za _H TJH n DESCRIPTION: S.D. CO. STD. WELL MON. PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APP ED EROSION CONTROL FOR: 743 - G o LOCATION: AT HE71NT. EL CAMINO REAL HORIZONTAL "°20 DATE ;��-3O-D3 i BY: /��1 • /��mll BY 1 lilYJ C 'r' ►7iJL�" AND MANCHESTER AVE., EST.01/01/72 �.d 54198 CITY ENGINEER 7��fA7�T LT��r OL `7p �T �T� ,qtr TIM Y J. INS R.C.E. N0.€ 2 2d o Z/ / MA C17C� TER AVE, �i1�ICit�i11'AS j RECORD FROM: SAN DIEGO COUNTY VERTICAL NA DATE: / DATE: LS o3 ELEVATION: 72.93 M.S.L. DATUM: NADV 29 EXP. 12-31-03 WORK PROJECT NO. SHEET 1 O F 23 CAD FILE: 7499_C10.DWG PROJ.# 7499 24 .. ._.... _---_ .......-�. ......... ....... .......... ....... 12 .. 124 3 i — ,n Lo 120 . .. . i ...-.-.- ..-.-.-. ...-. /m—.-- -- __— 120 _ 12 0 WALL IAUL 118.0-TW ul / � .\ ... --------- .... _m. .......-._ - -. _ / PROPOSED WALL 116 ---jt5-5TW\... _.----. . _ - -.-.-.- 116 VA Q i LO L6 6 / 1 EXISTING GR UND AT / \ 113.5TW WALL FACE / z 112.0 i 112 _ - 1 5TW— _------- - ....... ..-. ..-.. ._ _....._ ...-.-.-.-. ... _ 112 . ...._ --..... ..... ......__ — -. Y' 1 2 110.0 11 5T 109.5TW 108. TF� 108.5TW \ \ / / \ 108 1 10 8 ..-.-. F NISH GR DE BEHIND WALL 3 108 1 105.5TW 05.OT \ rr� a- 10 OTF _..._.--. _.. ... -- -.. _.-.- 104 103:5 _---- _------ ._.-._ 104 a 3 _. .-._ .... ......- J ' I \ 3 ! z 14 102.OT \ � °w 00 o 00 `` 10 .5TF —� 101.5TW \ o of o rn a � rn a� \ + W + W N WUN Ld ...99.5TW-- ..-.- - ...-.-.-.- — _ _ .....-.. ..-.-._ _ ._ . _..-. 100 a Z a w �? 100 ___-__ BEHIN ALE c i ¢ w (n am / \ SED TOP OF RETAINING WALL 0 a (n a m 97'5 rW \ ROPOSED WALL \ ELEVATION= 4.0 PROPOSED !INVERT 96 96.OT \ 96 WIDE GUNNITE SWALE 9 .5TF; ... .. \ _ — 6 \ 94.5TW \ 9 3.0 T \ \ 93.5T W \ - - - - "92 — — — 92 5TW PROPOSED FINISH GRADE 92 IF ....,. \..... 9 2 90.0 \ 5TW OTF 89.5TW PROPOSED OP OF FOOLING 8$.STW FRONTOSOFD WALL ME x88 8 NT .OTF 87.5TW 87.OTF FINISH GRADB AT 7.0 8 OTF WALL FACE 86.5TW 86.0 87.OTF 85.OTF �\ 85.5TW �\ 85.OTF '.OTF 84 .. ... ........ ....... ... 84.OTW ....... 84 84.OTF 83.OTF �\$\TW 1+ 2+0o PR❑FILEiN❑RTHWEST WALL 3+00 4 82.OTF gO\ 2 SCALESi H❑R. 1'=20' 81.OTF VER, 1'=4° 80.OTF \ I 80 .................... ........ 80.OTW� ....-... 79.OTF ...... 79.OTW \ 78 OTF 77.OTF \ 77.OTW \ 76 76.OTF \ 76.OTW .... 1 73.OTF \ PR❑FILD NORTH WALL TF SCALESI H❑R. 1'=20' VER, 1'=4' 72 ... ............. 1+00 2+00 3+00 4+00 m 1 Q 0i -' 1 • � -- --- I ry � Q f x. U MAVM Ld 1 SURCHARGED WALLS UNDER 5'-4": W REFER TO WALL STANDARD SDRSD C-4 Z Z I (SPECIAL PERMIT REQUIRED) Q Z V) i Ld III Ld j € ' ! I SURCHARGED WALLS OVER 5'-4": O Q CD REFER TO WALL SDRSD C-11 Lf '- r •� '"- r � I � � T L(9 1. I: $ (SPECIAL PERMIT REQUIRED) SEE SHEE 1 AND C22 FOR PROFILE OF � � o� i ax I Q )�' � i I r,` , I � E � CT f KEYSTONE WALL IGNED BY OTHERS FOR W i p" � Q1 t UPPER AND LOWER #3 M � o VJ V ' QRpFESSr�N (`7 v I{I ° = �TT�I N I N 9< w I iKQ I yi Ii . I I w LLB J. » » f / , I �.. . � q AS-BUILT f N r� z 0.Exp. 1243103 RCEc,W7z DATE' o - - - ----- 3I IV License Expires: �• e.�7 7 i' REVIEWED BY: w w w -- Z WALL PROFILES C11 INSPECTOR DATE z0 #. REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING O. DESCRIPTION: S.D. CO. STD. WELL MON. PLANS PREPARED UNDER SUPERVISION' 0� 3 RECOMMENDED AP VED WALL PROFILES FOR: ry ID# 1875 1"=20' ( `t LOCATION: AT THE INT. EL CAMINO REAL HORIZONTAL DATE BY: — BY: AND MANCHESTER AVE., EST.01/01/72 „ 54198 CITY ENGINEER A7�+ ►7S�oujL AVE, �T �7� Air RECORD FROM: SAN DIEGO COUNTY VERTICAL 1 -4 R.C.E. N0. DATE: 242-4/0 DATE: S o lYJt�l�l��dZ�+►71 r rt AVM �TCINITAS ELEVATION: 72.93 M.S.L.DATUM: NADV 29 TIM T J. INS EXP. 12-31-03 WORK PROJECT N0. SHEET 11 OF 2 CAD FILE: 7499 C11-12.DWG PROJ.b 7499 124 124 ----- ----------- ------- ------ ------------- Ln 120 120 ------ 120 L VAUL 11 8.DTW L0 1161 uo) 116 lla-5TW��-------------- _1 16 ------------ --- ------------------- ----------------- __---------- PROPOSED EXISTING GROUND AT F- U? W ELEVATIO WALL FACE 11 3.5TW 112' 112.0 �12 112 -- --------------- ----- - - ----- ----- 110 5� 'F 110.0 109.5TW 50.29' 39.26' 108.5TW 08 F 108; 1081-- --------- --- ---- I 07.4T-W ------- ------- ---------- 08 - -- --------- NISH GR DE BEHIND WALL 105.5TW 10 .OTF 105. _j _j _j 104t < lu4i M 00 00 00 0 z U? z< 102.OT K (6 o> r- ow oj 0 0) 0 101.5TW t 0) 0- Q� 0) 0- Lo r- 0- t + + + + Cq LIJ 04 W z ui w _j _j Z 100] M �MAMC _j ---PROPOSE, 0 z .0 1 F < < 100 _g9, 5fw --------------- ......... --------------- t z ' 00 ------ ---- - ---------- 99.0 fj) < (0 < m t PROPOSED TOP OF RETAINING WALL t 97.5 rw PROPOSED WALL t PROPOSED !INVERT ELEVATION=$4.0 .5TF OF 2'WIDE GUNNITE SWACE 96.OT DCUlkin MAI I 96 96L--------------- --- ------------------------- ------ ----- ----------------- -95.5TW --------- -------------- ------- t 94. TF 94.5TW 93.5TW t 93.OT t 92 92 5T ROPOSED FINIISH GRADE t 92 ....................... .......... . ............... ...............t ......._.'.........9.1.5TW TF 92 ...... ............... ...... ....... . ......... t OTF 90. 90.5TW t PROPOSED PAVEMENT t 89.5TW OTF FRONT OF WALL 88.5TW 88.OTF PROPOSED TOP OF FOOTING 881. 88 ...... ....... 87.5TW ................. FINISH GRADE AT t 87.OTF OTF 87.OTF WALL FACE t 86.5TW 86.OTF 85.5TW t 85.OTF OTF 8 OTF A, 84.OTF Z,4.OTW 84 84 84I ..........t......................... ............... ...... . ..... 0+88 +00 2+00 3+00 83.OT t 83.OTW PROFILES NORTHWEST WALL 82.OT t SCALES, H❑R, 1'=20' 82,OTW # 2 t VER. 1 =41 80.0TW-, 801 ....................... ....... ....... ...... ... ................. 79.OTF 79.OTW 7 . ILI f 77. F 77.OTW 76. 76.OTW 76 - ........ ......... . ........... ... ....... ....... .......... ........ PROFILEi NORTH WALL TF SCALESi HEIR, 1'=20" VER. 1'=4' 72 ...... ....... ....... .......... 1+00 2+00 3+00 4+00 CD 0i _1AM OIN < U 4 GRAM F LD Ld A, A U zo > z < m 0 In In ad _1" Px SEE SHEETS C21 AND C22 FOR PROFILE OF F-1 it{ Il F-1 LL 4- oj LH i KEYSTONE WALL DESIGNED BY OTHERS FOR UPPER AND LOWER WALL #3 m t Z t'j II 11 "AS-BUILT"S < It H( www(,iGtGG tt R i�E DATE: Yl o 1 License Expires: Ld C/-) REVIEWED BY: LU 3 'l Z_ xxx / xxx x t WALL PROFILES Cl lAr�SPECTOR DATE-. _Lj CL DESIGNED BY DRAWN BY CHECKED BY REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT lim I LV[3 APPROVALS CITY C>F= ENCANITAS ENGINEERING DEPARTMENT DRAWING NO. SITE WALLS REVISION PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED DESCRIPTION: S.D. CO. STD. WELL MON. 1"=20' WALL PROFILES FOR: 41 VC-0 I&Ixrf Z4 j Z!r ID# 1875 HORIZONTAL DATE BY: By AAZ 7435 -- Lo Lo u I VIi:i n ,i F NISH tGRDE 5 BEHIND S \ �\ \ 97.5 PROPOSED L .5TI /7E E� LOCATION: AT THE INT. EL CAMINO REAL 7 - ro$470ENGINEER TENHqX SOLF-L AND MANCHESTER AVE., EST.01/01/72 1"=4' R.C.E. NO., 44976 DATE: DATE: RECORD FROM: SAN DIEGO COUNTY VERTICAL WILLIAM J.' TEMPLETON MANCEMSM AVE., INC]IqffAS ELEVATION: 72.93 M.S.L.DATUM: NADV 29 EXP. 03-31-06 WORK PROJECT NO. SHEET CAD FILE: 7499_C11-12.DWG ......... ........... I f , c , I Joy112; 0 < + SURCHARGED WALLS UNDER 5-4":: + 3 Z 0 REFER TO WALL STANDARD SDRSD C-4 a m + 3 (SPECIAL PERMIT REQUIRED) N °z > TOP OF WALL cn w =FG+3.5 80 80 SURCHARGED WALLS OVER 5'-4": 105 0 20-FOOT 0 J REFER TO WALL STANDARD SDRSD C-11 1041-.1-1- . LOADING AREA 0 a ' EXIST. GROUND A ± Z 0 (SPECIAL PERMIT REQUIRED) ! a 4 WALL FACE N m + Q — -- �_ w-3 I 1�O.5TW 4 .......... ................ .............. ......,.... ....... ........ .. — .-....... ............ i— W M� / 4 ,69 SLOPE w +a .5T 72 - - 72 98; EXISTING :GROUND I w a 95.4TW s /AT WALL ;FACE 93.5 92.0 92. ` P OPOSED 4"P.C.C. SIDEWALK 18LF 90.0 SI EWALK GRADE BETWEEN H=10' / W LL AND SANCTUARY 641 .... ...._... ------ r 64 HIGH PT. 88.07TP 8 85.oTF 48LF 84.OTF H=10' __........ -------- — _ ..._------ _ ..... ED SANCTUARY/SOCIAL HALL FLOOR 80 77.08 FI OOR 56 f .. .... 56 I € .. . - ---- -------------- ... ----------- - - .,.,....,...... 7P,00 1+00 2+00 PROEILEiS❑UTHWEST WALL �✓ALL 4 SCALES NOR, 1'=20` SCALES HIP -20° ............................................... 128''; I EXISTING GRADE AT WALL C-L TING GRADE / A L C-L 106.OTW 120 ; / —C CD 104 .... i -.-.-. .. � € I 102.OTW I VERT ELEV. Q B HIND WALL U PROPOSED TOP OF W 100.217S A ul ° PROPOSED TO TING W L / FINISH GR DE IN F- I 112 FRONT OF WALL ( Z z 1 98 z-+ (� INVERT ELEV. W Ld D FINISH GRADE IN ,` ZO Q o j FRONT OF WAL Ln _ If) / 1-- Ln 104 OS D TOP OF FOOTING OIN . ...-... W L - Ma.0 1+. 9 s 1+00 27 1+50 1+91.09 FESSi I PR❑EILE�SW UPPER WALL �eR° °�q� (y) 1+00 2+00 2+73.84 SCALESi VER, 1'=40, y��av J yjc�'yN�yz AS-BUILT" L;j 10 PR❑EILEi NW UPPER WALL a N0, 54198 A ?-tt, o� Q SCALES, HER, 1'=20' Exp. 12-31-03 RCE ,.vq*iz- DATE: z VER, 1'=4' p CiVi 1q' License Expires: qre F REVIEWED BY: w cii o Co WALL P FILES C 1 2 INSPECTOR DA E: z z -- goo REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. w Q a Nb i PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APP V D "7435 ,.f DESCRIPTION: S..D. 1CO. STD. WELL MON. 1"=20' ��?,��*� WALL PROFILES FOR: LOCATION: AT THE INT. EL CAMINO REAL HORIZONTAL DATE ; W BY: 4A - 4,4.j BY: r�7�,�pr �T AND MANCHESTER AVE., EST.0I/01/72 CITY ENGINEER l�ilrl�� 'r' �� RECORD FROM: SAN DIEGO COUNTY VERTICAL 1 -4 R.C.E. N0.€ 54198 DATE: Zi/l -4 W DATE: 2 LS o MANCH SMR AVE", INCRSUAS ELEVATION: 72.93 M.S.L. DATUM: NADV 29 TIMO J. HIG EXP. 12-31-03 WORK PROJECT N0. SHEET 12 OF 23 CAD FILE: 7 9_C11-12.DWG PROJ.} 749 ..... . . ..... i i W J sF Q 112 0 ¢0 OI' � + Z ° J Q ~ W Q + F fn m ?� ~ z > TOP OF WALL V) w =FG+3.5 80 .__-,-._. ______,_. __. ., .._. _ ._.. __ . .--.___-- 80 105.0 20-FOOT o LOADING AREA 104 EXIST. GROUND Al ± Z o WALL FACE i r w Q cn m + 3 UD�O.5T I ----- — - -- — 1 ...... j 5 .9. 4 to Lu aM X69 SLOPE Z5T 72 .___ __.__.- - - ----,.- 72 98 m +� i EXISTING ;GROUND 11Q 95.4TW ! AT WALL';FACE 93.5 a LL 8LF \ en 9 .0 I 92. H-8' r- -- t--------- P OPOSED 4°P.C.C. SIDEWALK 18LF 90.0 SI EWALK GRADE BETWEEN! H=10' j WALL AND SANCTUARY 88 _.. _. - + - - ---- -- -- - 20LF � 64 __ --------.I 64 HIGH PT. 88.07TP ' 88.18TP 85.OTF 48LF 84.07 I H=10' I PROPOSED SANCTUARY/SOCII, L HALL FLOOR 80 77.08 FINISH FLOOR 56i .... 56 � I I ' � I , i I 3 � I j 4 -'? AzzV ...._......_ 1+00 1+50 PROFILEi SOUTHWEST WALL PROFILEsSOUTH LOADING DOCK WALL # 4 SCALES, HOR. 1'=20' SCALESi HEIR, 1'=20' VER,1'=4' VFR, 1'=4' ___ _ __------------------- � _ , 3 , 128 ; _ EXISTING GRADE ? AT WALL C-L I i ' I EXISTING,GRADE ... ....- ..,..,. ...,,. ..., , I AT WALL, C—L ( i 106.OTW Q 120 ' CD 1041 � n 102.OTW / INERT ELEV. BEHIND WALL U PROPOSED TOP OF WALL i 100 ZFS o — — —. — ..— — ..... O 0 PROPOSED TOP OF FOOTING A-+ W C-) / FINISH GRADE IN W - �u 112 ' / FRONT OF; WALL i Z Q V 96I Z7 Q N i Z0 � W o INVERT ELEV. I RFHINn I � � o) FINISH GRADE IN Z FRONT OF WALL IJ-J Lo I { C 104 PROPOS Q TOP OF FOOTING ::D (7)I E:l m E 4 LL_ (lJ CT) ; ; 1+00 1+27 1+50 1+91.09 y n P-' co (JN 14 _ I PR❑FILES SW UPPER WALL Im 1+00 2+00 2+73.84 SCALES, H❑R, 1'=20' VER,1'=4' "AS-BL ILT # 1 0 w PROFILES NW UPPER WALL scALESi H❑R, 1•=20' - k::° � RCE u 2 DATE: Q z VER, 1'=4' License Expires: 0-* d REVIEWED BY: . . o w of V) z ,/ � C) /// Ld w w WALL PROFILES C1 INSPECTOR DATE: Bozo REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. w Q 0- 0 SITE WALLS REVISION PARED UNDER SUPERVISION OF RECOMMENDED APPROV D --> DESCRIPTION: S.D. CO. STD. WELL MON. �_ WALL PROFILES FOR: j �2 LOCATION: ATTHE7INT. EL CAMINO REAL HORIZONTAL 1 -20 DATE g 0 BY: BY: ►Tl./� 'r'L (� 0 17117115,11? j C' " ' ��l%�V� �oitCITY ENGINE AVE, T �7� ,��r /� (. AND MANCHESTER AVE., EST.01/01/72 1^=4' ✓ R.C.E. NO.. 44976 DATE: DATE: 7z_fL �� MANCHESTER VE. ENCIMA3 RECORD FROM: SAN DIEGO COUNTY VERTICAL WILLIAM J. TEMPLETON ELEVATION: 72.93 M.S.L. DATUM: NADV 29 EXP. 03-31-06 WORK PROJECT NO. SHEET 1 V�L ✓a-� G� � ETJ � `-' / 1 CAD FILE: 7 499_C11-12.DWG .._....... 4 i ( ....... ` .................. i i I i .......- [ ..... t_ / / 92 I ...... - ... .... __ _. ........ �- .....-._. E hSTING G OU N D...,_-.-.. ............. - ' a M / V) ................_ .......-.___ y — F / ._ Z� 4 J o 0 4_ z ....._ v, m.... 8 .......... ................... LO 84 ......... M n U U N F U p IL F I o s ,n cn "�r LO ........._. 7 V) ..� ____—d� N .......r}.-.... .-. ....... w ...., ............._._. ^ "P� Z_ M / Z�''� Z M o J Z_p� O 0 p 00 Z M ,j ~ u) W r O € .. , .� o k I,I� I rn wco p co bi J II n i m c U p : J j Y' W V) W � t0 ~ U r P MN W ri �Y W�0) Q X a U a' 11 80 m g U � � o � Ua cnd �- 80 : o w � w v) tW ` d ~ d+ II ca'oSa x � N .tOOR rn °o `,1 °o FINISH GRAD z o � � c°n °' p° `� p =o a x °p II u� = , :" _°--- ......._- ...-.. , j � a II d N o m � � � � ww� rn ww LLJ k Q W Q W N d W Z m M I-Z M Flw- U _ ..... ..............__.-.- -.. 6 rn .. 7 Ld � }to '0 }0p N U d CL +N Q i r+ d ~O U F- w V) coo V) c0 ....................... + r . 3 + 3 r �.-0-...II n d n con cn ao m v) U _..-. . _. _ I H O II XII ,xll 2 (n c r w io w v) cow CO 2% 71.14LF 72 � 4„PV / 25LF-4"PVC® 2% 38.17LF— k °0 ° ....._.-.-.- _ 168 co _ 68 �ri. N ......_ + o o ......... _ Q II u� 1....._ _._ V) C) W _ 4 g M 64 CLI _. -- -.... - g3.52LFPVC .� . _ Q 60 y 605 61.63LF-6 -- ... ....._ _ L7 Ca 94.00LF-6" PVC 2% W W — �� - 56 Z _ - J 56 t pVC SCALES, H❑R, 1'=20' '-20 RY C7 Q k VER, 1 —4 — --- _ ..... Z V) :... .. f Ld D ....__. — - — I .....— i .....__ B i 4+00 5+91.1 ( ® Q � 52 � 5+00 1+00 2+00 3+00 _ In 5 46 0 U7 E'' C� M W L� (U t SEWER PROFILES 20 10 0 20 40 60 SEE SHEET 7 a1 ra `° QRpFESSIpN a n LLJ SCALE IN FEET h�� O�N1 J. yjc1< FOR SEWER PLAN AS-BUILT r 2�G- 6 Q s 1 inch = 20 ft, W '~ m RCE G�ttts® DATE: z No, 54198 License Expires: . ®,. 4 2 0 4 8 12 Exp. 12-31-03 (n sr �IVI� tiP REVIEWED BY: . . o w (n SCALE IN FEET 9 C C1 3 z LLJ L z Lij INSPECTOR DATE: 1 inch = 4 ft. n 0, n REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. w a a- PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APP V D '� 4 3 5 DESCRIPTION: S.D. CO. WELL MON.—TOP OF SEWER PROFILES FOR: LOCATION: BRASS CAP 64+10.97 R.S. 458-66 HORIZONTAL 1 — 20 QI ?jD-Q3 - � S0 1Qr DATE k BY: c BY: �7VLLiL INT. ENCINITAS BLVD. & BALOUR DRIVE .C.E. NO., 54198 CITY ENGINEER 7►,�A7� �+p AVE, T �+A� RECORD FROM: SAN DIEGO COUNTY VERTICAL 1 = 4 DATE: Z2Z,4 / O3 DATE: ; 5 MANCHESTER VE. ENCINITAS TIMO ELEVATION: 332.83 DATUM: USC&GS J. HIGGI EXP. 12-31-03 WORK PROJECT NO. SHEET 130F 23 CAD FILE: 7 99_C07.DWG PRQL# 709 88 ................�'._ ,.............-......-.-...... ................. ............, ......j._...._ ......,.. E-;STING6p-6H�}B — ..... _ h i iv)__�M U)............. LUM -1----- O M f- QM �J� (n f ¢ ¢ U s s p Q s Z ,.._ .CiN Up ON OV) O � NMj tD J M O Hp p FINISH GRADE N o o m o o CP °' w~ + ° `r + o p ^ o � � 801 O � oJn � + o alln 80n o o ° Mali rn 00 4 II ° N 2 a w a 11 _ ----� L + i 00 W.. Nj Fp O' ?id M W� N s Z �Q U � w. E - W M p .__ .......... H JO W + �' p1 O + _ W o .. Q Q X W s W ............ .............. M W.........� .......-.-.-.- ...... ............-...-. O ............ U I- - II c -cL..- �?.-o �. _....�-__ ... Z _ � .. a F- :r Q d N s Q N s : U N at U . O �. s N 0D F- 0] d .. Q II' ~ ip N 0! M Z) 7r, o N 00 m < Li 0- ~ d m �X� ° �'� FINISH (GRADE p i r °� ,� ° M 76 _... ° n ° p Q 0 ° o N � � awn II CD. + / ' Q sX .., ..... O N + 3, d lC) O N i st �� N N o I- W .......-_____ ........ 11 z W ..........-. N, ± Q � (A W N Za + D_ N CD a; 3 (A tp / 4 a W n_ N J a N > - .. w d. M _-------- .................._ ui __ 2%.. .. _ - 72 ' .. �- � ........ .. ..__ 72 cn v � � v~i io m � v~i � m � v � _ „ev z / , - i .... � I 64 64 X11$$ ° ..... — „ J EXISTING GRO ND "pVC 57 OOLf-6"PVC�2% 00 „ 60 0� 60 90.7 - _�—..........___ �. �......, __� 91.19LF-6"p.VC®Its 56 . ... _._ �.......... .. _.. . . A Y SEWED'C" �— ... . . . .......... PROFILE,SIl N ,: Y......._�.....B_ ... -_ ..._ T R SCALES H❑R, 1'=2 ' SCALES, V�R, 1'4�' V ER. 1'=4 52 _ - __ 2+00 2+70.82 1+00 2+00 3+00 3+79.0 (� 1+00 0 V �;[ I, Cu 01 3.00 Q J U Lrj WLJ H W Q z ' � z j z V) J W W 0 Q O n _ � i od LfD i H D � W LL. (u SEWER PROFIL S 20 10 0 20 40 60 (� i e o� SEE SHEET 7 FOR "AS-BUILT" w RpFESSI SCALE IN FEET �9 X 0 9< T) 1 inch = 20 ft. Nr��fy�� UTILITY PLAN 444,1, �� z L3 m License Expires: 30•• DA E: w No, 54198 r- 4 z o 4 8 12 Exp. 12-31-03 REVIEWED BY: 0 �Ty Cl V tiP W 6i T C14 w `� > SCALE IN FEET F � INSPECTOR DA E: z � z � 1 inch = 4 ft. c� 0 0 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. DESCRIPTION: S.D. CO. WELL MON.—TOP OF _ PLANS PREPARED UNDER SUPERVISION OF ? RECOMMEND D APP V D SEWER PROFILE FOR: j LOCATION: SBA 64+10.97 R.S. 458-66 HORIZONTAL 1 — 20 DATE ;tx - ✓O�O3 BYc BY: E �r C+l�? 1QT 7435 -- G INT. ENCINITAS BLVD. & BALOUR DRIVE — 54198 CI ENGINEER ►7VLi'iL RECORD FROM: SAN DIEGO COUNTY VERTICAL 1 4 R.C.E. N0. DATE: 4 0 DATE: lJzT MANCHESTER AVE., ENCINITAS ELEVATION: 332.83 DATUM: USC&GS TIM T I NS EXP. 12-31-03 WORK PROJECT NO. SHEET 1 40F 23 CAD FILE: 74 9_CO7.DWG - PRO&/ 7499 Hydro Conduit DR. BY; N. B LDWIN DRAIN - TG 76. 54 v ®' STC 900 Precast Concrete Stormceptor DATE; SEPT 19, 2000 74. 5 IE- 6 �r TO D 6. 5 2- 900 US Gallon Capacity) SCALE N.T.S. PVC 4"PV 2% 6 » CLEANOUT- TOP76 . 39 D PROJECT, (900 DWG.# \ 71 . 38 IE- 6" PVC PLAY AREA OUTLET TOP OF GRADE AND COVER EPTOR FRAME GAR 1 O \Q , ' J / � AND CO O S GRADE ADJUSTERS TO 3 4 A SUIT FINISHED GRADE 5" \6 ��Q f ,� ` - ff ° 6„4 *6"0 7„ V 11 LF 4 P VC 8" a a 30"� PORT 6" 13. 3LF- 4"PVC TO IDS �� VARIES 72' m 7' „ \jC @2% 6 CLEANOUT- TG77. 01 9� STOINSETTOR INSERT 4 P 74. 04 I E- 6"PVC ' 6'<F\ "`� WEIR OUTLET BLDGI 4 A PER SDRLSDri�S�dA p e ORIFICE �/ ORIFICE ��,04 E� (TYPICAL) g" CLEANOUT- TOP73. 51 PLATE FIC 5 "\pmin. 12" OPVC ATRIUM '� 66. 09 IE- 6» PVC INLET TEE DROP PIPE 24"0 OUTLET INLET 74 5I NI E_T 6 PVC r ° RISER PIPE ° o PLAN VIEW OF INSERT -' SECTION THRU CHAMBER 4° TO 6" GAR EN i OVERLAP r� FEUNTAIN 6n /+^ NOT THE USE OF FLEXIBLE CONNECTIONS IS RECOMMENDED 6 L I 6 `77 79. 36 E- 1 2 VC 111 % AT THE INLET AND OUTLET WHERE APPLICABLE. T 6 6�` LEAN OU T 11 2. THE COVER SHOULD BE POSITIONED OVER THE 24"0 75. 75TOP r�C ENLARGED INL OUTLET RISER PIPE AND THE 6"0 OIL PORT. -, 3. THE STORMCEPTOR SYSTEM IS PROTECTED BY ONE OR TEE DR )p PIP 74. 41 I E- 6"PVC ©/ jy� #5498331, #5725760,I #5753115, #58491814985148, v 8"SQ. ATRIUM DRAIN 76. 6TG; 73. 01E �� `} REV,I DESCRIPTION B DATE 8"SQ. ATRIUM DRAIN �; h 76. 6TG; 73.01E 8 . " _ PLANTING 8 CLEAN TOP76. 82 STORMCEPTOR DETAIL_ 6"CLEANOUTS UP 9 66 . 09 IE- 12"PVC ° 76. 6TOP° 72. 791E 8"CLEANOUT 70. 49 IE- 8 PVC - 6 PVCa1 . 5% 0�66� U STORMDRA I N TO DOWN SPOUTS 9. 83LF . . © > NO DELTA/BEARING RADIUS LENGTH REMARKS _ 8„ 71 . 41 l E @2% T ` D S (1 S 4° 58' 59" E 9. 50' * 74. 70 I E@ ALL PvC©26. BLDG , 77 o ❑ 0 CN O2 S 26° 28' 01 E 10. 40' * 74. 701E@VIALL 12"OPVC ATRIUM ''� I O S 26° 28' 01" E 10. 70' * 74. 70IE @WALL (9�� ©� • DRAIN - TG 75. 62 '` w O4 S 26° 28' 01 E 10. 70' * 74. 70IE @WALL 71 . 5 I E- 6"PVC 2. 8 LF- 6 "PVC O5 N 265- 28' 01 W 9. 00' * 74. 70 I E @WALL ' s0 �� • 8"ATRIUM DRAIN oo © N 26e 2s' 01„ w 6. 20' * 74. 70IE @WALL PLANTING 71 . 721E N 70 S 26 28' 01 E 12. 40 * 74. 70IE@ ALL AREA 76. 62TG; O8 N 60- 36' 24" W 20. 20' * 74. 70I E@ ALL ° Q ,rod-F 4 27. 8LF- 4"PVC O9 S 60° 36' 24" E 2. 8' * 74. 70IE@ ALL CU N 2° 12' 06" E 11. 00' * 73. 901E@VIALL Q Lo 3" PVCC�?33. 76% 3 "ATRIUM DRAIN 11 S 2° 12' 06" W 6. 20' * 73. 90IE@ ALL CD 76 . 62TG; 72. 431E 12"x12' DRAIN INLET 12 N 2° 12' 06" E 9. 50' * 72. 40IE, ( F) � ° 0 TG69 . 62 13 N 2' 12' 06" E 7. 00' * 71. 15IE, ( F) w A CD 2 67. 7 IE- 6" PVC A, = 4"PVC @2%MIN. Zz 8 SQ. ATRIUM DRAIN � Q ° co PER DETAIL (F) = FUTURE DS, CAP AND MARK Z c) CD 76. 6TG; 73. 01E w Lv CD 58 F F z 66. z Q .7�9 81 F- 4"P yr _ PLANTER DRAIN PLAN H � LL m J M > O w m ti "AS-BUILT" w m 10 5 0 10 20 30 v 4r9 QRpFESSr�N9` 75 STORMCEPTOR & PLANTER DRAIN DETAILS Z 1to'K Q RCE 44 72- DATE: z N z License Expires: e. SCALE IN FEET E 12-31-03 SEE SHEET 6 FOR 1 inch = 10 ft. xp, 54198 REVIEWED BY: xp, CD CD �T9 Cl A` 1P GRADING PLAN C15 z INSPECTOR DATE: � � o REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT DESIGNED bY I DRAWN BY CHECKED BY APPRO LS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. w DESCRIPTION: S.D. CO. STD. WELL MON. PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APP ED _ STORMCEPTOR & PLANTER DRAIN DETAILS FOR: _ o ID# 1875 HORIZONTAL 1 20' DATE ©�-�-03 BY: BY: W� 'r'L LOCATION:AND MANCHESTER AVE., EST 01/01/72` 54198 CITY ENGI EER ��AT ��►r7r�t+J�� `� �7�� 7��+A� RECORD FROM: SAN DIEGO COUNTY VERTICAL TIM J. INS R.C.E. N0. DATE: Z/2 4 / o/ o3 DATE: l�43 l�rll�l�lCBFSr R AVE, I Cil�lffAS ELEVATION: 72.93 M.S.L. DATUM: NADV 29 EXP. 12-31-03 WORK PROJECT NO. SHE T 150F 23 AD FILE: 7499_CO615.DWG PROJ./ 7499 .. I ' WATER LINE EASEMENT TO OLIVENHAIN MUNICIPAL r4;H WATER DISTRICT - - - - - - PER DOCUMENT W lilil;j TWO-SI ED BLUE REFLECTOR RECORDED - - - - - - STA:1+12.41 2' " METERS MANIFOLDED PER ENCINITAS FIRE DEPARTMENT _ - _ 8"x6" TEE & BLOCKING PER IOMWD DWG. B-1.5; B-1.1 PER S RSD M-19 8"PVC - R=371'M 6" GATE VALVE - x _ 1"E IVENHAIN MUNICIPAL M M s„y2 RDi ER WATER DISTRICT DWG. D-3.4. C3 M ARC LENGTH =299.55 ' N s - - - ` E v VALVE PER DWG D-2.1; 2:2 1" METER (IRRIGATION) / N °' p. - _ - - 1` DO' \ \ gTA'25BEND STA.51+09.40, RT 10' w ORKING PRESSURE 151-200 PSI ��j _ t�Ox, "x 1" TEE J / o R INFORMATION ONLY & BEDDING a PER OMWD DWG. B-1.5; B-1.1 5LF--4'Pv'T---,r h.;PV'` -5TR T+49 95- - -1 (FO / 1 Y 8 TAPPING GAT ti TRENCH BACKFILL _ 8"-456BEND SEE IMPROVEMENT DWG 105) 5'BIND AND G '�;...UC�K NG-� i \(\ W W .........-_ . PER OMWD E-3.1 J TRENCH RESURFACING PER CITY OF ENCINITAS STD. 67.70 TP (4'BELOW PAVEMENT) CONTRACTOR TO FIELD VERIFY CLASS ' , , x RM TYP '.:. '" 7662 F,F l: ;, .......... BLDG. 5 8"-11.25'8 EN DO ' \j:) 5 � ; NEC I TO 7 . x v\, =A \. 1 Y>. , ,-IF . j ZE R DB CONTRACTOR r. PER OMWD C-3.4 „ + C SI E 76.62 FF J .: �. FIRE HYDRA ASSEMBLY UP PER 0 IVEN �N MUNICIPAL r l L IS CT DWG. C-1.2 <O, v`'.%/ /. � S,F` � � S• WATER PER G D-2.1; 2.2 3 ` a ;/ ' BLOCKING PE DwG D-3.4 --"^ " VALVE BOX P R; DWG E-1.1 B,.0 CK P4G /1gh TWO-SIDED BLUE RE LECTOR PER ENCINITAS FIRE E'I'ARTMENT GARDEN �N PER SDRSD M-19 '1 r )+, f r JG Gam/ I O STA:1+80 10.6 LT ,r z /'�� Q G i , . O. PSG / WATEREDISTRICT I DWG. -A3.1 ?Nti 13L UI+I:e / v 3E Cr n �' VF' 1 COMB AIR VALVE EMBLY _ e /'' l .. C�pJ{ti\Ef.. 1 Tyl'� pp / �tY f' KING F i N rN I'� JF / BLDG. 4A g je ^y I f 45 f � GARDEN / s ,,.y �v. ,_, aUNTA)" : ; - ., =1 ri 1 r„r' `° 4' X ,r. n Oo . w -1 F P EJ V ! ,5.: /:\ '. ,:9" ,: ? /.. .\t.,, �,, � '' •i(lX Tie. V: .:..Q ~+,, I l r I'" 1.25 BE d+� .. 2,83 .. 05 (EXISIING' �.I -t? NFOR''4AT10N . L , I t. UP - _;. ' v x `il �.�� ' '�`_h,EPA' G '�i ,e ...' 4 1 F V ✓'J J ....-...... r BLDG. 3 o ; r- \ 10 � > GARDEN , EASEMENT t . J a 1 i _ i - €3L - , iC PLANTING ''� I I AREA / . l _`, ...... ' VALVF I I • f \,A \I -. 3i ox i\ J r -, € j U P.Q. ri / FIRE HYDRANT ASSEMBLY I I Q CD X { r PER OLIVENHAIN MUNICIPAL N 6655 - I WATER DISTRICT DWG. C-L2 4 1 VALVE PER DWG D-2.1; 2.2 BLDG. 1 MMN BLOCKING PER DWG D-3.4 Q sANCruARV soclAL 13u. VALVE BOX PER DWG E-1.1 x I i I STA 48+39.25, R T I 0' u U HALL PEP I 12"x8"TAPPING TEE CD - 4? '\,\ TRASH `:; 3 ._ ENCLOSURE J f S.DA I �C BEDDING LLJ - TAPPING GATE g" VALVE CD ' - TRENCH BACKFILL PER OMWD E-3.1 } ' , TWO-SIDED BLUE R FLEC R �j r TRENCH RESURFACING TYPE A W � CD `` r PER ENCINITAS FIR DEPARTMENT (FOR INFORM TION ONLY G-24 r� CD 1 P W _--- .. wi ... ...-- PER SDRSD 4+'BELOW PAVEMENT) cu x'f . PER SDRSD M-19 I W W W _ ( Z d V SEE IMPROVE ENT DWG 105) cc BLDG ACE `" r 4J9 7 BE\L, �8..-9 w CONTRACTOR TO FIELD VERIFY iNG AND O'BEND & BLOCK TF� vJk um SNov� s Gc]er CIL v CD x er ;!em. 1 WATER LINE EASEMENT D¢Rw�NEV �1{►.U. ►J1TP $e t 0411 PAI.- LLJ r Uhl. 'rHC OL1Vprt1}RIN M�n1►fdPle►l.. O TO OLIVENHAIN MUNICIPA WRTSi� pIs'rwcr sttaaANRas �. Z Ni:a 4hU7 BLtJ KIN C, WATER DISTRICT R� Ibep OT4 8 R7L6 8N I P � O '' PER DOCUMENT JJ� '�,D1 i is .•`t`f.. 'k I ��+' I L J y RECORDED I NOTE D GN 73 w / ; o > L QRpFESSIpN "AS-BUI T" w �9 �� J yl� � OLIVENHAIN MWD WATERLINE 8c EASEMENT 4 - �-� Q 20 10 0 20 40 60 License Expires: .0 � ~`� � f �� RCE W� L- DATE: z ti N m w No, 54198 m SCALE IN FEET C Exp, 12-31-03 REVIEWED BY: (t� LLJ 1 inch = 20 ft. �T9 o�1V1�F �tiP C16 INSPECTOR DATE: z CD � o REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT DESIGNED BY, DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DR WING N0. w Q_TJR _ PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APP vED OLIVENHAIN MWD WATERLINE & EASEMENT FOR: _ o DESCRIPTION: S.D. CO. WELL MON.-TOP OF HORIZONTAL 1 - 20 DATE -30-03 BY: BY: BRASS CAP TEMPLE SOLM LOCATION: STA.64+10.97 R.S. 458-66 54198 CITY E GINEER 7►,�� .�+�� ♦`� �T �7�r�+��r RECORD FROM: SAN DIDEGO COUNTY DRIVE VERTICAL NA � R.C.E. N0. DATE: j,L2-t � DATE: _35�= /�a3 lYlCfl\C11'ilt L�♦tr., i'il\C11�Il1Cf►7 TIMO J. HI S EXP. 12-31-03 WORK PROJECT N0. SHEE 16oF 23 ELEVATION: 332.83 DATUM: USC&GS CAD FILE: 7499_C`l6.DWG rod.# 7499 WATER LINE EASEMENT TO OLIVENHAIN MUNICIPAL X WATER DISTRICT X X TWO-SIDED BLUE REFLECTOR PER DOCUMENT 2004-0181449 X X X X PER ENCINITAS FIRE DEPARTMENT RECORDED 03/05/04 _ _ — _ _ PER S RSD M-19 STA 1+21.1 5 8"PVC - R=37�' 2 WATER SERVICE 5 c°v 3 ARC LENGTH=290.8' u o STA:1+23.6 J 1 WATER SERVICE p j � \ I STA:1+ 0 00 CLASS �. / STA:1+15.0 00 2" BLOWOFF ZO. b F STA:1+10. 8 B L DG. r SHUTOFF STA:4+69 w 6 VALVE 1" WATER SERVICE (IRRIGATION) I ' TWO-SIDED UE REFLECTOR UP � / PER ENCINITA ;FIRE DEPT `\ PER SDRSD M 19 F e .J / 99-63, / 4 PV GARDEN lb4 BLDG 4 A � / �, 'o / STA:1+80, 11.0'LT / 9 E 1 COMB AIR VALVE ASSEMBLY PROVIDE 4" CAP / I FOR FUTURE USE GARDEN TA1 1'78"E I w 7 D ' I o 52 I I I Z t ill UP � r - _N 76bE FF ;o t I I I I I BLDG. 3 € I 10' s 10' I Ill GARDEN I— EASEMENT E PLANTING AREA VIA-" P.A. f 3 bjo 63 1 1 STA: 2p�C + C`�,J BLDG. 1 v"So °° FIRE ' A T ASSEMBLY SANCTUARY/ SOCIAL ' I HALL rr,oe FF ® 52 O 2..� �) F STA:4 1` Q y� TRASH F 8"X6" E_ I u �»-•• ENCLOSURE 10.0 _. I_ 0 ED 6 RPDA I _ ~ W W rERRACE I ° ° N ____._._. . � STA:6+80.65 z Z T� W/FDC F D a F`•: F'M; F ___ _. r ;, -_.__._._. ___ .__ t3 BLDG. 6 L J W0 TWO-SIDED BLUE REFLECTOR WATER LINE EASEMENT STA:6+08.15 Ld iii Hi H H P FIRE DEPARTMENT OIJVENHAIN MUNICIPAL C'3 WATER DISTRICT BLOWOFF PER ENCINITAS z Q o _y PER SDRSD M-19 PER DOCUMENT 2004-0181449 O RECORDED 03/05/04 I rte► _ In X X I °V C� 0 E"' LL_ ()..I ( 0� �FES IP M Fo � 20 10 ° P° 40 60 AS—BUILT i+I) NO. 41 �' �, OLIVENHAIN MWD WATERLINE EASEMENT Q SCALE IN FEET License Expires:RCE DATE- 1 inch = 20 ft. OFC�� REVIEWED BY: o UJ AS BUILT C 16 LU LLI LLI INSPECTOR DATE: z o zo REVISIONS APPROVED DATE REFERENCES DATE MARK AL SPECIAL D�STRCT DESIGNED BY DRAWN BY CHECI<EQ BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N,O. w n AS—BUILT PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED DESCRIPTION. S.D. CO. WELL MON.-TOP OF 1° __ 20' OLIVENHAIN MWD WATERLINE EASEMENT FOR: 7435 - BRASS CAP HORIZONTAL LOCATION: STA.64+10.97 R.S. 458-66 DATE '�• —®6 BY: BY: 7 INT. ENCINITAS BLVD. & BALOUR DRIVE NA R.C.E. NO., 64472 CITY €NGINE€R TrE��T �E� S++pp� AVE, ��TT//^��'��.►��++AA��TT RECORD FROM: SAN DIEGO COUNTY VERTICAL CHRISTIE A. RADDER DAB' DATE: 1rJA CCl;i'i71M A E\\.il\ TAS ELEVATION: 332.83 DATUM: USC&GS EXP. 06-30-07 WORK PROJECT NO. SHEET 16A OF 231 CAD FILE. 7499_Ci6.DWG WATER LINE EASEMENT TO OLIVENHAIN MUNICIPAL WATER DISTRICT X X X X X X X X X TWO-SI ED BLUE REFLECTOR PER DOCUMENT PER E IRSD CINITAS FIRE DEPARTMENT RECORDED — — — — — — PER S M-19 5 8°PVC - R=37.1' ` clII / � ARC LENGTH=290.8 w m o. ' 0 / U STA:1+1 / \ Fes .....— ! _ \ ...rm. 7. t CLASS. RM.—TYR BLDG. 5 76.62 FF ZO PIPING PER DESIGN >> / BUILD CONTRACTOR ��✓ `�, 1 WATER SERVICE (IRRIGATIO 6.62 FF TWO-SIDED UE REFLECTOR UP PER ENCINITA 'FIRE DEPT PER SDRSD M l9 h RPDC ASSY W/ FDC GARDEN Q.°' - .- O� O SIZE PER DESIGN I ; BUILD CONTRACTOR (v, �Q BLDG 4A fir. .a=�' k I GARDEN 1 ! 1 i ! W I O ! O i l y✓„y..,.. Y I I I : ' l r r UP I ! 1 i i I I "• 7662 FF I ' ('( BLDG, 3 I I 10' 10' I i GARDEN ' n PLANTING I EAS MENT AREA ! ; I � � y.. ..i I O 39. 8 ^® BLDG, 1 MAIN SERVICE I I , SANCTUARY/ SOCIAL ❑ FH HALL F ! I 7208 FF L I ( I Q i ! f �G TRASH . 1 I U ENCLOSURE 10 00' u_ I I TWO-SIDED BLUE R FLEC R W PER ENCINITAS FIR DEP TMENT ° w W Q PER SDRSD M-19 Fh ° L F; L BLDG 6 TERRACE I N F�� F1N F 4.1— �— —� z W L z � x WATER LINE EASEMENT LEJ TO OLIVENHAIN MUNICIPAL WATER DISTRICT Z > —� PER DOCUMENT I p Q o RECORDED I _ Ln X X H Ln Qf I E' 0 m w LL_ � � � Im m " " zo 10 20 40 60 AS—BUILT Lv M �c OLIVENHAIN MWD WATERLINE EASEMENT SCALE IN FEET z 2 L-aa Q 3 o, 044976 RCE GMy7s- DATE z a M License Expires: 1 inch = 20 ft. o EXP 3-31-06 REVIEWED BY: O Q�— &i z C16 W OF CALIF INSPECTOR DATE z LLJ � REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT DESIGNED BY DRAWN BY CHECKED BY APPROVALS 0 ° � tt, o CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. w Q i DESCRIPTION: S.D. CO. WELL MON.-TOP OF 1° = 20' PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APP ED BRASS CAP HORIZONTAL BY: BY: OLIVENHAIN MWD WATERLINE EASEMENT FOR: 7435 - G LOCATION: STA.64+10.97 R.S. 458-66 DATE i Z � INT. ENCINITAS BLVD. & BALOUR DRIVE ��/% Ik� 44976 CITY ENGINEER � SolyL RECORD FROM: SAN DIEGO COUNTY VERTICAL NA R.C.E. NO3 DATE: _ MNCL7p�rri*pD �TC'11�Tf�i+AS -�q�5�2_ DATE: � 9 03 r�r.�i l'ilt AVE,l?r i'i. rill 11\l iti►7 ELEVATION: 332.83 DATUM: USC&GS WILLIAM J. TEMPLETON EXP. 03-31-06 WORK PROJECT NO. SHEET 1 %F 3 CAD FILE: 7499 C16.DWG 104 104 / 100 i 100 / / 96 - .............. _.. -.-_----- _ __---------- -_ - . . - .-._ -- / _..... - _..- -.-. _-_.-.__ -� - 96 / m uj 92 _ .-.. - _ - a - z -- / .__ - ..._ .. -.- 92 - - I m z m z Ad w p Mo 0 _ Z C2 88 ...---------- ----------------------------------- ..... _... - _ _ ------ _.._... - .-.-./ I m m - . ............... _ .. -� ._ .- ... __, ..-... - 88 o EXISTING GROUND m x 0IO m AT WATER MAIN WATER DATA 84 r - -- --- -.-_._ ----- ...._.-__. / NO DELTA BEARING RADIUS LENGTH REMARKS - ........- _.......-..-----. .... ........ ----- .... a -- - _T. -- -- 84 1 N 90° 00' 00" W 37 37' 8" PV (V J } z I 2 S 45° 00' 00" W - 8. 03' ui FINISH GRADE A C WATER MAIN ° � w g a ° 11 N 45° 00' 00" W - 10. 00' " ° >' N YW / 12 A=46' 40' 59" 371. 00' 295. 81' " J 7 o > o m a / CLA 8. 200.- 3 80 U') x ° ao 0)m m wrn ? / / 144.571 F-$ pVC w CD gn nF o n w Ln LL, +C ! + °+ . / 76 .. __ M I_ N O Q I ..................-. ..-.-.-.- _-.-.-T - .............. ----- _ 76 U __" -_ -_ . ... __ _...._..... ,........_ .....----- . -- - ......... + w x .. r F 60% ° zO�I Qz � rn� cnao �N � / 00 ,4• az z �. o 0- I S N o �o cn v pVC C-P 72 1---- ---..... - --...------ - - - - - - -- ---- 72 0 i z 140.34LF 8"PVC CLASS 200 @S-1.311Z 68 -.-.-._�. Iru-- --- W ER MAIN t STA:1+52.43 SCALES ❑R, f'=20' 6 'PVC SD VER. f"=4' 67.37TP ¢ 1..- ------ ------ -- - ._,. ..-... -- - - .-.... __....................._ ---- -------- - _ _. ..... ,.._........ __---- _. ------------ i -.. ----. _-._ _.... - . __. ....- ....... _____- _„_.-.--.-. -.-._ __ .......-._ __ _....... ........ _ _____ ...................... ....-----...--- 0+00 1+00 2+00 3+00 4+00 I 1" METER (IRRIGAN) / 00*t L+ / '� / / TAPPED TO MJ PLU STA: +57.9 PER OMWD DWG. B-1.5; B-1.1 8"x8" TEE LOCKIN / 00 3k g2. } 3-8' GATE V LV S / \ PER bLIVE Al N U ICI AV / x IRE HYDRANT SEMBLY o ��pp I ��(( v C.L WATE DIS I T DW( . -3!4 }. / / a>>. °°� 299 PER OLIVENHAIN M�IICIPAL '� N VA PER G r2.1; 2t2 WATER DISTRICT DWG. C-1.2 0� �z I p Li 6"GATE VALVE e -I F__ Z VALVE PER DWG D-2.1: 2. STA: 1+12.59 I �TAA+49.9 / Ld Q Q S g VALVE BOX PER DWG E-1.1 u " ~ au9wa BLOCKING PER DWG D-3.4' o CONNECT TO 8 PVC 8 -4 'BEND � �' o m SEE IMPROVEMENT UTILTIES LAN = - / / ssv�a + ° 105 FOR CONTINUATION , _ .. LD ® EJ C +00 I \ W rW xu CD CD ..... M I w \ T►IE w►t18R I.we S4!® N oN TH4� Z cc \ �\ �' \ STA:4+63.38 Z 0U STA.51 +09.40, RT 10' _ _ _ 2� � � r " " w Z (/ - \ F L� _ I I I 1 \ 2 /� / 8 MJx6 FLG.TEE & BLOCKING PRAwtWEt 5kwtt NOT eG Go^157Rx1[T!!p W _ STA:1+6 98 k • UNn TMC OUVONN``AiN NWNtufpt, STA.0+39.56 - _ - - - _ N / 62 8 MJ PLUG & BLOCKING (W) -in CPO T'l}g TlTLSOMW. Z7' LJ 2"x8"TAPPING TEE 2 5BE D \ / V9 " WAT D�sfP�T 6�N RCS AMA 8"TAPPING GATE VALVE - / PER OMWD DWG. D-3.4 z CT TRENCH BACKFILL & BEDDIN \ ' 75 PER OMWD E-3.1 ' ` i PER OMWD DWG D-3.2 F��_ 8"PVC - R 371' 12 F NOTE ! _ Lf') � TRENCH RE URFACING � --'�-'Fv� � F \ � U PER CITY ENCINITAS STD. I I I ARC LENGTHv299.55' ` TWO-SIDED BLUE REFLECT � M BELOW PAVEMENT) - _ _ _ - - WATER LINE EASEMENT PER ENCINITAS FIRE DEPAR MENT ::) 7� _ TQR TD _ TO OLIVENHAIN MUNICIPAL PER SDRSD M-19 E-1-1 ® Oj FI LD VERIFY - - - - - - - - N Y WATER DISTRICT W 20 10 0 20 40 60 PER DOCUMENT - - - - - - (+) 0", RECORDED j SCALE IN FEET `v9 ?ROFJSSro, OMWD WATERLINE PLAN /PROFILE as-BUILT 1 inch " = 20 ft. Q 7) 4 2 0 4 8 12 , tiH RICE G4 tTti° DATE: m License Expires: L • •0 No. 54198 A REVIEWED BY: o Exp. 12-31-03 z SCALE IN FEET 1 �-y LLI V) 0 1 inch = 4 ft. sT Cl I zP C17 r INSPECTOR DATE: z z REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT DESIGNED BY DRAWN BY CHECKED BY Z p = ? N �� ,� TJ APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. wQ � DESCRIPTION: S.D. CO. WELL MON.-TOP OF PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APP VED . 7435 0 BRASS CAP 1" = 20' OMWD WATERLINE PLAN/PROFILE 1 FOR: HORIZONTAL DATE 101 " _Q BY: BY: TFAUq 1a SO ET LOCATION: STA.64+10.97 R.S. 458-66 CITY ENGINEER il'ilrlrLl'i ►Tl/■�r,� 2 INT. ENCINITAS BLVD. & BALOUR DRIVE -��l 54198 RECORD FROM: SAN DIEGO COUNTY VERTICAL 1"=4' R.C.E. NO. DATE: DATE: A z_ D3 MAN .�+�� AVE,ELEVATION: 332.83 DATUM: USC&GS TIMO HI NS EXP. 12-31-03 -' WORK PROJECT NO.1YJCft�IC1Lil\ � JJ �L' 'r� SHEET170F 23 CAD FILE: 7 99-C17.DWG PROJ.f 74 i k I 104 f i i ) 3 i 100 _._ .L.._..__.._ ._.____._______.___.___ .-___.___ ._._..__. .__. __._.__._. _._.._._,. ._ ! __ _� _ 100 i 1 i { E 3 i 3 I / < f m of 92 W to f ¢ U M a > (N ¢ mZ 0_ n ^ U W + + 1 ' / t0} + Z w 88 �.__..___._._..�__ . . __._...-..._ .-__--- ---.._.._ ._.._-_-.- -.._.-_.. _�..___,._ .._ _�....�.____.._._.. _.____ __ _...__ .-____-_ _ _.___.._...____ .___.__._.. ..-__.__..._ .,_. �..____._ __.__ _..-__.__ .__.._ ....___..._ _.__,...-._..___.___...___ ._..._...�.-._ ._____-_._ .._..._.__ .__.._._..._ .__..._--- . i - ¢ (n V) 00 EXISTING GROUND / w� (n WATER DATA AT WATER MAIN / 4 o a / NO DELTA FARING RADIUS LENGTH REMARKS 84 ; .--U t t ---- — = ----- ---- --- - ,..._.-- ---__ - � ..__� - - -j 84 1 N 90' 00 00 W - 37. 37 8 PVC ¢ / FINISH GRADE' AT C11104 / WATER MAIN i 2 S 45' 00' 00" W - 10. 0' " co " } w / N 45' 00' 00" W - 10. 00' " + 3 c� < LOa > p=46' 40' 59" 371. 00' 290. 8' 80 -- - .-- -- -- II N z W W w cw.� ± a i i ClASs 206 ��3 3-_..____._ - -- ._ 80 14 S 66- 31' 11" W - 9. 0' C;�(A z > > j� � o m o / 4 $" pVC ro x wok I w w Jam Ox O rn Z / 14 57�� + IIWOF x ' 0 � N '° � >� ad � 4° LC) 00 LC) Z < m 3: N � Nom� ± p x + m / NOTE: __ ___ WL� WL C.9___ (V_____ ____ ___ ______ _. F-..... r..._...,_.__,_.___ _ .. . . _. . . _ ._--- I r0 U �. x J -" ¢ ¢ 0¢ n w ¢ I 6% IN THE EVENT THAT THE 8 PVC MAIN IS CONSTRUCTED IN MANCHESTER AVENUE + W I ¢ + o+ o a m a 3 a 3 �N II / x,4.5 UP TO R/W LINE ONLY (ON SITE IMPROVEMENTS BUILT AT LATER STAGE) F_:� o cool l V¢' N M N N N `� ^ _ 'a PvC CLASS 2p0 INSTALL AT THE R/W A 2" MAR & END CAP. 1451g>F COORDINATE WITH OMWD 72 _ _ _ _.__,_,__._ . _. ___ __ __.__- _._____-- --.___-._ ._ ...__.__ 7 — 2 co o t t { i e r �^^ 3 �L 68 t- _�__ �� SAND �LANKE'I` 68 g"PVC C � � _ �___ _ ,-_ _-__T- , 14o'34F— PROFILE: NORTH HYDRANT WATER MAIN STA:1+52.43 SCALES( HCR, V=20' 6 PVC SD VER. '=4' 67 37TP 84 64 i 3 F I f 0+00 1+00 2+00 3+00 4+00 STA:M+59.4rL TA:1+3k/ '_ \ 8"P (P TEE ,t �' dr� 8" FL xP G V _.- . ^ ` J! 2991 . G / M I }g 0 WATER LINE EASEMENT (LJ a STA: ` TO OLIVENHAIN MUNICIPAL O'N m I I~ �rA:�+49.9 `J \ / WATER DISTRICT ee z9'9L Q In WATER SERVICE (IRRIGATIO 'BEND PER DOCUMENT du-11a STA:4+74.35 p ST :1+15.0 I l ssvr� ro " - 2004-01 81 449 a� " U °. 2 LOWOFF _ / RECORDED 03/05/04 8 END CAP + STA:4+72 r 0 STA: 7 5 . �.:; / \ 2" MAR ca LD W W 8'' 22` ND / 14 W rW-i � WRT. STA 50+80.1 = � � I � ` \ � ST. STA 51+06.2, RT 10 = - �— — — — -STA:1+01.4 2Y.00 ' -� Z STA 0+39.56 - / w I I t , \ / Q 8 GATE-V" STA:4+65.35 WET TAP CONNECT RT. STA.51+1 �}, o — _ 4+0\4 I/ / W j 12"T PPING SLEEVE w/ (- I STA-.1+23.6 w o —I— -t / , T FIRE HYDRANT ASSEMBLY - 8"FL OUTLET w/ I 1 WATER SER 1 3+00 " , LLI j STA.51+ 2. 0=C/L ` W L 8 PVC - R1371 12 , -W ^' Z 8" xP/0 GATE VALVE ► STA'1+ _ I o o W \ 3 ¢ o CON TRUC THRUST BLOCK I I ATER SERVICE IN -_ —I I ARC LENGTHv290.8' — _ � FO R< E P OMWD s M -3.4 — — � � � 6 .0 TP (5.5' BELOW PAVEMEN -' - - - - - - - - - -X - - X - - - - ->` - " -X - � -- G ACTOR TO - - - - - - - - - FI L VERIFY ME RAND WATERS CE r REM D PER IMPRO ENT m (�7 PLANS FOR MANCHESTER AVE. 7 5-II. 20 10 0 20 40 60 � � � ' .;.. I --1 I �WEESSJ SCALE IN FEET �� ®�� OMWD WATERLINE PLAN /PROFILE "AS-BUILT" w FIELD LOCATE CONNECTION SUCH THAT THERE ARE NO EXISTING �' R, 12"ACP PIPE COUPLINGS WITHIN 3' OF CONNECTION POINT (BOTH SIDES) 1 inch = 20 ft. a 2 5 COORDINATE WITH OMWD. FIELD VERIFY THE LOCATION OF EXISTING 12"AC PIPE d9 Q COUPLINGS IN THE VICINITY OF THE PROPOSED CONNECTION POINT PRIOR TO ' .g �° License Expires:RCE DATE: Z 4 2 0 4 8 12 MAKING THE CONNECTION. J Gnat REVIEWED BY: o r SEE NOTE 2 ON SHEET C-18. � l2FC R16�� w 0 z SCALE IN FEET z Lj Z 1 inch = 4 ft. AS BUILT C 1 '7 INSPECTOR DATE: ooO n REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL D�gT ICT DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. w Q a i AS-BUILT PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED 1) DESCRIPTION: S.D. CO. WELL MON.-TOP OF OMWD WATERLINE PLAN/PROFILE 1 FOR: BRASS CAP 1 = 20 3-! 06 T�� rnT lm j HORIZONTAL DATE � � BY: BY: iJCi1rJ1�J.rG ►7\J■ -�'•■ LOCATION: STA.64+10.97 R.S. 458-66 INT. ENCINITAS BLVD. & BALOUR DRIVE 111=4' R.C.E. 64472 DATE: DATE: CITY ENGINEER lrl!'>►L\CriJC+711M AVE, ril\\..P#Tff S R.C.E. NO.� RECORD FROM: SAN DIEGO COUNTY VERTICAL CHRISTIE A. RADDER - ELEVATION: 332.83 DATUM: USC&GS EXP. 06-30-07 WORK PROJECT NO. SHEET17AOF '23 CAD FILE: 749,9_C17.DWG c i I � 104 ' Z i 104 I I I I ; E s f I / j 100 100 E I I f ' I 1 I 96 -- -.. - - --- - -- - - i--- - - 96 Z / O F I / _j m w 5 .._. .. .._......._-. _. _ , ,,,,,,,,,,,, _-...._ ________ -, ,_ t __�E _ ... __-w._ _y.L_� Q U I M Lo a Lo SN MQ W + + U a' 07 N 't < 't p / E CO} --- B6 ` - ----- -.-....- .................. .. ............. .-...-.-. ,.......-- --- -- ---- .-........-.-.-_ -__-_----_-- - ------------- ---.-. -....._ ___------ - --- j -. .__-_.....___.--- -J- .-.-.-.__ ............... _..... ..._... .......... -_--_ _-.-..-.----- ______--4..____�__ F- w 66 ! (o 0 + W I i I Q (~n 00 W Q 3 Of EXISTING GROUND / i N V) WATER DATA E AT WATER MAIN Jo a / NO DELTA BEARING RADIUS LENGTH REMARKS 84 _ .. - ___ ------ - . . ........ .... . . - _ ----- _ --- ---- -- -- 84 " _ " Q 04 -- --- - - I / —FIN DE; AT I 1 N 90°00 00 W 37.37 8 PVC FINISH GRADE!, } WATER MAIN ( I 2 S 45°00'00" W - 10.0' " + / I 11 N 45'00'00" W - 10.00' "04 o , � I I I W I - lO Q E , v r r Lo M " W / — > >1 2 -46°4059 371.00 290.8 80 i ° i "� I II In z w-,I w w + W A S 200 �S' - I 80 14 S 66°31 11 W - 9.0 1= aE ° 5 > Q II j PVC CL 4,$s d z : > W / a bV) wwo j N w w o0 u) ? / 144.57LF- + II o f x � cn ° F comma ^ m E/ I l(1 o a O f I>7 Z Q N W N W ° C7 ! + 0 + lf) / i f 3 76 ( a _ -.-.___—__ �..�.._,,,,, .._ __ -(3 7 .., W ... ..�— _ _._.-.,_ .__-__.._..,_,_! ,.-..._.., —.Y ,,, G., .-. f ...___.--_—__— ---------- --_ k .................---'—'_ Q v l -.� a Q 3. 76 INOTHE EVENT THAT THE 8" PVC MAIN IS CONSTRUCTED IN MANCHESTER AVENUE N o+ z o ° ? r 3 a I On 00 00 t~n ` 200 �,4 i UP TO R/W LINE ONLY (ON SITE IMPROVEMENTS BUILT AT LATER STAGE), Q Z +z w Q ih I N N N rn 00 / CLPSS I c~i� moo: ~ $,j pVC I INSTALL AT THE R/W A 2" MAR & END CAP. 14513LF' I COORDINATE WITH OMWD. 72 ............. --- - - z -- I = -- _ —.-.-.. - - — --- --... ... - .-._ ±-- - -- - - - 72 rui C5 I k I 2.46% 68 ....,,.. ---- T--- -- SS. 204 ®S. - - „-.....-,,, ....... .. . _..._ . . ---- - ---.-.,., -- 68 8„pVC CLA SAND BLANKET.-... 140.34LF- PROFILES NORTH HYDRANT WATER MAIN t' STA: 1+52.43 SCALES, H❑R, 1'=20' 6 PVC SD VER. 1'=4' s I 67 37TP 64 T i 64 I s i f i i I f I I I I I I I 0+00 1+00 2+00 3+00 4+00 STAN+59.9 = TA:1+03�2/ �,="� \ \ ° 8"P xP OiFL TEE w . 8"FL xP/ G T t j� 29'9 L i n ` I 1 ti G . CD S ! .�.-„�: .;...... STA:4+69 � F_ r TA: +49.9 ""'' ` I _� `` \ "'''' 29'9L �Q�� 1" WATER SERVICE (IRRIGATIO STA:4+74.35 Q ,,, .;:'•'::.:':. .... 8” END CAP STA: 4+72 00 I ti STA: 5 ;:... LD W W 8" 22.., ND ' ....:. `., : ... . ... .. . \ 14 2 MAR P4 LLJ WRT. STA 50+80.1 = e o ST. STA 51+06.2, RT 10' _ I 1 " 12,1-00 ' ' I 1 ' t i �° STA 0+39.56 \ 8"A/0 G V. / W ' I I ' , \\ 1 � WE TAP CONNECT WRT. STA.51+1 I 4+00 STA:4+65.35 Z V) 12' PPING SLE� w/ I ° ~ \ " WATER SER S ' W FIRE HYDRANT ASSEMBLY 54 8"FL OUTLET w STA.51 + 2. 0=C/L STA:1+ W I 3+I0 S"PVC - ! 371' 12 , -W \ U' Li 0 8'FL xP 0 GATE VALVE \ CON TRUC THRUST BLOCK I WATER SERVICE I I I ARC LENGTH 290.8' ` ZO ¢ o m M FOR TEE P OMWD I � � -3.4 `� � 6 .0 TP (5.5' BELOW PAVEMENT � - - - - - - - - - v y v C N RACTOR TO "'� �- x° - - - - - - - - - _ _ ® O-N FI L VERIFY MET R AND WATER S CE W (lJ REMOVED PER IMPRO ENT �4 ^ P4 M m PLANS FOR MANCHESTEIR AVE, 7 Ik I 20 10 0 20 40 60 d FIELD LOCATE CONNECTION SUCH THAT THERE ARE NO EXISTING SCALE IN FEET OMWD WATERLINE PLAN /PROFILE "AS-BUILT" 12"ACP PIPE COUPLINGS WITHIN 3' OF CONNECTION POINT (BOTH SIDES) 1 inch = 20 ft. Q 7� COORDINATE WITH OMWD. FIELD VERIFY THE LOCATION OF EXISTING 12"AC PIPE " RCE Get 1� DATE: z COUPLINGS IN THE VICINITY OF THE PROPOSED CONNECTION POINT PRIOR TO License Ex ires: MAKING THE CONNECTION. 4 2 0 4 8 12 ro o c ,, REVIEWED BY: o o ila SEE NOTE 2 ON SHEET C-18. cxr3� �° " W (n z 0 1 SCALE IN FEET a' Yy W w W CD 1 inch = 4 ft. r INSPECTOR DATE: z � z Fl- CD 0 O REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT DESIGNED BY DRAWVE3 BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. w a D u 17 DESCRIPTION: S.D. CO. WELL MON.-TOP OF OMWD WATERLINE PLAN PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED AP / 7435 � _ PROFILE 1 FOR: Lol _ 0 BRASS CAP HORIZONTAL 1�� - 20� VE DATE d LOCATION: STA.64+10.97 R.S. 458-66 BY: BY: CITY CNGINELR lENH E SO .r,L INT. ENCINITAS BLVD. & BALOUR DRIVE 44976 AVE, �7� Air RECORD FROM: SAN DIEGO COUNTY VERTICAL 1 -4 R.C.E. N0. DATE: �9_in K DATE: 9 03 MNCI�TER A E� Ei1�IC;11S11 AS A ELEVATION: 332.83 DATUM: USC&GS WILLIAM J. TEMPLETON EXP. 03-31-06 WORK PROJECT NO. SHEET 1 7AF 23 AD FILE: 7499_C17.DWG 0 z 80 - D _ ___._l ___._. c� __ __ Z °m" rn z N I c� x o o � °o J FINISH GRADE AT x °z EXISTING GROUND 10) 0 - I-N IMF maw WATER MAIN � N aDw x N ° N d w w m I- + N + o + + m AT WATER MAIN I ± U H N N 0- Q O 0_ N j N rn Z to df + - 4 I ..... .... H.. . a o ¢ . (n (OQ CXF XQ 0- \ + N ' wW OL ED -_ Q MLo J �. F- M O w k .-........ ............. .................. ....... o ........ w ....-#. ..... ....-. ......... ..-.... ' 72 ,�P--,- 2.44% 1 \..... + N w ...... 72's--.. 72 77 15 _g"pVC CL200 co?S= 02.5LF-8"PVC CL200. ®S= 1.53% \ a `X a+ o m 3000 OL 1 2 3 0 0 LF° C7 i I VC �"I_KO o- O_. C7... o-. .,.... .............. .... ........-... ............... ............. a ............. �............. ..............Ki rn 0 X5=3 o za Ogg u a oo z cl: C5 O O M \ Zr Z N 'OLF-8"pVC; CL200 ®S=_ a uj x o_ i o .... w 2 ., 64 ; ...... F ......... ........ .,� 599 z o U 64 .. \ 0 a �9 3C ° o °° N M' F + o + n `° ' ! 8 pVC CL200 ®�` w z PROFILIEiSOUTH HYDRANT Co W I � S O W O i rn N • .. �...... i 279, w rn U O I SCALESI HOR, 1 .20 ..... ..... ..... . i VER, 1'=4' _ - - - - _ a o ; _ to O 9 : 0 1+00 2+00 3+00 ~ 4+00 5+00 p 56 fTl w 60.1LF-8"PVC CL200 ®S=0.0% 6+00 7+00 �� STA:1+12 41 �, _.,.... RM.-TYP r.,.-{ i, .. I 6 TEE & BLOC G "�;>„ ......... I BLDG S bsz F D GATE VALVE G v' Y W I I OLIVENHAIN MQCIPAL "�� ' 1= WAITER DISTRICT DWG. D-3.4 f ° -,l SIZE PER DB CO 11 OR m VALVE PER DWG D-2.1; 2.2 1 WORKING PRESUR 15 0 PSI PER OMWD C-2.3 V V PC = 1+35.79 STA:1+23.51 . FIRE HYDRANT ASS MB Y � R . WORKING PRESS I RE 151-200SI vv "PER OLIVENHAIN M NI IPAL I .xx ' I WATER DATA `WATER DISTRICT D G. C-1.2 s I r VALVE PER DWG' D 2.1;3.2.2 NO DELTA BEARING RADIUS LENGTH REMARKS �ti, c LOCKING PER qWG D 3.4 3 S 45' 00' 00" W - 23. 51' " VALVE BOX PER II D G -1.1 / X _ ` 4 4 S 45° 00 00 W 12. 27'' 'TWO-SIDED BLUE RE LECTO n , STA:1+35.76 PER ENCINITA� FIRE DEPARtMENT I 5 A=41' 23' 00 195. 00 140. 84 " PER SDRSD M4-1 I 6 S 25° 25 48 W = 10. 15 8 -11.25'BEN PER OLIVENH IN; MUNICIPAL 7 S 1' 25' 18" W 115. 46' 8"PVC L" i WATER DISTRI Ti DWG. D-3.6 „ ' �. / y JG S- O I I 8 N 88' 34' 42" W - 44. 38' 6 PVC+ HYDRANT 9 S 1' 25' 18" W - 27. 67' 8"PVC `� -� �o� / I STA:1+80, 11.0'LT I I 10 S 89' 25' 35" E - 240. 79' vA ° r' 1 COMB AIR VALVE ASSEM L PER OLIVENHAIN MUNICIPAL WATER DISTRICT DWG. A-3.1 # 1 i ` � w - : I I AP=2+86.64 f r• -5 T +76.64 € ti r jr I w I " ' 5'BEND & BLOCKING a ° I �Tl. 25 BEN ° " 1 LOCKING i I 3 I oz.83M I � a - , Q - v �r \ (E0 (N ORMv ATIO ONLY I j i ' ". I I 1 i ` „ 'I 2 20 h Lt, i�t`'..s IV�}^`F:U.L.�._ 4' Cu. 3 `E IMPROVEMENT 5, G^r ,�FTJ 3 =' I 10' CD Ld o GARDEN j ,:_, r , )• i Z A EAS MENT / I--I Z co I /` I D�►WING "tL wr g GopsrW oD � ...- . 7 I i �� I � �'� �Rtl� �L'tv@N�RIN �R7'6R•° W LIST s«at�o�t,�, N ppowl m W CD 'r 20 10 0 20 40 60 taP1 me 'ItttJG StlGBt C� > i i I i I oQ r i SCALE IN FEET NOTE111 P.a. i1 I I o )` 1 inch 20 ft. F-ry 11D 36. 8 Ii' I WATER LINE EAS MENT ON I FIRE HYDRANT ASSEMBLY TO OLIVENHAIN M � ICIPAL H PER OLIVENHAIN MUNICIPAL WATER DISTRICT I L_ MAIN SERVICE f WATER DISTRICT DWG. C-1.2 ( PER DOCUMENT vew i o I VALVE PER DWG D-2.1; 2.2 ( ' i C'7 ❑ 8 + � RECORDED - -- - I BLOCKING PER DWG D-3.4 I STA.48+39.25, RT 10' 21 C'7 ( 8"TAPPING GATE VALVE FESS TRASH I I VALVE BOX PER DWG E-1.1 ENCLOSURE ` .,..-' - I t l STA:6+07.40 I 12"x8' TAPPING TEE "AS-BUILT" Li �'O 9 F�OR CONTINUA ION SEE O Ip A �S/ IM TRENCH BACKFILL & BEDDING pQR v9 m PROVEMENTPANS) �, � �• OMWD WATERLINE PLAN /PROFILE ®!4-66 Q " AFR FiV /FO 9 - - ('-,'-)P I ORMA ON ONLY PER OMWD E-3.1 �Q �c1 Hr F � R SOR /Tq , FR I D o E 3'IHtJ ` P"E 1 Ci ;G i:_=�` TRENCH RESURFACING TYPE A ti �� m i SO MS ,ryR FF� CT W 5+I00 W N N 6+00 " PER SDRSD G-24 0 �� ym License Expires:R� 3,0-*"7 DATE: cj� Fp 8 -90'BEND & BLOCKING m � I 53.30 TP (4+ BELOW PAVEMENT) Ex A REVIEWED BY: . , o W --- I--- No, 54198 i lg F O OR „ 4 p. 12-31-03 i 'f L- - PPS OLIVENHAIN MUNICIPAL -I I o CONTRACTOR TO FIELD VERIFY T L_L� V) z CD i WATERDISTRICTf_DW�D-3.6 - - - - - - - - � - - - - I C18 mow ° INSPECTOR DATE: z z REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DR WING NO. w � u - S B!{ PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APP U D o DESCRIPTION: S.D. CO. WELL MON.-TOP OF 1„ = 20' _ OMWD WATERLINE PLAN/PROFILE FOR: _ LOCATION: STA.64+10.97 R.S. 458-66 HORIZONTAL DATE ; 0(730M03 BY: BY: ►ELF SO� 7 3 5 INT. ENCINITAS BLVD. & BALOUR DRIVE 1„=4, R.C.E. N0. 54198 CITY ENGINEER 77��T ��++�� AVE, T �T��+��r RECORD FROM: SAN DIEGO COUNTY VERTICAL TWO J. HIG DATE: �/� DATE: °2 2 1r1C1►L\CIEESTM VE. ENC]NffAB ELEVATION: 332.83 DATUM: USC&GS EXP. 12-31-03 WORK PROJECT NO. SHE T 1 80F 23 AD FILE: 7499_C18.DWG PROJ./ 7499 Z : ? UQ <wj >� I 5 z _j ri z c� I x ' ©� K AT FINISH FH ASSEMBLY _ 80 z a - v ° r 0! ; N p w ¢ X ° X Z ? ++ STA: 0+40.25 N Of N I N d W M 0 W O D: O It 01 Z to 0 u� w w o Q P3 FINISH GRADE AT o I ( ¢¢ (n ° C` w � I m w 00 3 z QD EXISTING GROUND x F° = F ASSEMBLY w N N F� + N + ° + o WATER MAIN to cn r- m 00 N AT WATER MAIN _ c� + + d ; } O + U + - + Z + "" t°n �� w � a Fw > i0 4 ao m w ¢ N > �? I > U i ii 00 z o TL U7 00 Vl t0 (n a� d - N !n W U7 W M : a i I .;� Z �... i - N d' I - - \ rM+i U I I I z -- - - - °- - 2 9 � m d Q H a N rnj 00 0000 I w i EXISTING GROUND rn w o m AT FH ASSEMBLY 72 200 OS M a N m i °�° z 0 - 64 -- - F_8 pV �� 102.5LF-8"P VG CL200 (s�S= 77.15 1.53% 4 w rn o i E --._-- , - -- -- �° M FIRE HYDRANT MIN. CLR. \ to I �co m I I ai c� - 123. I to 60 -to I PROFILE 00 l j 00 CLOP „ . y_.Q.. ! z . . a sp © .... w N N `° ®8=-3.48% z_ p o T_ Ln � o rM m a 00 0 0+00 ~ 01 40 p F- a prj 11 CL \ 8 .OLF-8"pV i + 0 � II N w w 0 a r o \ C CL200 n z c0 w l 'z °-- -- - - ' ---- ---_---. ........ , ----- - - ----------- _ --- _ _ _ ........ ------ - ...-........ _ ------------ .. - C0D8=- w r €n r 0 LO z 64 -.-. - - 2.39;- .. ---- -- - o.. z o+ .. 64 P1NI1 B �° - z .m��o.-o rn i m to a €n x L.. in � `° €ul CU ro 0 dr . 1 LO ri +r< < z II 1- I �o i wF � ?�Q ~ tea co Co to F co rn tC I W i - o � Np a H ao a + I x � ' n 1 0 0 3 a w I x . -cS 0 0 €n3w 6 i- o • i x �i f 'S W H SCALESI H❑R, 1 ;'�� , a - k- _______..,,� .,,,_,,, h ______ _____„ .,_ _.__ _--- - - --�-.. __ ,.. N ....w ¢ _F �F x ._ VER. 1' 4' €� pI/C d 0 } to o _ C2 CL _j I - - - - 0 z - - - _ € � ®s, ° 0 a 449 _ ----._..-- ......... .....-_...-_ - - -.. ------ _--- ---------- ------ ------- ° - - - i 1+00 2+00 / 3+00 4+00 5+00 60.1LF-8"PVC CL200 ®S=- � 1 00 F'w- I r �;., , v.� �MM•� �: A. x 6+00 7+00 I ! 8.2 I 0 RMA TYP. _STA•1+12. 2 = ,�-"' �1'!� € I i X V 76,62 FF FIRE HYD ANT ASSEMBLYh.w t..., I BLDG. 5 1+35.79 € STA:1 60.0 �'* ' `, I M RAND WATER; SERVICE 8"P/0 € REOVED PER IMP , VEME�IT �. ,...d. _.- GATE VALVE PLANS FOP MANCH TER AVE. 0435-I; I-05) -- +,, i I S € I WATER DATA STA:1+35.79 I I I I NO DELTA BEARING RADIUS LENGTH REMARKS ./° 8 -11.2513END I i 3 S 45'00'00" W - 9.0' " ./ STA:1+64.77 h 8x8" TEE I I j 3A S 45'00'00" W - 11.19' " 4 S 45'00'00 W - 12.27' ° 23'00" 84' * ° __ _ ' RPDC ASSY W/ FDC =, I I I 5 Q 41' 195 00' 140 SIZE PER DESIGN I j 6 S 25-25'48' W e 10.15' " x0 ! I 7 S 1'25'18° W 115.46' 8"PVC BUILD CONTRACTOR 8 N 88'34'42° W - 40.25' 6"PVC> HYDRANT 9 S 1'25'18" W - 27.67' 8"PVC STA:1+80 11.0'LT i f A VALVE ASSEM L'Y I I ( i ,> € 10 S 89'25'35" E - 250.87' " 2 COMB AIR VAL ! , : ( 45'2 34, 15 S 48'45'22" E - 13. * USE 1OFT PIPE LENGTHS 3 AP-2±86 64 i 1 j i I r T, +7$.64 f i - ,,- " + 8"- 5'BEtdD I I `` _ ' I I ^3r ° ST :2+8 79 I < ; NOTES: ° 8" 71 2 'BEND j ( ' I j 1.) FOR WET-TAP CONNECT TO 12"ACP CIO 3 I a ' L7 12"ACP PIPE COUPLINGS WITHIN 3' OF CONNECTION POINT BOTH SIDES PI I il f i FIELD LOCATE CONNECTION SUCH THAT THERE ARE NO EXISTING s ' -'' j COORDINATE WITH OMWD. FIELD VERIFY THE LOCATION OF EXISTING 12"AC PIPE I 1 - " rT COUPLINGS IN THE VICINITY OF THE PROPOSED CONNECTION POINT PRIOR TO ! I - MAKING THE CONNECTION. (a_', ,,, ' I I ! I _Ej P O PwIF N 2.) IN THE EVENT THAT THE 8" PVC MAIN IS CONSTRUCTED IN MANCHESTER AVENUE `• I i :_ I o UP TO R/W LINE ONLY (ON SITE IMPROVEMENTS BUILT AT LATER STAGE), C' _ INSTALL AT THE R/W A 2" MAR & END CAP. W L5 ;I COORDINATE WITH OMWD. r. : € I€ I 3.) IN THE EVENT THAT THE RPDC OR ON SITE FS ARE BUILT AT A LATER Z m �p TGARDEN '`f,. 1I C) 1 3 I STAGE, INSTALL AT THE R/W A 1" MAR & END CAP AT STA. 1+64.77 �-+ Z CD COORDINATE WITH OMWD. / Q Cu n 4.) PIPING FROM THE RPDC TO BUILDING IS ONLY SHOWN FOR REFERENCE. W I CONTRACTOR TO SUBMIT PLANS TO OMWD PRIOR CONSTRUCTION. �, W O I F I I it I 3 I Q CD 40.25' Ln P A EI I I t II f I 61 J ad E U , " +f I I ; I I 20 10 0 20 40 60 E-� ® N 10' i STA.6+80.65= W I STA.4+02.14 I I € WRT.STA.48+12.8= ( x n N$FRV[CE �N --' $ + ( FIRE HYDRANT ASSEMBLY ; rI $T.STA.48+39.25, RT 10 (Z'+ ('7 0) - Oit I I Ii WET-TAP CONNECT SCALE IN FEET 12"TAPPING SLEEVE w/ 1 inch - 20 ft. W M " TRASH ' ' B"FLG OUTLET w/ n » U ENCLOSURE .--" I ' .' I € " - A S-B I L T $ FLG xP/O GATE VALVE W CONSTRUCT THRUST'BLOCK 3 > 9 FOR TEE PER OMWD OMWD WATERLINE PLAN /PROFILE 1°'� � RCE � w��ZDATE: z Cj\l 5+00 10 6+00 I I STD DWG D-3.4 License Expires: s . Y 53.90 TP (4'BELOW PAVEMENT i a6 W W I-�� W W--�-�- W ' W CONTRACTOR TO FIELD VERIFY) REVIEWED BY: � U) O STA:4+29.78 W ez CD �/� 8"-90'BEND i I l SEE NOTE 1 AND 2 www - INSPECTOR DATE: � 0 0 DESIGNED BY DRAWN BY CHECKED BY Z L _ REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT Lv6 APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. w u �S�r ( 71ko PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APP O')gED OMWD WATERLINE PLAN/PROFILE FOR: 7435 0) -�_-i&A DESCRIPTION: S.D. CO. WELL MON.-TOP OF 1" = 20' / o BRASS CAP HORIZONTAL DATE G v10?7 BY: BY Tp011,fp7 C��1L LOCATION: STA.64+10.97 R.S. 458-66 F r,Tl n INT. ENCINITAS BLVD. & BALOUR DRIVE , 44976 CITY ENGINEER ��,��TT�ry��pp��ww��++pp�� AVE, T�r�7�.�+��r 1 _4 R.C.E. N0. ` /� 1rJC�l\li�r,►71tR A E INC�TAS RECORD FROM: SAN DIEGO COUNTY VERTICAL DATE: DATE: 4 03 TEMPLETON ELEVATION: 332.83 DATUM: USC&GS WILLIAM J. EXP. 03-31-06 WORK PROJECT NO. SHEET OF 23 :M.E34) ICAO FILE: 7499_C18.1DWG ___....._T_ ._.-_ __._...,..,_._-_,. ,__�.._.__ _.. _._.T.___--.._._.m___._. __� __._......___.._... _ __--.-_ __..,. . ._...___... ._.. . ... ._._,__..-._,..._.__.._....� .--..._.._ ._.____..�...__._. �_-------..._-------.._._ . -------- . ____-.m._._..__.._.._.__..-._._._,_.... ,___ _ ..._._._-- ---.------ Z N FINISH GRADE I x c� o + M N z - -- - -. x . - . - -- - -- .*-T -_._.._._ , _ _.. ....w . . -._ - - is AT FH ASSEMBLY r o ? Z m a x ° I z +o vNi a Q;1 STA:0+40.25 ± 'N4 w x m M o a 3 FINISH GRADE AT `� m cO Z C6 w EXISTING GROUND : a a a �� F ASSEMBLY iN o � in ro mg WATER MAIN of 3 cs w cfl x �� x V) N + > ; + o '� �` ro N AT WATER MAIN o N o N w o a ± - + ± � 0_ I + U N m + � z V) - • I m > N O N U i d U w 00 o 3 • w a a U I • > z 3 SL ac > U a <n in V) a0 M m - n. N pO,, fn - - - - -- - > N N m o m o / EXISTING GROUND - ow C5 AT FH ASSEMBLY _ __LO 00 200 e�5- 102.5LF-8"PV 0S=--1.53X \ "� _ Q Z w F-8 pV( C CL20Os ¢ '� 7715 " \ � � �° ° M FIRS HYDRANT X12 MIN. 4LR. I \ rn I moo co ?/ c6 0;; 123 i " N � N �� PROFILE F� w _.. .__._._ .__.. ___ . __.. ...___, . _ _-. _ ----_-__ -- ----___- --------___ . 00 C CLL_ R� o _ _ _-- - _----_-.-- a o co - 0+00 ~I 0+40 II ° a 0 L0 m o `° ao $ m -r C CL v a \ ~ 01 F-8"PVC'CL 00 II 0i W 64, A SJND Bt �5gr;_ _ _. _ �.. . ____ r 64 U) v � `p oa o o rn rn :m co o ,� x °0a a o umi (J + ` a0 in �� '� M ` p O rn V1 m� Q z II I cs `n 3�p • + p � - I �Q � a 4 PROFILE: SOUTH HYDRANT WATER MAIN LOOP � D_ 1 � o o" �m w X o ._ . -O 30.60 a m x o v tn3 3 w SOALESi k10R 1 _;?0 rt r p _,_.___. .____.... N --- ._o ... _ ___ __ _--- tVER. 1'*4' o ;� - - - - I'C Ct z o J m v,M 0� - - - - - 2p0 ®S, of Zo ; .g 4 _ - O - _.__ _.__,.___ 1+00 2+00 3+00 F 4+00 5+00 STA:1+01.4 SHUT OFF VALVE �p _ _ - s 6O.1LF-8"PVC CL200 CS=-0.5 e 8 GATE VALVE x F ? aaa. . A. ` wow �® VALVE y X401 STA:1+15.0 _-----6+00 7+00 CLAW STA:1+10.8 8H GATE VALVE @ S Az/1 I 2" BLOWOFF BLDG, 5 STA:1+12.52 y >>F FIRE HYDRANT ASSEMBLY STA:1+23.6 METER AND WATER SERVICE 1+35.79 " WATER ATER SERVI E REMOVED PER IMP VEMENT �ZO v FH SH TOFF PLANS FOR MANCH STER AVE. (7435-I; 1-05) O � w WATER DATA STA:1+35.79 2 WATER S RVI E NO DELTA/BEARING RADIUS LENGTH REMARKS f 3 S 45' 00' 00" W 9. 0' " t I 3A S 45' 00' 00" W 11 1 ' 4 S 45' 00' 00" 12 27' I w 4.. PVC 5 p=41' 23' 00" 195 00' 140. 84' (PRIVATE) 6 S 25- 25' 48" W - 10. 15 �. ® 7 S 1' 25' 18" W - 115. 46' 8"PVC ' '" / 8 N 88' 34' 42" W - 40. 25' 6"PVC HYDRANT ® STA:1+80, 11.0 LT I t o'° 1" COMB AIR VALVE ASSEMBLY I I 9 S 1' 25' 18" w - 27. 67' 8"PVC 10 S 89' 25' 35" E - 250. 87' " � 15 S 48' 45' 22" - 13. 34' " a / PROVIDE 4" CAP i � ` r FOR FUTURE USE \ WATER NE£E SEMENT I TO OLI NHAI MUNICIPAL y * USE 10FT PIPE LENGTHS -� WATER IsTRI T I I rn PER DO UME T 2004-0181449 AP=2+86.64 RECORD Di 03 05/04 r- T +7.6.64 i ..._ w SBEN I .f - + ST 79 _ ° I 8" 1129 END ? I ` NOTES: �a •,. -' I- I € ) FOR WET-TAP CONNECT TO 12"ACP 1• CD 3 I � FIELD LOCATE CONNECTION SUCH THAT THERE ARE NO EXISTING + v ti 12"ACP PIPE COUPLINGS WITHIN 3' OF CONNECTION POINT (BOTH SIDES) I I I I a COORDINATE WITH OMWD. FIELD VERIFY THE LOCATION OF EXISTING 12"AC PIPE �m COUPLINGS IN THE VICINITY OF THE PROPOSED CONNECTION POINT PRIOR TO ` ,`v C; MAKING THE CONNECTION. / � M 3 E t f -.- i " V `� _t I __.. _____ .__ _.___ -__.._._._ _ ____ 2. IN THE EVENT THAT THE 8 PVC MAIN IS CONSTRUCTED IN MANCHESTER AVENUE j I s 3 o UP TO R/W LINE ONLY (ON SITE IMPROVEMENTS BUILT AT LATER STAGE), p' 0j 2" M ,� INSTALL AT THE R/W A AR & END CAP LD CD GARDEN f I 3 I F"" I I COORDINATE WITH OMWD. W A I I I 3.) IN THE EVENT THAT THE RPDC OR ON SITE FS ARE BUILT AT A LATER Z CD I r I F STAGE, INSTALL AT THE R/W A 1" MAR & END CAP AT STA. 1+64.77 ° i _ I D (1J ' COORDINATE WITH OMWD. Q z � ` [ I 4. PIPING FROM THE RPDC TO BUILDING IS ONLY SHOWN FOR REFERENCE. W (U I I CONTRACTOR TO SUBMIT PLANS TO OMWD PRIOR CONSTRUCTION. � ; rl 40.25' � P.A. co F 10' I WATER LINE EASEMENT I 0� 6" UNJCIPAL STA.6+80.65= E-' E3 t j p - TO OLIVENHAIN M I 20 10 0 20 40 60 E-� w sow �p I/C I STA:4+02.14 WATER DISTRICT S WRT.STA.48+12.8= L� (L.I a' Ri�gT 8 o FIRE HYDRANT ASSEMBLY € PER DOCUMENT 2004-0181449 ST.STA.48+39.25, RT 10 F) W v RECORDED 03/05/04 WET-TAP CONNECT a (h ON ® I I 12 TAPPING SLEEVE w/ SCALE IN FEET d . TRASH - 1 8X6 TEE I ! I I 8"FLG OUTLET w/ 10 -- ENCLOSURE "� 8'FLG xP 0 GATE VALVE 1 inch = 20 ft. (`') �.. <A ,r / Q�8FE331pr "AS-BUILT" - STA:6+08.15 CONSTRUCT THRUST BLOCK �� \E A• '� lil OMWD WATERLINE PLAN /PROFILE 75 6. RPDA o a - 2 BLOWOFF STD DWG D 3.4M �� Q� �O°Fyn+ RCE DATE: z i W C 5+00 10 N C 6+00 53.90 TP (4 BELOW PAVEMENT) c` I W I W W W W W CONTRACTOR TO FIELD VERIFY 6-30 license Expires: � STA:4+29.78 ° SEE NOTE 1 AND 2. REVIEWED BY: O C; CIVIL. (n z 8n=90BEND- � � J' CD - - - - - - - - - - - - - - - - - C18 ° A S B U I L T� J C"` INSPECTOR DATE: z w w n X00 REVISIONS APPROVED DATE REFERENCES DATE BENS MARK SCALE �,yqL DISTRICT DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. w <1: o- u AS-BUILT PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED v DESCRIPTION: S.D. RASS CAP MON.-TOP OF 1" = 20' OMWD WATERLINE PLAN/PROFILE FOR: _ HORIZONTAL DATE i 3'�'�"ab BY- BY: .�+�� v/�T 7 3 LOCATION: STA.64+10.97 R.S. 458-66 CITY ENGINEER ��l��r��lr��TULE� �71��/LM �T/��7�►�+�r a- RECORD FROM: SAN DIEGO COUNTY DRIVE VERTICAL 1..=4 �� R.C.E. NO.� 64472 DATE: DATE: 1gCfl\CJCli'w71t'+1L\ AW. ENCMUA$ ELEVATION: 332.83 DATUM: USC&GS CHRISTIE A. RADDER EXP. 06-30-07 WORK PROJECT NO. SHLET18AOF 23 CAD FILE: 7499-C1a.DwG C C — OE OE OE OE OE- 0E-----0E — 0 RED N G; RED CURB POSTPFIIRE LANIPE W RED PAINT STRIPE h ti SGNTON WALLE —� SIGN ON WA GRAVEL I I CD r RED CURB \\ m I ' W �— RED CURB RED CURB I / 00\� P 93.281E / RED PAINT STRIPE I POST FIRE LANE class ' 1 SIGN ON WALL RNrrYP, —I ;p < I W �� 76b2 FF D C m 0 I \ / BLDG, 5 D o I \ < m I / z V 7 76.62 FF I x I0 I OI I O GARDEN I I LJ i' I I ED PAINT STRIPE RED CURB FOR FIRE LANE FOR FIRE LANE "o I I I BLDG: 4A RED CURB ~ LLJ RED PA NT STRIP D CURB POST FIRE LANE H. SIGN ON WAL GARDEN W I 3: OUNTAIN { w O G C O 1 „ PX G 0 { x o G I II o RE I I 1 0I , I `` 3: LJ k_ i ........ ......._ .......-_ �— ...........--- S.. L............._ ...... -. c BLDG: 3 > n F-- VAN H I GARDEN I I I LJ y'es - H H PLANTING VAN I II I t AREA WO x I I 11 a P.A 11 I i 00 CD L'I CD II I I I _ 6658 FF < 0i BLDG 1 WIN SSE II I I > SAANCTUARY/ SOCIAL I 1 I x < 77.08 FF qI 1 TRASH x ` ENCLOSURE NI W W I—a C 1 RED CURB RED CURB CD ° RED CURB RED CURB Z z OE U` Q RACE RED CURB 0 BLDG, 6 w x ° I � � CD IoQo LO C7) ` = un 75 P I I I ) � ii I — � - - —11— - - - - - - - - - - - - - - - - - - - - - - E-I m w LL- cu (Y) j9QRpFESSIpN�` "AS-BU LT" 0 "r�� Ftic CURB PAINT FOR E F D � 20 10 0 20 40 60 F, y J. m License Expires:RCE Go ?L- DATE: SCALE IN FEET UJ Exxp.p, A REVIEWED BY: d 1 inch = 20 ft. 54198 12-31-03 / sT cI a~P C 1 J INSPECTOR DATE: CD ° REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. n 7JR TJH NIS Lp DESCRIPTION: S.D. CO. STD. WELL MON. PLANS PREPARED UNDER SUPERVISION OF p/� RECOMMENDED APP WED CURB PAINT FOR EFD AT � ID# 1875 HORIZONTAL 1"= 20 DATE b 30--03 BY: BY: 74.-35 - G o LOCATION: AT THE INT. EL CAMINO REAL CITY ENGINEER 1 t�r�j= s AND MANCHESTER AVE., EST.01/01/72 R.C.E. NO.1 54198 7��r��rr�+�� 7�� 7��r �j RECORD FROM: SAN DIEGO COUNTY VERTICAL TIM J. H S DATE: � DATE: 3/2.�,- MANCM= AVE., ENC�T� _ ELEVATION: 72.93 M.S.L.DATUM: NADV 29 EXP. 12-31-03 WORK PROJECT NO. SHE T 1 9 OF 23 AD FILE: 7499_C19.DWG PROJ.f 7499 TEMPLE MANCHESTER AVENUE SECTION GENERAL NOTES 1.01 Description: The work shall consist of furnishing and constructing Keystone/geogrid reinforced soil retaining wall systems in accordance with this technical scope of work and in reasonably close conformity with the lines, grades, and dimensions shown on Y TO N E RETAININGWALL PLANS Sheets 6 of 19 of the Protect Plans by Burkett & Wong Engineers, Project No. 7499 recieved Spetember 27, 2002. " 1.02 Work Included: 2.04 Delivery, Storage and Handling: 3.05 Cap Installation: A. Structural Geogrid SECTION 5: SPECIAL INSPECTION REQUIREMENTS A. Furnishing Keystone segmental concrete facing and cap units as shown on the 9 � A. Place Keystone Cap units c -er protecting pins from units below. Pull forward to set construction drawings. back position. Backfill and corrpact to finished grade. 5.01 Requirements 1. Contractor shall check to ensure that the proper materials have been received upon B. Furnishing Strata structural geogrid reinforcement as shown on the construction delivery. B. As required, provide permane A mechanical connection to wall units with construction A. The site soils engineer shall verify the the soil conditions are in substantial drawings. adhesive or epoxy. Apply adhesive or epoxy to bottom surface of cap units and install on conformance with the site soils investigation report. 2. All geogrids shall be stored above -207 (29'C). units below. C. Storing, cutting and placing structural geogrid reinforcement as specified herein and B. The site soils engineer shall verify that the base, geogrid and block units as shown on the construction drawings. 3. Contractor shall prevent excessive mud, wet cement, epoxy, and like material which 3.06 Structural Geogrid Installation: are adequately installed as shown on the wall section at the elevations show may affix themselves to the grid work, from coming in contact with the geogrid material. on the profile. D. Placement and compaction of unit wall fill and backfill within the geogrid reinforced area A. Geogrid shall be oriented with the highest strength axis perpendicular to the wall as specified herein and as shown on the construction drawings. 4. Rolled geogrid material may be laid flat or stood on end for storage. alignment. C. The site soils engineer shall provide soils compaction test results, depth of fill, relative density and bearing values as required. E. Erection of Keystone segmental concrete units and placement of structural geogrid. 5. Ge-grids shall be stored according to manufacturer's recommendations. B. Geogrid reinforcement shall be placed at the elevation(s) and to the extent(s) shown on the construction drawings or as directed by the Engineer. 5.02 Notes 1.03 Reference Documents: B. Segmental Concrete Facing Units C. The geogrid reinforcement shall be laid horizontal) on compacted backfill with 4" of 9 9 Y P A. Continuous inspection is required during the performance of the work p y proper materials have vertical tolerance of the tails of grid from the front face of grid. Geogrid shall be pulled unless otherwise specified in-the approved plans. A. Burkett & Wong Engineers, Project Plans, Project No. 7499 1. Contractor shad check the units upon deliver to ensure that P been received. taut and anchored prior to backfill placement on the geogrid. No tensioning of the geogrid recieved Spetember 27, 2002. materials shall be required. B. It is the responsibility of the owner to inform the special inspector or B. Ninyo & Moore, Geotechnical Analysis, Job No. 104386001 dated October 18, 2001. 2. Contractor shall prevent excessive mud, wet cement, epoxy, and like material from D. Geogrid reinforcements shall be continuous throughout their embedment length(s). inspection agency at least one working day prior to performing any work tha C. Where specifications and reference documents conflict, the Engineer shall make final coming in contact with and affixing to the units. Spliced connections between shorter pieces of geogrid will not be allowed unless requires special Inspection. determination of the applicable document. pre-approved by the Engineer prior to construction. 3. Contractor shall protect the units from damage (i.e. cricks, chips, spoils). Damaged 1.04 Special Provisions: units shall be evaluated for usage in the wall according to ASTM C-90 and ASTM C-1372. E. Tracked construction •,quipment shall not be oper^�,d directly upon the Geogrid reinforcement. A minimum fill thickness of 6 inches is required prior to operation of A. GEOGRID Retaining Wall Systems, Inc. (GEOGRID) assumes no liability for interpretation of 2.05 General Information: tracked vehicles over the geogrid. Tracked vehicle turning should be kept to a minimum subsurface conditions, suitability of soil design parameters and subsurface to prevent tracks from displacing fill and damaging the geogrid. groundwater conditions made by others. A.ICBO EVALUATION REPORT: ER-4599 F. Rubber-tired equipment may pass over geogrid reinforcement at slow speeds, less B. GEOGRID shall NOT be responsible for the cost of all means of subsoil improvement; L. Block Details than 10 mph. Sudden breaking and sharp turning shall be avoided. cost of additional subsoil exploration; and for all labor tools, equipment and incidentals Absorption Rate: 8% (Maximum) necessary to complete the work. The owner shall be responsible for all such cost. G. No changes to geogrid layout, including, g geogrid type,Compression Strength: 3000 PSI (Approximately) 9 9 9 Y g, but not limited to, length, eo rid t e, or C. The owner shall be responsible for complying with all federal, state and local Composition: "0" Slump Concrete elevation, shall be made without the approval of the Engineer. requirements for execution of the work, including local building inspection and current Q OSHA excavation regulations. STANDARD UNIT 3.07 Reinforced Backfill Placement: w Weight 95 lbs. (Appro<im itely) A. Reinforced backfill shall be laced, spread, and compacted in such a manner that O D. Prior to undertaking any grading or excavation of the site, the Contractor shall Size 8"H x 18" W x 21.5"D minimizes the development of slack in the geogrid. P z confirm the location of proposed retaining walls and all underground features, including Exposed Face 1 Square Foot (8" x 18") utility locations within the area of construction. B. Reinforced backfill shall be placed and compacted in lifts not to exceed 12 inches. Q F. GEOGRID Retaining Wall Systems Inc. has completed engineering design of the proposed COMPAC UNIT C. Reinforced backfill shall be compacted to a minimum of 90 percent of the maximum U Weight 85 lbs. (Approxirately) density as determined by ASTM D-1557. The moisture content of the backfill material PROJECT Ld retaining wall(s), including internal stability and local external stability where applicable, Size 8"H x 18" W x 12"D prior to and during compaction shall be uniformly distributed throughout each layer SITE w MANCHESTER AVENUE based -.-pan the information provided to us as outlined above. GEOGRID Retaining Wall Systems, Inc. assumes that others have determined the suitability of placing retaining Exposed Face 1 Square Foot (3" x 18") rnd shall be within a range of 3% below, to 3% above optimum moisture content. walls at the locations provided to us, including geotechnical and geological suitability. CAP UNIT D. Reinforced backfill shall be compacted in all areas to the lines and grades shown on Weight 95 lbs. (Approximately) the plans including all sloped areas above or between wall tiers. SECTION 2: MATERIALS 9 ( PP Y) Size 8"H x 18" W x 21.5"D E. Only lightweight hand-operated compaction equipment shall be allowed within 4 feet 2.01 Definitions: Exposed Face 1 Square Foot (8" x 18") of the face of the wall. A. Structural Geogrid- a structural geogrid formed by a regular network of PINS 3.08 Quality Assurance: integrally connected tensile elements with apertures of sufficient size to allow All Unit Types 1/2" x 5 1/4" High Strength interlocking with surrounding soil, rock, or earth and function primarily as reinforcement. Pultrusion Fiberglass A. The owner shall engage inspection and testing agencies, including independent Tensile Strength 110,000 PSI laboratories, to provide quality assurance and testing services during construction of the B. Segmental Concrete Facing Units- a Keystone segmental concrete facing unit, 6 project. 7i machine made from Portland cement, water and mineral aggregates. Tensile Modulus 4 x 10 PSI Flexural Strength 128,000 PSI B. Testing and inspection services shall be performed only by trained and experienced �A P C. Cap Unit- a Keystone segmental concrete cap unit. Tensile Modulus � x 106 PSI technicians currently qualified for the work they are to perform. Short Beam Shear Strength 6,400 PSI Inc D. Unit Fill-granular fill which is within the segmental concrete facing units. Specific Gravity 1.83 PSI C. The testing agency shall submit written reports to the Engineer of all inspections on a weekly basis. Such reports shall include a description of the work, oerformed, E. Reinforced Backfill- compacted soil, which is within the reinforced soil volume as ALL KEYSTONE UNITS COMPLY AS GRADE "N" TYPE 1, deficiencies noted in the construction and corrective action undert.aken to resolve such CS V outlined on the plans. IN ACCORDANCE WITH THE 1997 UBC STANDARD 21-4 deficiencies. The written reports will also include the location, type and results of all Q� tests taken on the project. F. Foundation Soil- compacted or in-situ soil beneath the entire wall. m SECTION 3: EXECUTION D. Unless otherwise directed by the Engineer or required by this technical scope C-+ OJ G. Leveling Pad- a level compacted gravel footing upon which the first course of of work, the type and minimum frequency of testing for soils related portions Z. 3.01 Foundation Soil Preparation of construction will be as follows: (T segmental concrete facing units ore placed. H A. The foundation soil shall be excavated to the lines and grades as shown on the 1. Field density tests in accordance with ASTM D-1557. "-'' H. Geotechnical Engineer- Geotechnical Engineer of Record, (Ninyo & Moore) 9 Subgrade soils- One test for ever 500 to 1000 square feet of sub rode area. fU construction drawings. Overexcavated areas shall be filled with compacted backfill 9 Y q 9 r� � 1. Engineer- Robert A. Basye, RCE 8298 material. Foundation soil shall be approved by a qualified Geotechnical Engineer prier to Base Leveling Pad-One test for every 100 lineal feet of wall length. C/] backfill and geogrid placement. Reinforced Backfill - One test for every 500 to 1000 square feet of backfill VICINITY MAP Z < 2.02 Base Leveling Pad Material and Unit Fill for Block: area at approximate heights equal to 1/3, 2/3 and the full wall height. NOT TO SCALE 0 U 9 3.02 Subgrade Preparation: 0 A. Base Leveling Pad Material: Material for leveling pads shall consist of compacted sand, A. Subgrade shall be excavated as required for placement of the leveling pad as shown SECTION 4: DESIGN NOTES FOR RETAINING WALL SYSTEM Z 0 gravel, crushed rock or any combination thereof (use USCS soil types GP, GW, SW, SP on the construction drawings, or as directed by the Engineer. 0 k3 or SM), a minimum of 6 inches in thickness, constructed to the minimum dimensions 4.01 Design Parameters: SHEET INDEX ~ W shown on the construction drawings. non-reinforced concrete may be used as an B. Sub rode shall be examined and a roved b a ualified Geotechnical En ineer to E-r 1-- alternate. 9 pp Y q 9 A. Design of the reinforced soil structure is based on the following parameters: Z A confirm that the actual foundation conditions met or exceed assumed design assumptions. 20. TITLE SHEET AND NOTES W As a minimum, soil shall be proof-rolled before construction proceeds. Subgrade conditions Wall Segment Friction Angle Cohesion Unit Weight 21. WALL 1 (LOWER) - PROFILE W B. Unit Fill: Fill for units shall consist of clean 1" minus free-draining well graded crushed not meeting the required strength shall be removed and replaced with acceptable material. Reinf. Backfill 28' 0 psf 120 pcf stone or granular fill, meeting the requirements of the following gradation tested in Ret. Backfill 28' 100 psf 110pcf 22. WALL 2 LOWER - PROFILE M accordance with ASTM D-422: C. Over-excavated areas shall be replaced with compacted granular backfill material or Foundation 28' 100 psf 110 pcf 23. RETAINING WALL DETAILS AND SECTIONS a soils, approved by a qualified Geotechnical Engineer to the lines and grade shown on Sieve Size Percent Passing the construction drawings. Geotechnical parameters used for design should be confirmed prior 40 wall [xy W 1 inch 100 construction. 3/4 inch 75-100 3.03 Base leveling Pad: No. 4 0-10 B. Internal Stability of Walls W No. 50 0-5 A. Leveling Pad materials shall be placed as shown on the plans, upon undisturbed soils Minimum Factor of Safety on Geogrid Strength = 1.5 LL1 Y on Geogrid Minimum Factor of Safety Pullout = 1.5 2.03 Wall Backfill: or compacted subgrade, to a minimum depth of 6 inches. 9 � � B. Leveling Pad shall be prepared to insure complete contact of retaining wall units with Percent Coverage of Geogrid = 100% A. Wal' backfill shall consist of suitable on-site granular materials consisting of USCS the base. C. External Stability types GP, GW, SW, SP or SM meeting the following gradation as determined in Minimum Factor of Safety Against Base Sliding = 1.5 <4 L C. Provided that compaction is maintained, leveling ad materials may be extended 11� accordance with ASTM D-422: P 9 P Y Minimum Factor of Safety Against Overturning = 2.0 �� , � W � linearly beyond the profiles shown on the plans to accommodate full-sized facing units. Minimum Factor of Safety For Global Stability (Static). = 1.3 Sieve Size Percent Passing Minimum Factor of Safety For Global Stability (Dynamic) = 1.1 � 3.04 Segmental Concrete Facing Unit Installation: 4 inch 100 Ur;form Surcharge = None W 0\ No. 4 20-100 Bc,'<fill Slope = as shown on site plcn (L E� A. The first course of Keystone segmental concrete facing units shall be placed on top a P4 l0 No. 40 0-60 of and in full contact with the leveling pad. The units shall be checked for proper D. Hy�rostatic Loading � Z No. 200 0-35 elevation and alignment. None 8298 m 9/30/04 r B. Units shall be placed side by side for the full length of the wall. Proper alignment may * , P' * 0 If hand compaction methods are utilized in any portion of the wall backfill, the maximum A a' �D v particle size shall be limited to 3 inches. be achieved with the Bide of a string line or offset from baseline. CIVIl �F q: ? C. Fiberglass connecting ins shall be installed and the voids in the units filled with F �� q p T B. USCS soil types CL, CH, ML, or OL shall not be used in any portion of the wall backfill 9 9 P OFCAU� �,� `` AS-U U� I �j including retained materials placed beyond the reinforced zones. tamped unit fill. Li D. Lay up each course insuring that pins protrude into adjoining courses above. 2-1G -Oro Q C. All wall backfill materials shall also have the minimum engineering properties shown Pull each unit forward, away from the embankment, against the pins in the previous course FOR KEYSTONE RCE wy z- DATE: z in Section 4.01, Item A. and backfill as the course is completed. Repeat procedure to the extent of wall height. License Expires: .o D. Test results of all proposed backfill materials. Whether on-site or imported, shall be WALLS ONLY REVIEWED BY: cn 0 submitted to the Engineer for approval prior to construction. � z SRW RETAINING WALL TITLE SHEET AND NOTES C20 INSPECTOR DATE: wW� z W z _ X00 REVISIONS APPROVED DATE REFERENCES DATE BEACH MARK SCALE SPECIAL DISTRICT DESIGNED BY DR UKIVBY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. w DESCRIPTION: S.D. CO. STD. WELL MON. PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APP ED SRW RETAINING WALL PLAN FOR: 7435 - G ID# '875 HORIZONTAL AS SHOWN DATE BY: BY: " �1�y7 � LOCATION: AT THE INT. EL CAMINO REAL �� F, 1 ouad AND MANCHESTER AVE., EST.01/01/72 R.C.E. N0. 08298 -� T- EER 1rJl�L\ L`:I► ril\Vil�ll E - NNN RECORD FROM: SAN D;C30 COUNTY VERTICAL AS SHOWN ROBERT A. BASYE DATE: � DATE: s ELEVATION: 72.93 M.S.L. DATUM: NADV 2,9 EXP. 09-30-04 WORK PROJECT NO. SHEEI 20 OF 23 rnn r i r. rra7nnin1n nwe -- - P.t FF ,- -t"- i.a.. `mil`' j t sa n _ _ --- _ I _I' " I 1 - - ,- -- ..,, ,Y.; 7. ,�}Y . :,J ,� - :�. _�. ... . � „_r11� 1 � :' h,� _.' t Y [;;--c'�`� 1 ^r— 1 �' _ :J.:-- - -� � - , �i;. ' ...__...._ .- .._` I . _ ,��.� - _ � � , , � ,.� I e 6� 8.�,_c, t � .::�-_ c: a L -,Iz�l.l', /.?. 4 � - ..L—,. _ # i y C. Y,h'7 __- � l � 1.1 t : NG '- �, ltJ.! .f - „°.1 Y ' .. .4. r[r �-�i�- �`1 3b'"�' -ss E( - Fr - - - - - - .I — - r _ _ . ,. :. :_ I _........ r - 1 # L L_. r :-.,.. ..,`J. .-. . s _._.:f _ Ipis.�-�.I r.-- Itr 1 / � -x�-�� r" r rl [- -- Lam. .....,..c,` n :( � E t .h�l v tl-�t',I J I EbJJ UT�`'_-,' J . 'T' ,:w ,r_ l _ 'I�` -- — -sl c, ,J.7�1 f�.,45 I •'1 .U[...- n (::�--__ _ v r, R F7 / -. ri1,. _- ' . .� \ - --- - ,1 - /, '¢'�=;ze_ J � t .. -_ ,� '.xxS - ` � yIt ' (j , / \ ^ r I .. ',-..r .Ti. u .F -....... _ ` 4 E.t- 1 � �V -� �� t . 9 _-r _ 4`i'.- -." .r4, , _ 4i :: "_ -,...� I':.': .'? _ - 1'.e - .r II x _,.. Y CaY.LL 68: :v ;�r k' bI,94 r M1'iw'mh- j,.,_i. ..-... S.. I's. , ,._= I .M*-. ice._t} I '.. -_ _ _ j -}- - _.-_- r Lal .:�� :. a -,.. �r I tiYR _fir.__._.._ - r s f'<:� L s ,.-41`j� ,. •c -.,, ,k.cErr�.[, ,:, 1.31 _I, b . . Jh {€1^I' - - (-„(-„-- 4. � ...I,.—�- d _ .4'S- - �`) :?.:.:}l_____ ..--.,.� ,1 Qt2 '234 f It ' - I - iI +I �y -d 1 ,,v _) T(.l r{�. �• /:-t{4$S” i -\ -E' , _ - '' ! : >. x- -m�L - _...� - -✓'� ' I 1 f Y Ir -- -r . Y , ' / rri / r v.,� .� ... .. . -+C er -. tiiid,flz 14 ( �lI..�T - I - ` I � s`'i _...� t is f, l .->- n•�, n i 1 /:i'- 11 J I}`: y {,4:�r. . .: `\ :' _ :.,r , r - T l . _ ! ,• 1 - -.. J :.. _ ELEVATIONS. BEARING AND DIRECTION ARE FOR 1 _t, ( ;\ . _-1. r.�- 21LF. 1 .. fVt Qp r „a } \\ 1 [✓ -•- '',.i 't -,. -r tt-., -!t ,=... -, - ..- \ , y; r f1-.-„ .r.'.t'-1 , tiL.L�1 ,% ,:. I ,,, -- F'i I r ,,�..., .,,Ix xr x \ : _. ,,i,?.. - - _:.....__ - --'-- -_,� { REFERENCE ONLY AND ARE BASED ON THE ORIGINAL M / f-.., ca;r_. c� U. - - ” ' _ V .,s ..,, .. : . - - -- __ ,. Vri ^,. , !+ _i.'SF trl Ixr-I-\ 'iliJ ' .k r.:- �"„�r -�.y........ Ip rl -, ,, ee ., .:.-<• /'•y,. , - „_, �. - f .i .,� - - - ,.L P IC rI� , �, GRADING PLANS AND TOPOGRAPHIC INFORMATION. _ -_: t (.. ¢ ..._ h C� „ K r _ 1G o _ _ - ,- t °:, :in r,k E+� Sv ___ - '- r \ .�., ,.. ..._,.. ,� {',_-....r ---r--�` a : It (IiV� J- y -`7 .}_-/,.1. c. PLEASE REFERENCE APPROVED GRADING PLANS FOR _� „ _ . -I ( ,. .-„ :_•...,.,, ,-....,F---_... -t. - ,'-” � - r:. z-.-. ... ..,.. * ,-.,w. ,.�. _ - - -D r,it >„-... r: li ��h"!rr—ice ,��, �� j� a 1'-:- - -.T. • 1r' £I i BASIS OF BEARING l w ...__=T :- \ 1' - _ r 4 -. -. ..... 7 r f -_,1 E G AND BENCHMARK INFORMATION. \ ..,._< sj ,� r _ - -. . - „1 ,fi C _,q� ` - -. � ,,. _ _-, . .� - _ . 1 PER!: SEY I_ .. Pt'"� -_ �//��) - i .h r. E / 1�"ii�l tll -.-Jy Y r <- ..,,q:r.,....,... \ - .- - -mil IJ' _ - - _...-_ .._ —..._.,,— r _ `J� 6 bb •-Ai.t 1. ) g _,� ,�� .;- �� -- .E _ �_ - I �� ,1 TO Clif FCF / _?svx3 N 1907.11 c,� ...... � -�A I 41 - , - i CP i)CURF � r _ _, — E r _ _ \\ .......... - -_ � '� -. ..— _ Irn-/; I'n: _ /.-_ .::� - , } man"., rte* .« ..r_._ -_ I 5.7.?'_ ?C nj _-mss - G7u.38 _lW . 41G _. ._ �... „;.`.�L.F r }r} I:.yY, G uI'J G ,'I , r ;• . " TC: STATIONING SHOWN FOR BOTTOM FACE r,� °2843"E 1 1'. 55.3 E t 1" [,I' `I 67.2_, .. 85.3 % 3+ - ,- J.J/u,. ' - ttrs T� i' .'-:i� .STA 3+�)��0_r n OF WALL (TYP.) - ( - —� - 1 _ _ _- I - ._` - t F t. / 1 r _ 7 -- -Q ./$ .,3.t10Tf' - f }. (STA 3133: 0 TIPBEf VYA hh- ,,P : r-.r., � 3/. b%� / - .xJ`II G-L. n _ E p �... o-5_ —_-_.; .- .\ , t- ° / C.�- 1E-;, PVC l oa. Iyl 7 R- .50 ' z„ : ,rl s F=; df1. .. 61 L ._. � �_ ' , s 75t`E ! TO FOUNDS f)PER,T16 ,LINE / ( G ' 1 71 12 N _ 2*04 r 1.t1- ...._ - ( _^ 12oa's8 / LOWER ' WAL 773i� 2 tcc�. _ 1 sQSa. :, �P �r -J } M END) `'y 0 L i uI I _ CQJ�TAN=8.63 J / ':,E ,4gf") ZUF — ,IH :PE H OR El lr F.:I_. ±STA 2+98.75 f j i J_ _- STUB OUT WALL DRAIN GRADING CONTRACTOR RESPONSIBLE FOR FOR GENERAL CONTRACTOR CONNECTING WALL DRAIN STUB OUT TO SITE STORM DRAIN SYSTEM. PLAN VIEW: KEYSTONE RETAINING WALL WALL 3 ( LOWER )- SCALE: 1"=201 I — _ RID L€NG,rk� - i GRID--LE GTH-=-9, ' - -- -- GRID-LENGTH - 1(j _WX 1+04 21- -Y + + + STA T I+ + rn - I g-TO gTA:-iZ+ZB:Z _._ __._. 66 + o ° I 14 FIN SH GRADE 00 a y • .- in N W-crYP;7 - c - -- _ - - _ 66 - c � - m - - + 64 � 63.00 TW 14 - -- -..ul ± 64 Sa- _ o--- N 62 -- -- -- 3 - 60 60 4.4 a 59.67 BW 58 _ - + H : :5: i 58 i°u + L> 1 y 5767 BW 56 7,gg B ru 5r,33 Rw 54 � i D 1 rn 55-67 BW Ir 4 „� I 52 _ - , 52 N STR{JGT>U � 0� N - a _ 0 50 n nom„!_-AALL-.R.I.D-_LA- ° N o + — D 50 �p 1V 48 CONTRA TOR TO US_ FRONT PIN NIS A �" ro -- -- ...._.... 48 _ 6' GRA EL LEVELI G PAD (TY J al 1+00 1+50 2+00 O E-4 CU L=-1- - - - ID LEN - - Z A T+-54, -- -2+74-75-TO 5-- N • .-2+28.725- - -- ---a F � v 66 � - -- v 66 + _ - D ti + U] '64__ _..__ _ _ 64 U1 #ISH GRAD.) + D __ Zc Q! - ~ o + N _ 62 -TY -- N - 2 V rn 6 © C_.) I .... 61,00 TW + a - 60 _. - -- -- 9;67 59,00 --------- -- + 60 'Z-r GT 58 — - -- -- - . .._. _. _ _57.67�_TW- _ ... N 58 Ls_I 56 I 54 -- - _._._.-_ - - 54 Q F I - Q+' _ _ A (A VI y LEGEND s2 y _ s3.oa Bw _. _,_.._.. --.:_ _._.m.�� ssoo'By _ �, �; ._._ ___ 52 4' CAP UNIT ® 50 a FINISH GRADE AT BO CTYPJ I -- d mw}ra ru --- 50 8 CAP UNIT ® _..._..--- '___GRAVEL VEL1RG�A)STY2.) I _._ -_ _....,_ m N�.°°~�+ _... COMPAC II UNIT 48 ro _._ __-- _ INSTALL �TBA e-�IRSICI _...—_.n.... A-� 5 - 48 STRATA GRID SG200 - ARID DN ALL OR AYR -Zi 3 �'v w d°zzn W STRATA GRID SG500 --- CONT.RAG 'R.-TO RONT PINS ......... a A£a 6' GRAVEL LEVELING PAD - � FINISH GRADE - _ �� d 4' DRAIN OUTLET 0 2+50 3+00 4 LD q- In OF WALL TW iJ 00 BOTTOM OF WALL BW r PROF KEYSTONE � Ld ILE YSTONE RETAINING WALL 3 �� SCALE: 1 "= 6' HORIZ. 29 m W d 1 "= 6' VERT. /30/04 O � � Tk �J cNlx_ Ri !D v FOFCA��F° AS-BUILT" w s!G-oG Q FOR KEYSTONE RCE 644 2- DATE: z WALLS ONLY License Expires: . . REVIEWED BY: w � o SRW KJAINING WALL PROFILE - WALL 3 ( LOWER ) C21 INSPECTOR DATE: zoo LLj REVISIONS APPROVED DATE REFERENCES DATE BENL -I MARK SCALE SPECIAL DISTRICT DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0: w Q � DESCRIPTION: S.D. CO. STD. WELL MON. PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPr\ VED SRW RETAINING WALL PLAN FOR: 5 + G ID# 1875 HORIZONTAL 1 = 6 DATE BY: BY ' 7 � rn LOCATION: AT THE INT. EL CAMINO REAL CITY ENGINEER TEMPLE SOLEL CV AND MANCHESTER AVE., EST.01/01/72 R.C.E. NO.: 08298 �/�� p p AVE., �T�t��r�+A�1 E — N N N RECORD FROM. SAN DIEGO COUNTY VERTICAL 1"= 6' ROBERT A. BASYE DATE: 2 DATE: z/� 1rJt]1\Crlra7lt R A ,GL\'Vil\11AS Q ELEVATION: 72.93 M.S.L. DATUM: NADV 29 EXP, 09-30-04 WORK PROJECT NO. SHEET 21 OF 23 rAn nlr. Pr97ADDn nwc ..-, F ' -`- :� � .,.� d - �.,w.�. , n � _;tai„_ - !.!'d.�1 7.6 FF •...T I 1 t-<. - e 1 z F. - �.� E__, T_11_, 0 5 N V �) 1� 64.' Vlt 1 5T lI_1, _ i.-- yr rS ' 3 _ I, 1 1 1 8.1 IC 6 3C GJ �It ,rj ! t 9LF Et" .J . - , - i. <, _r -n Lg 5 31TC _,S 1 _.6 , , ' � t, I� , _ ,� ,._ .r:�: -T � P.a � .rr . �'i` 67.65F� �;°7.,S:iFS� s r�7C' k� ,T�" ;R:,1�. r � I].06- _ _ - . C _•_. ^._. : �„ '. S. r- r, _ :r. :7 ' __ I 1 I :Y":F Y,, t f 44.7 „ 9. fF� 17T 5 7{ <""` F:c' _ ` 1IP l , P a It �I 5 JF.,tJ i r' . -' to $ G ! 7 ' ,/ r i� ........ $ _4 C,f,' -,\ � , F� q � 44F�x ° ors �' l g :, •. ...-, ..{ \r � " ^ �' 1��. �--� 1 �: � _.�. �x �1--•- i1- � ,._ � ' - l . Y-._ ,� ,' _.t ` °-' _ „ < � r, „•� I i 1- � - �ter':2:',�3 I,r, i:-: _ c- vim- / ll.�i L8.3.aF.S J . /C7-.94. _.. f �.. _ Nia ,,., _ ° ' �- t--- 0 ,. y-r _-?(.•r• 1-. _ � i c - TG Ir r i s -,E .I - - s 2c�1 �r<� - ,� , .,, .-�-. ��flfl. � .�",�� -- _......_ „7 6c.��1 �, �_ --" I 't t.C„ (488.5 1 3R M � 31E f „ S.t')C -- ' 1 r /-,w. Z '{ i - ,J i" - 1 - E \ a F 9.71E - / F, , i ELEVATIONS BEARING AND DIRECTION ARE FOR n 1 _ j y + t �� . 1--€ " _ - 2`��1(..,€ -12"PVC .75� ,.i� - 58 11E -(QUTj .' � ;� __ 1 f �, ,s ( �� :, =::x,. „s' / c _ 1� F 12 � 1 '- -..__._.. F OUII..E REFERENCE ONLY AND ARE BASED ON THE ORIGINAL / r 3.90 I N r .. ;r;F S r, I - - _ __ D- x,.r T <r P C. a 6. _ ANCOR "Hi- , =t , GRADING PLANS AND TOPOGRAPHIC INFORMATION. a _- -_ �al,r _,•n # ,_ STA 3+ a PLEASE REFERENCE APPROVED GRADING PLANS FOR kE: / - �• C (J}- : __ v.._.,. - " - n . ,._._�„ _ '`t . .r.' . "� .- - '' - , ';+� 1T`-4:_.-.:; :- - - .. -,- -.n-- . . Ir``� 't.J i" I I I �9. - F ,° " - 790�.2 i r� .s. ... JC, _ _ J G PLP*QF,^� r .}-.: 1FL I BASIS OF BEARING AND BENCHMARK INFORMATION. - - - _. _ 4u -G7" �^ CI_ PPPE +' ',H` .079.7 l 1 1. -_ - - .. - - _ 6.b r v :R ; E Fr' i (1-1 '�II 't Ex A r -1: rr I- {.. {°�)� 1 17fi It ( i n1) . , --- --„- i- - �_5io �_ - - - --- - MOD . TO _ _,1 1.1,.1,0 _ - T 7, € _ ft WALE- a � $ _ „ 2.G G _- 1 - - CAF - ITYrE TtET j'3-y - ' ___ _ .__ ........ t - _ -•�-�`.- j, � � i ', •. _ � � %I U' !r:. I_.E'h°G71,lVI L _- - i . - - - i?J � �Cb C , - STATIONING SHOWN FOR BOTTOM FACE ° 1 73.28F.. � t� . ;�:€---- G 3l.5LC TR - AIN VTj , ��QQT 75TC 1 ! ^0- r" 67.0E n , 7 . y . ' -_J�2„11`1,. # OF W GOE-4 I/ - - ri _ I LE ON = F r,VV i` -- C - JT „ C `6TOR DRAIN C't-r n r I I ALL TYP. / y' a .+ I€1...."1 6 F Gi II ' \ D4' 9 F 0,75% ;IYM DRAIN ' F , T v` , T1P A5 PER . DR:_D D- F 6 ' CI_EAPI1CA -TG72.74 2, ER Ptx_ Ci-9 ;f,l_ G vl'f .'' rl' A5 PER SDr. _ _ �7 5LF-TREN H RAIN n I 13Lr-l�VCtca o t CON T G6.6 + IF=-8' P dC 3T - f .., 4 + R4 t 0 T '48 TO FvU,\JD CQPER� LINE /` f 1 /' , _ t 17" BLFC 1 . n i i �OWER/ WA 51 END), 0 5 58. 1E i2 Uui S.46iE 4�i"(J!_, I' / ! 1 /// 53.3GE t3"j 61 381E (hJJ END 9L 6 'PVC0? U / (! ZURII PEP IA Tr_,EN 2 OR EQUAL STUB WALL DRAINS TOWARD SITE STORM DRAIN SYSTEM � � ,• � , GRADING CONTRACTOR RESPONSIBLE' FOR] CONNECTING WALL DRAIN STUB OUT TO SITE STORM DRAIN SYSTEM. PLAN VIEW: KEYSTONE RETAINING WALL - WALL 2 ( UPPER ) SCALE: 1 "=20' T_._...__...C,R1D ENGTH-=-B' _ __. RID LENG ',r-=-8'-._....._._ -....- - ID'-LENGTI+ 9:5' _....._,... _ -GRID LENGIH-a 74 -- - -- STA: + Ta_SSTA:1+ 7 S + 0.75 T STA: + + 1 5 .50 F0� +55.50 -- ST 1+85.50 T 1 STA: + 74 72 --.-_. ° --_ --FINISH- RADE-AT N -V/-(XP - - - - ° _ 70 -- _ T -- + -- -- + 68 6 .67 TW 8 _ -- 6 66 -............__ 64 ., Ilil'1WI`"dUs1a� :�li'i'il',1�L ....' ,, a,P iv w� :,. . a..._ - - _ - _ n, .<,-"""" _ .i. ".. ,'I' r o i,h y--_, <ma,swr..� -<. ,.,P,,,B,u, ,:`i ., ".n .z 62 83fl0 :: 2 60 Z4 - - 61.67 B a - w �_. ____ y 61 7 BW -- 60 58 + - g FINISH 'GRAD AT BOW C YP.) L a � ?+ - 58 N - N 56 v - - - N + 56 ru A 54 __,!._._._....__ _ 54 IN TALL STRATA STRUCTURAL 52 GR D DN ALL AYERS _ 52 1+00 1+50 2+00 2+50 C7 G 0.-FJ--D- _ _ 74 + 50 T ^f'' STA° + . O-TO-.STA--3+-o'5.50 - : + - 6- 'TA _3_+M + ,. 74 a CL1 9.0 - 72 ° Cy/2 70 - 1. - - + a 70 ® � 68 67,00 TW _ + _ -.._�. KNISH--GRAD _A. _ _ D 5�+�. w 6g - 66 - - - -- -65. T R) w D_ rn w 6 l_7 _� 6 ® W - - - 65p00. TW.._ ° ----__._..64,3 W � _� w 64 �W cn -- ---- tv' - w - 4 Q .. I _ 63.0 TW ° N -__© w - 6 -e 1 - _ _._. ._.__................ .... 616 61,00 TW a;^k+ 60 W w 59.6 BW T + 5900 TW LEGEND 59.00""HW 58 �y w D �; ., - W4 8° CAP UNIT ® 56 57.67 BW COMPAC II UNIT - s - 87.90 Wr - 56 d . _BW - G� STRATA GRID SG200 54 + i (�J U1 + _ - 54 STRATA GRID SG500 s 4' SECTIDN STRATA GRID SG200 ® - 4 """ o Q, 3.00-1`-BW arrrnor3 H- 52 6° GRAVEL LEVELING PAD - _ w9 D°o-4=c �' - U� -J FINISH GRADE 50 31 zAUm°tlr D 50 4' DRAIN OUTLET 0 -- _ FINISH GRADE AT OW (TYP.) - ci z-N+a-1 - I 6° G AVEL LEVE ING PAD (T PJ + 2ao�ry cn + W TOP OF WALL TW z m 31D N wl ®J BOTTOM OF WALL BW ILL-STR agcy z �' ti IH-ON ACL LA O I _USE-FRO z DAB p Ld 2+50 3+00 3+50 �, PQ 0/04 0 PROFILE: KEYSTONE RETAINING WALL - WALL 2 ( UPPER ) �F -C " � � OFCAU� AS-BUIL w SCALE: 1"=- 6' HORIZ. 2 `rob Q 1 "= 6' VERT. FOR KEYSTONE R E 6-1VI7 DATE: z WALLS ONLY License Expires: .1p REVIEWED BY: wcn SRW RETAINING WALL PROFILE - WALL 2 ( UPPER ) C22 INSPECTOR DATE: ww nor REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF= ENCINITAS ENGINEERING DEPARTMENT DRA - ING NO. w Q f DESCRIPTION: S.D. CO. STD. WELL MON. PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APP v D SRW RETAINING WALL PLAN FOR' ( 4 5 N ID# 1875 HORIZONTAL 1"= 6 DATE BY: BY: cp LOCATION: AT THE INT. EL CAMINO REAL ' CITY ENGINEER EMNE SO� Qo AND MANCHESTER AVE., EST.01/01/72 R.C.E. N0. 08298 ��,�►7��TT LTQCeT ��TT��7�7�►r��+♦AC�� E - NNN RECORD FROM: SAN DIEGO COUNTY VERTICAL 1 = 6' ROBERT A. BASYE DATE: ?1� DATE: z-Zr- O:t 1rJl�l,\C W ril\Vll\llAS Q ELEVATION: 72.93 M.S.L. DATUM: NADV 29 EXP. 09-30-04 WORK PROJECT NO. -- SHEET 22 OF 23 rnn cu . r1797nooi nwr_ i KEYSTONE 4" OR 8" CAP UNITS (TYP.) KEYSTONE COMPAC II UNIT 9�--.,I-.- 16•{ KEYSTONE BLOCK UNIT C CAP UNIT PIN TYPICAL 10" 6„ 12" 6-INCH GRAVEL LEVELING PAD; (TYPICAL) SEE PAD DETAIL FOR CROSS SECTION; ---`1 y" BATTER PAD AT EACH STEP IN WALL. ALL BLOCK COURSES SHOWN BELOW �� CAP UNIT ARE KEYSTONE INTERNATIONAL UNITS Compac II Elevation ATTACH UNITS WITH CONSTRUCTION ADHESIVE �IFI� HI OR EPDXY (USE "STAY-STUCK SS-200" OR EQUIVALENT 1)J VIII IIIll II LEVELING PAD STEP DETAIL ) I �I�II II �1= COMPAC II UNIT (TYPICAL) NOT TO SCALE CAP STEP DETAIL' - II II�II-11�If-11 I II m,n: r •_1 ti NOT TO SCALE 2 GEOGRID 4� I;�II'I"� �� " AS REQUIRED 8, ;' +1 1 12" (COMPAC II UNITS) a lulll1111s, SBCfIOn GEOGRID TO BE INSTALLED aGamlu mr1 v *u { TTIGHT BEFORE BACKFILL KEYSTONE COMPACT II BLOCK UNIT RETAINED REINFORCED UNIT GRAVEL LEVELING PAD SECT/ON ' B' BACKFILL I BACKFILL FILL _ I 18" NOT To SCALE 6—INCH GRAVEL LEVELING PAD; i T (ALL U 8„NITS / EXTEND ALONG WALL TO ACCOMMODATE EYSTONE COMPAC II ''BLOCK UNITS ) ;; BLOCK; BATTER PAD AT EACH STEP IN WALL STRUCTURAL //� ✓� 12" r 78"(ALL UNITS) �\CJ Compac II Plan GEOGRID (COMPACT II UNITS) GRAVEL LEVELING PAD DETAIL COMPAC 11 UNI T NOT To SCALE BLOCK DETAIL NOT TO SALE NOT TO SCALE LIMITS OF UNIT FILL & REINFORCED BACKFILL NOT TO SCALE BARRIER DESIGN BY OTHERS Note: 1. Check with manufacturer specifications Soil Fill is Required NOTE: 3' SIDEWALK on correct direction of orientation for Between Overlapping Geogrid PARTS OF GEOGRID BEYOND LAST CROSS geogrid to obtain proper strength. for Proper Anchorage BAR ARE NOT INCLUDED IN REQUIRED KEYSTONE 8 CAP UNIT t4 GRID SECTION (TYP.) TO BE POURED INTO CONCRETE CURB MINIMUM EMBEDMENT AT TOW (TYP.) PARKING AREA Place Additional Pieces of Geogrid When Angle Exceeds 20" KEYSTONE COMPACT 11 BK m STRATA GRID _ UNIT BELOW P.) kA� p tx �� Till r rl ii uI(�I kll �I�JIC fi��k, C d COMPACTED o f k _ €3 Ir11 Ill jlpir r Z 2' PLANTER AREA (TYP.) �Y, SLOPE PER OSHA : a ,I[{'` rail IwjI rrlrr £ l ` f5 I ( fA,:i IIIj All d�✓h pppy Y '% Z 32 MINIMUM GEOGRID EMBEDMENT REQUIREMENTS LENGTH PER PLAN TYP. KEYSTONE 8" CAP UNIT KEYSTONE COMPACT II BLOCK UNIT � = AT TOW (TYP.) " >} -Y " z1 /NU IF FILL k3/4-) IF KEYSTONE COMPACT 11 BLOCK 24 r "�—CRUSHED ROCK OR STONE) "y ¢ LONG AXIS OF STRUCTURAL a UNIT BELOW CAP (TYPJ a _ GEOGRID APERTURE °-� 3 A. SLOTTED PIPE SUBDRAIN m ) PERPENDICULAR TO WALL FACE " 1 "o la7 CU DRAIN SYSTEM (TYP.) I i/2 o SEEAWALLEPROFILESI FOR GEOGRID TYPE, MINIMUM t n - _ �' " TRIM GEOGRID AS REQUIRED z �[ EMBEDMENT LENGTH AND LAYER ELEVATIONS. -" " �'��umlrcy+xR AT FACE OF WALL t x �'""�I'^"' �" ° it •s O U. z r , 1N Ew'3 m 1 m1n11R ayy d6TAdHp IM7 bl�'f�lkrtz ` ' x44 �iN 0 BACKFILL '�` � FINISHED GRADE AT "° lk ><� s(a x, ,I,IiI� ��• _ BOTTOM OF WALL (TYP.) " { a UNIT DRAINAGE FILL (3/4") nl'I Ir i I Minimum Wall Radius: "' " lin,*, r_ ... = 1 t.,. Zi L3 CRURHFn ROCK OR SI 24 s �JI O ... yn y h -z"s�ll�i'ilbliln IIII:II�fI .r ' P, y E 1W—I Inside Curve: 4.0' (at bottom of wall) Outside Curve: 4.0 (at top of wall) Geogrid is to be Placed on Level Zi KEYSTONE COMPACT 11 BLOCK UNIT Backfill and Extended Over the ar Fiberglass Pins. Place Next Unit. SEE PROFILE FOR BURIAL DEPTHS x''T ' PROVIDE 100% COVERAGE OF Pull Grid Taught and Backfill. CONNECTING PINS W < TYPICAL BURIAL ® t2' 4" SLOTTED PIPE SUBDRAIN DRAIN GEOGRID ON ALL INSIDE AND Stake as required. SYSTEM (TYP.) OUTSIDE CURVES; TRIM GEOGRID 6-INCH GRAVEL AS REQUIRED AT FACE OF WALL Ex-+ LiJ LEVELING PAD (TYP.> GEOGRID PLACEMENT ON GEOGRID ORIENTATION ON BLOCK WALLS, CURVES AND CORNERS NOT TO SCALE w TYPICAL RETAINING WALL CROSS SECTION NOT TO SCALE A NOT TO SCALE Q Ua 0 d �+1 t:.1 00 J IIIII � lO 2 8 ITI Pq xp. /30/04 M t1D ON � CIVI SG L FOFC "AS-BUILT" w FOR KEYSTONE �'� z License Expires:R L�f� Z DATE: WALLS ONLY REVIEWED BY: -C" o 1 tri z to SRW RETAINING WALL DETAILS AND SECTIONS C23 INSPECTOR DATE: zoo REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0, ED Q a DESCRIPTION: S.D. CO. STD. WELL MON. ' PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APP V D ) SRW RETAINING WALL PLAN FOR: �j ID# 1875 HORIZONTAL 1 - 6 DATE BY: BY: 7 v — G LOCATION: AT THE INT. EL CAMINO REAL AND MANCHESTER AVE., EST.01/01/72 R.C.E. NO.: 08298 CITY ENGINEER �a��T��p epr� ♦�y� �T/�� +��1 E - N N N RECORD FROM: SAN DIEGO COUNTY VERTICAL 1 = 6' ROBERT A. BASYE DATE: 2ItZt1�/T DATE: Z"0 l�i�l�VriC�71t'+L\ AVEL. �L\\".11 UAS ELEVATION: 72.93 M.S.L. DATUM: NADV 29 EXP. 09-30-04 WORK PROJECT NO. SHEET 23OF 23 -- rAn rl r. rra��ncn Hurt_ t„ z RETAINING WALL DESIGN CRITERIA: 7 65 PCF ACTIVE PRESSURE 0.4 FRICTION -- 300 PCF PASSIVE PRESSURE 4000 PSF BEARING s z LEVEL GRD. RETAINING WALL DESIGN CRITERIA: TYP. RETAINING WALL DRAINAGE AND BAGKFILL 45 PCF ACTIVE PRESSURE 8" CONCRETE BLOC<"I, — j�\/� RETAINING WALLS SHOULD BE PROVIDED WITH A DRAINAGE SYSTEM CONSISTING OF A MINIMUM • 0.4 FRICTION SOLID GROUTED \//\ ONE FOOT WIDE, ONE FOOT DEEP CONTINUOUS SECTION OF No. 4 ROCK (OR PEA GRAVEL) SWALE SEE CIVIL 8" CONIC. BLK 300 PCF PASSIVE PRESSURE \ \\j 1 SOLID GROUT 2" 4000 PSF BEARING \\ AND SAND AND 1:1 RATIO OR E0UIV4I_EN7. A MINIMUM 4 110 PERFORATED DRAIN FIRE SHOULD GLR. BE PLACED, HOLES DOWN, ROUGHLY 2 INCHES FROM THE BOTTOM OF THE DRAIN MATERIAL, B _2 /, THE INVERTED OF THE PIPE SHOULD BE A MINIMUM OF 6 INCHES BELOW THE LOWS 5T ADJACENT y .i —VERT. REINF. 2„ GRADE. WEEP HOLES COULD POSSIBLY BE USED IN LIEU OF A DRAIN PIPE . WEE HOLES SHALL BE 3" DIA. SPACED AT 8 FT. ON CRNTER5 MAXIMUM. AND 6 IN. ABOVE ADJACENT FINISH GRADE. "A" BARS *4 AT 2 4"o.c. MAX. -- CLR. = z A FILTER CLOTH SHOULD BE PLACED BETWEEN THE DRAIN MATERIAL AND THE B NK FILL, S" CONC. BLK - LEVEL GRD_ AND AS SHOWN HORIZ. THE BACK OF THE RETAINING WALLS SHOULD BE WATER PROOFED PRIOR TO PL. CEMENT OF —-- -- — SOLID GROUT *4 HORIZ. / \/� —"t," BAR THE DRAIN MATERIAL. WALL BACKFILL MAY CONSIST OF ON-SITE SOIL OR SAND A D GRAVEL. 6 24" _ 8" CONCRETE BLOCK y/\///�/` @X THE SOIL OR GRAVEL SHOULD BE COMPACTED TO A MINIMUM OF '30 PERCENT OF THE MAXIMUM VERT. REINF. _� 2" G LK 2-*4 CONT. *3 C_� TIES SOLID GROUTED \/\/ <1 DRY SOIL DENSITY USING LIGHT EQUIPMENT. "A" BARS SOLID G T AT 8 o.c. �j,\/\ BEND "B" BARS 24" MATEt?IALS SHA1_L BE AS FOLLOWS: SEE SCHED HERE /�/ - INTO 8" BLOCK WALL CONCRETE BLOCK: 45TM C-90 1P'm = 1500 PSI), SOLID GROUTED MORTAR 4 GRO T TO TEST CONIC, IS USED WHERE "K" IS LESS 2000 PSI w 28 DAYS "A" BARS VERT_ — LOWER PORTION 1 #4 AT 24"o.c. 74 - THAN 24" CONCRETE: 2500 PSI 6 28 DAYS ( NO CONT, INSPECTION) WALL <� MAX. HORIZ. —VERT. REINF. 2-*4 CONT, *3 �� TIES REINFORCING: ASTM A615-60 "B" BARS _ "A" BARS VERT.— AT 8"o.c. . d PERF. DRAIN OR 12" CONCRETE B K - INSPECTION SHALL BE PER CODE REQUIREMENNTS AND AS NOTED, PERF. DRAIN OR ? • WEEP HOLES AT Y = SOLID GROU WEEP HOLES AT CLR' WHERE 2'-1" LAP 2„ TER. CONDITION. = 2" / Q FOOTING d KEY SHALL BE POURED AGAINST UNDISTURBED NATURAL SOILS OR CERTIFIED N07 POSSIBLE DOWEL. w�R' Y W/ ARCH. AND "B" BA j Q COMPACTED FILL ( PER 5011.5 REPORT REQUIREMENTS). EX1'ER. CONDITION. q. ', f I*,, CLR' PE RAIN OR WEEP VERIFY W/ ARCH. AND= (Y �; � "A" BAR LEVEL GRD a� ' FON. SEE NOTES - cv -!. .+ INTO FTG. �P�u. PERF. DRAIN OR----� • E5, SEE NOTES 9 RIGHT • )[ PROVIDE VERT. CONSTR. JOINTS m 20'-0" MAX. O.G. WITH WATERSTOP AS REQ'D. WATERPROOFING, FON. ENG. U nd," Cad w�` ^�+`d BELOW WEEP HOLES AT —. FUSED BEHIND WALL, WILL BE PLACED SUCH THAT IT WILL ALLOW MOVEMENT BOTH PARALLEL 2x6 CONT. KEY i7�T T�/ EXTEND BARS AS — %— p EXTER. CONDITION, A} e SHOWN WHERE BAR AND PERPENDICULAR TO WALL TO PREVENT TEAR DUE TO SHRINKAGE OR ROTA ION OF WALL VERIFY W/ ARCH. AND 6e �, JOINT SHALL BE MIN. W/ MASTIC SEAL. a ° * T " LAP SPLICE IS LESS p • FON. ENG. THAN 2 -1" All • ,oa 2-*� L401; . 15 3-*4 �k a FOR uWa ) 4�_0u .p ° 1 j\\ 2-414 °4 ° a° ,• - •_ - a� *4 HORIZ. USE 3-*4 FOR "W" > 4'-0 CONT. , CL 1 6" ay/ /\ /f✓ C" DETAILS NO NOTED C.. BARS BARS SIM, TO TYPE Z " \/\\/\\%\\j\\% • r\\\\\\/�i\\.\mom D { \ 1 TYP. W/3t "B MIN. _ �CL MIN. *4 GOVT. 1 W/3t B MIN. u�u — — -- �C�� BARS MIN. n 1C 2-*4 CONT. n1 U i 7 w/3 12 w/3 E ?" T�fE I T"fE ll N. MIN. MIN, IIL n RET. Ht. FOOT ING � R RE INFOG — 7 -- T��E H il TYPE " il It Il B "A� BAR "B t' BARS �C�� BARS IIK� REMARKS 3'-0" OR LESS I 2'-2" 1'-0" 1'-2" I1_0" 04 e 16" , NIN � 4LL 5CDU ®4,_0„ S 2 0 5i_0n I 3 -4" 1'-0" 1'-10'1 1'-0" *5 s 16° H TYPE ,i G — 0 G BARS ��K" REMARKS RET. NT. FOOTIN REINFORCIN 11 I 4'-0" 1'-0" W" t 7' A BARS B' BAR H 4'-9" I'-2" 2'-10�'1 1'-2" #6 'm 16" *5 Sall +5 0 15" 3'-4" 31-01, L =I1 0 = 32 — -- - 8'-0" ]1 5'-6" 1'-4" 3'_6° 1'-4" *6 a 16" *5 � 8" *5 0 15" 3'-4" *� --- 4 _0" 2'-ro" 12° *4 " — - — 3'-2" 12" 6" g'_0', a 6'_3" I'_5" 4'_2"• 1'_5" *6 16" *6 8" "5 15" 4'..4"* * — USE 12" CONC�FOR THE FIRST 11-01, -- I0'-0„ �,_0�, 1'_6" 4i_8o 1,_6" 6 16 11 *o g" *5 a 15" 6'-0' 6 -011 II 4'-01� ,2 �� *5 a lio 16 3 -4 OF WALL P'c- 5000 FCI 7'-0 A 4'-9 4 1'-0' 'S 9 16 � 2'-0" — — __ 8'-0" 7I 5'-G" 14" I'-5" *5 16" *5 16 *4 w 24" 3_0" INSPECTION 1. * DENOTES SPECIAL CONTINIOU , INSPECTION BY A REGISTERED 9'-0" 7I 6'-9' 14" 1'-8" *5 fl 16" *6 g 16" a 24" 4'-0" REQ1D FOR DEPUTY INSPECTOR FOR THE 12" BLK WALL. 101-0" H I'-4" 14" 2'-0' *5 -a 16" *6 a 8" *4 4" 5'-0" 12" BLOCK 2. SEE NOTE At RIGHT FOP ADDITIONAL INFORMATION FOR BACKFILL 6 MATERIAL S CS. T'Y'F. IRET41NING UJ4L_L &C�-4DUL. � TYP. RT,AfNING UJALL SCI-4EDUJe N.7.1; — N.T.S. O ^2 -eT3 OQROEE Slq� . E Mry C F � o � c N .. o:105 EXP. 3-30-05 ' STET S2.RUC ILT Fop C L\E� 2— G-DL License Expires:R`E 6¢471- DATE: REVIEWED BY: C24 INSPECTOR DATE: EC REVISIONS APPROVED DATE REFERENCES DATE BENCH SCALE S�AE DESIGNED BY_ DRAWN BY CHECKED BY- -_ _ APPROVALS CITY OF ENCNTAS ENGINEERING DEPARTMENT DRAWING NO. DESCRIPTION: S.D. CO. STD. WELL MON. PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED SITE RETAINING WALL DETAILS FOR W 41410-6-1 'l Zc ID# 1875 O ( 435 - G EPLo4l WCi►!_gk�l_Z a LOCATION: AT THE INT. EL CAMINO REAL H]RI7_ONTAL . n D` DATE `?2? O�j gy; � _ - gy _ TEMPLE- SU EL TIT A AND MANCHESTER AVE., EST.D1/01/72 _ E GINEE R.G.E. NO. ISIS ?/ IEER MANCHESTER L /Z RECORD FROM: SAN DISCO COUNTY VERTICAL DATE: -__-___ DATE: AVE . , E • V C ( TA ELEVATION: 72.93 M.S.LDATUM: NADV 29 EXP. 3_.x'0 WORK PROJECT NO. S EET 14 OF 25 2 RETAINING WALL DESIGN CRITERIA: Z 1 65 PCF ACTIVE PRESSURE 0.4 FRICTION 300 PCF PASSIVE PRESSURE 4000 PSF BEARING 04 HORIZ, 0 24" SWALE SEE CIVIL 2 8 CONC. BLK i SOLID GROUT 2" CL B Z VERT, REINF. "A" BARS 6" GONG. BLK SOLID GROUT 04 HORIZ. ® 24" VERT. REINF. = 2-04 CONT. «31—) TIES ? LEVEL GRD. "A" BARS = 12" CONC BLK BLK AT 8"o.c, RETAINING WALL DESIGN CRITERIA: SOLID GROUT '� \/�� TYP. RETAINING WALL DRAINAGE AND BACKFILL 45 PCF ACTIVE PRESSURE 8" CONCRETE BLD \/�\/�� SEE SCHEDULE WHERE 0.4 FRICTION a/\\j` RETAINING WALLS SHOULD BE PROVIDED WITH A DRAINAGE SYSTEM CONSISTING OF A MINIMUM CONC. IS USED SOLID GROUTED \ \/ 300 PCF PASSIVE PRESSURE \ ONE FOOT WIDE, ONE FOOT DEEP CONTINUOUS SECTION OF No. 4 ROCK (OR PEA GRAVEL) "A" BARS VERT. LOWER PORTION OF 1/\\% _ 4000 PSF BEARING \/\\ AND SAND AND I:I RATIO OR EQUIVALENT. A MINIMUM 4"6 PERFORATED DRAIN PIPE SHOULD WALL BE PLACED, HOLES DOWN, ROUGHLY 2 INCHES FROM THE BOTTOM OF THE DRAIN MATERIAL, THE INVERTED OF THE PIPE SHOULD BE A MINIMUM OF 6 INCHES BELOW THE LOWEST DJAGENT VERT. R£INF. GRADE. WEEP HOLES COULD POSSIBLY BE USED IN LIEU OF A DRAIN PIPE . WEEP HO ES SHALL 2 \ "B" BARS BE 3" DIA, SPACED AT 8 FT, ON CRNTER5 MAXIMUM. AND b IN. ABOVE ADJACENT FINISH GRADE. iv J WEEP DRAIN OR _ _ «4 AT 24"o.c. MAX. GL, A FILTER CLOTH SHOULD BE PLACED BETWEEN THE DRAIN MATERIAL AND THE BANK FILL. PERF. DRAIN OR GL. WEEP HOLES A7 - LEVEL GRD. v AND AS SHOWN HORIZ, THE BACK OF THE RETAINING WALLS SHOULD BE WATER PROOFED PRIOR TO PLACE ENT OF WEEP HOLES AT WHERE 2'-1" LAP 2" EXTER, CONDITION, y� �Y 2x6 CONT. KEY C // // //\� „ EXTER. CONDITION, NOT POSSIBLE DOWEL �r \ \ A BARS THE DRAIN MATERIAL. WALL BAGKF(LL MAY CONSIST OF ON-SITE SOfL OR SAND AND RAVEL. 9+y y VERIFY W/ ARCH. AND 8 CONCRETE BLOCK \�j\� - THE SOIL OR GRAVEL SHOULD BE COMPACTED TO A MINIMUM OF 90 PERCENT of TH MAXIMUM FONIENCs/ ARCH. AND= U % i "A" BAR LEVEL GRD ` - K�' BELOW G SEE NOTES SOLID GROUTED �\\\j\ Q DRY SOIL DENSITY USING LIGHT EQUIPMENT. N e { ) INTO FTG. \ / MATERIALS SHALL BE AS FOLLOWS: SEND "B" BARS 24" 4 = INTO 8" BLOCK WALL CONCRETE BLOCK: ASTM C-90 (F'm = 1500 PSI), SOLID GROUTED MORTAR 4 GROUT T TEST a 4CL. WHERE "K" 15 LE55 2000 PSI 10 28 DAYS ° THAN 24" -rj A a b MOVE BAR TO HER£ _ e 4 12'r J MAX. HORIZ, CONCRETE: 3000 PSI 9 2S DAYS C CONT. INSPECTION IS REQUIRED WHERE HEEL DOES lip a a_ — 2-«4 HORIZ, USE 3-«4 2-«4 CONT. «3 TIES NOT OCCUR a FOR "W" > 4'-0" "A" BARS VERT AT 6"o,c. REINFORCING: ASTM A615-60 IN = 12" CONCRETE BLOCK '. INSPECTION SHALL BE PER CODE R£QUIREMENNTS AND AS NOTED. SOLID GROUTED __ d FOOTING 4 KEY SHALL BE POURED AGAINST UNDISTURBED NATURAL SOILS OR CERTIFIED -6" DETAILS NO NOTED 2 "$" BARS Q COMPACTED FILL C PER SOILS REPORT REQUIREMENTSJ. BARS \ \\ "C" BARS SIM. TO TYPE I PERF. DRAIN OR • GL, HOLES,RF. DRAINNO W � RIGHT 0 / Y PROVIDE VERT, CONSTR. JOINTS a 20'-0" MAX. O.C. WITH WATERS70P AS REQ'D. WAT£ OOFING, "W" FOR WEEP HOLES AT IF USED BEHIND WALL, WILL BE PLACED SUCH THAT IT WILL ALLOW MOVEMENT 50TH PARALLEL «4 GONT. 1, EXTEND BARS AS 3 FT. AND 4 FT. RET. ONLY EXTER. CONDITION. y l AND PERPENDICULAR TO WALL TO PREVENT TEAR DUE TO SHRINKAGE OR ROTATION OF WALL TYP. MIN. "B" 'l' SHOWN WHERE BAR MIN. OMIT "HEEL" AT W/3t B VERIFY W/ ARCH. AND LAP SPLICE IS LE5S �{: z" MIN. W/ MASTIC SEAL. 3 FT. AND 4 FT. RET. ONLY MIN, u�u FON. ENG. s��; THAN 2'-1" w' i' JOINT SHALL $E p ;-L*R4 11LIJ11 .7,\ 7T f=E I TrI E II 2_N7. °5 , ,oa " a °4 HORIZ. USE 3-04 BETAININCA WALL SCImIEDULE "W" > 4'-ro" RET. HT. TYP£ FOOTING REINFORCING I I 1„ MIN. "K” REMARKS MIN. - 3'\ \ H "W" "{" "T" „B" "A" BARS "B" BARS "C" 5ARS CL. 3'-0" OR LESS I 2'-2" !'-0" 1'-2" t'-0" «4 a 16" - 04 61511 "C" BARS 4'-0" I 2'-8" 11-01i I'-4" I'-0" 04 ® 16" - 04 615" 5'-0" I 3'-3" 1'-0" 1'-10" 1'-0" iS g 16" 04 61511 = 1 2-«4 CONT. mV 12" w/3 t 12" „ „ „ „ MIN. M N. MIN. MIN. n n 6'-0 I 4'-0 1'-0 2'-4 l'-0 «6 g 16 - «4 ® 15" n�n 4'-9" 1'-2" 2'-11" 1'-2" «6 16" «5 .8 8" «5 6 15" 3'-4" W 06 m 16" «5 g 8" rS -3 15" 3'-4" * T'A'PE Z T'I PE II 9'-0" II 6'-3" I'-5" 4'-2" 1'-5" «6 g 16" «6 ® 8" «5 6151, 5'_0"* USE 12" GONG. FOR THE FIRST ,•<:; 2'-4" OF WALL f'c= 3000 pelf G USE 12"II 7'-0" I'-6" 4'-8" I'-6" «6 sm 16" 06 0 8" +S 0 15" 6'-0'� V-4l Ot= WALL FOR 3000 pal RETAINING UJALL SC�4EDULE * USE 12" CONC. FOR THE FIRST RET. NT FOOTING REINFORCING 5'-4" I'-6" «6 9 16" «1 ® 8" * «5 m 15" T-0" K REMARKS 3 -4 OF WALL f'c= 30100 psi „H„ TYPE „ „ „ „ „ „ „ „ „ „ 1 " ' W { T A BARS B BARS G BARS 12'_0" II 9'-0" I'-8" 5'-10" I'-8" «6 16" rl 0 8" * «5 ® 15" 8'-0"* USE 12' OANC. FOR THE FIRST 3'_0" I 1'_11" 10" - 04 9 32" - 13'-0" II 10'-0" 1'-10" 6'-3" 1'-10" �'6 g 16" «8 A 8" «5 m 15" 9'-0"* SE 12" GONC, FOR THE FIRS 4'-0" I 2'-6" 12" «4 24" 41-411 OF WALL f'c= 3000 psi 5'-0" I 3'-2" 12" 6" «5 s 16" 6 _0, a 41_0, 12" g, 05 a 16" 05 w fro" 1'-0" II 4'-9" 14" I'-0" «5 a 16" 05 9 16" 2'-0" 8'-0" II 5'-9" 14" 1'-5" «5 9 16" «5 6 16" 04 6 24" V-0" CONT, I, * DENOTES SPECIAL GONTINIOUS INSPECTION BY A REGISTERED 9' INSPECTION -0" II 6YV 14" 1'-8" 'S 9 16" «6 a 16" «4 ® 24" 4'-0" REQ'D FOR DEPUTY INSPECTOR FOR THE 12" 5LK WALL. ,i li « „ 12" BLOCK •C'A 10'-0' II -4 14 2'-0 'S 16 "6 m 8 4 e 24 5'-0 2. SEE NOTE AT RIGHT FOR ADDITIONAL INFORMATION FOR BACKFILL 4 MATERIAL SPECS. T'I-P. RETAINING WALL 5CLIEDULE T'iP. RETAININCz WALL SCHEDULE N.T.S. N.T.S. RpfESS/ P Q�P\� GERIW/k F No:1505 UR 3-30-05 S>qT SrRUC?URP� �\Q of 6\0 "AS-BUI T" 9--1(0-04 7-,,," License Expires: CE -01 Z- DATE: 0 REVIEWED BY: C � SPECTOR DATE: REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK - SCALE DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF ENCINiTAS ENGINEERING DEPAR DRAWING N0. RETAINING W HAIV $ DESCRIPTION: S.D. CO. STD. WELL MON. PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED SITE RETAINING WALL DETAILS FOR: 1D# 1875 435 - LOCATION: AT THE INT, EL CAMINO REAL HORIZONTAL �Q DATE •Z`f'yi BY: BY: TEMPLE SOLEL AND MANCHESTER AVE., EST.01/01/72 R.C.E. N0. 1505' DATE: ENGINEER n I RECORD FROM: SAN DIEGO COUNTY VERTICAL ENGINEER DATE: DATE: MANCHESTER AVE . , E I V C I N I TA S ELEVATION: 72.93 M.S.L. DATUM: NADV 29 EXP. 3 so•os WORK PROJECT N0. [SHEET?24QOF 25 E- PL w-Cei5� NEST 'ZA T1'f=E 12 LEVEL GRD. DETAILS NOT NOTED SIM, TO TYPE I RETAINING WALL DESIGN CRITERIA: 81, CONC. BLK. �i ]`=E 45 PGF ACTIVE PRESSURE SOLIp GROUT / 0.4 FRICTION 300 PGF PASSIVE FRE55URE SWALE 4000 P5F BEARING ' VERT. REINF. SEE CIVIL / 211 11 A 1, gARS PLANS \ \/ CLR. HORIZ. REINF- 2 —�7 3" GONG. BLOCK, SOLID GROUT—/\\/ _ -- *4 24 " O/C (OR 3" CONIC-) /r / ®? WATERPROOFING WHERE - - _LEVEL GRID,— LONG- f3LK. ! / -- 3" CONC- BLOCK VERT, REINF. "A" BARS SOLID GROUT SOLID GROUT 2^cLR. (OR 8" CONG.) *a HORIZ. REINF. AT TOP OF WALL- �A v 4 rat 43"O.C. MAX. *3 TIES --VERT, RE INF, "A" BARS ID —VERB. REINF. = 2-*4 CONT. *3 C TIES = 12" CONC- BLOCK, SOLID GROUT A" BARS AT S"o,r_ *d HORIZ, REINF- AT TOP OF WALL = 4 6 43"0.G. MAX. (OR 12" CONC.J 2-*4 — J,ORIZ REINF. ---- GONT. 44 ® 24 " O/C a 4"0 PERFORATED DRAIN PIPE WHERE 2'-0" LAP 15 NOT -- Q - VER7. ® * v 6 ' ` SEE NOTES 9 BOTTOM POSSIBLE, DOWEL "A" ��Q 1SdNF" T 12" GONG. BLK TYP. Q A, d�' - BARS INTO FOOTING 2"CLR. g ggRg 4 GONT'S � ',„,, Z (L \ "”'„"� LEVEL GRD. OR 3"m WEEP HOLES AS SHOWN Q SOLID GROUT o"MIN 8 -0' O/C wP _ y" WEEP HOLES AT ExtER. @ „\ r _ 2 OR 12 CONC.) - \ MATCH ,1811 2"CLR, as - CONDITION. VERIFY W1 -' � - , , n ;j. SEE NOTES � BOTTOM ARC✓,'- AND FON- ENG. Z CLR`\ _!-' 3°CLR. F ,or �� BARS daisy �,n, LEVEL GRD. MA"'Cf-4 11A`I S.ARS SEE NOTES AT RIGNT MATCH "B" BARS - AVERT. REINF. A - a,y'A; • 118 BARa� MA�GH 1 h° . 3" GL. GRD. M�IN *4 GDNT3 18"CLR. "- " t 13"11 G- � _= yII \\ 31*4 C ONT.— *4 GOVT.- 2x4 GoNt- KEY TYP. 6” MIN TYP. 14n 4 1 0" 5'-Dn LEVEL GD LEVEL GRD- BARS Lill ? te SLPG. GIRD. _ GRID, 2" v3 W *4 s 1611 5LPG. GRID, LU $ 3l, q Ca'a ° \� ° 1. NO SPEC14L CONT. INSPECTION FOR MA50NRY EXCEPT CLR. o ® 'U \ - �Q, ° o \' �\ - AS NOTED IN SCHEDULE. RETAINING WALL DESIGN CRITERIA: BOTTOM FOR ADDfT'IONAL INFORMATION. 65 PGF ACTIVE PRESSURE WHERE 2'-111 LAP IS 0"4 FRICTION NOT P05515LE DOWEL 300 PCF PASSIVE PRESSURE "All BARS INTO FTCs, 4000 PSF BEARINC- ° IIG11 gARS / - 2-*4 CONT, DETAILS NO NOTED (Y SIM. TO TYPE I Wr3± B' W/3t "g ' U I -- RETAINING WALL SCHEDULE — — HUI _ - RET, HT. TYPE FOOTING REINFORCING K — REMARKS 51_01, u�u -- 51_0,1 — — 11,1111 p,t,1 11Ti1 11A 11 BARS 11 i'?11 BARB— —MIN. -- MIN. H W IJ F T1 3'-0" OR LESS I 2'-3" 1'-0" 0'-3" *4 im III -- -- -- --- 41-0" I 21_911 1'-0" 1'-2" 4 m 1611 - , ET,4II I Nan{ UJ,4LL 5C IE LIL YI_ 11 GOVT. INSPECTION I FO I REINFORCING — —. ✓ 0 I 3'-2 11 1'-0 11 1 -3 11 05 4) 16 11 FOR BOT. I FT OF WALL RE7. HT, OTNG FOR B®T. 2 Ft OF WALL i1H11 TYPE 11 i1 1I 11 1I 11 ,1 11 1i 11 - 11 II 11 I1 "K" REMARKS W t t B A BARS B BARS G BARS CONT, INSPECTION REQ'D - — 6 -0 I 3'-6 1'-0 -2 "6 g 16 31-01' OR LESS I 2,_711 1'-0" 1'-0" I'-0" *4 a 161' - r— 4'011 I 2'-6" 1'-0" I'-2" I'-0" *4 16" -- --- 0" II 4'-4" 1'-2" 2'-611 *6 0 16" "5 31' 2'-4" FOR 12" BINSPECTION ORTION OF WALL _ _ 51_011 I 3' 211 11_111 1_411 1_011 m 16" - I I 5,_ 11 11_411 21_311 u6 g 1611 *5 C1. 3,_4,1 CONT. INSPECTION REQ'D 8'-0 II FOR 12 BLK PORTION OF WALL I'-0" *6 � 16" --- " - 11* -4 9'-0 II 6'-6" 1'-4" 3'-3" �6 1611 al-IF 4'_q FOR 12" BLK PORTION OF WALL II 4 -4" I'-3 8 I'-2' 3 6 16 * 3'" - -- -- GOVT. INSPECTION REQ'D 31_011 II BI-01 1'-101 1'-411 # 811 *6 9 1611 3'-41' �. ---- p1-01, IF GI_e11 11-511 '_W' 11-511 05 � a', "I /� 3,I � 5 � 15" 4'-'4Y"* 11 " 11 11 * * USE 12" GONG, FOR 'THE FIRST L 0'°0' II 6 -6 I'-6 2=0' I'-�s *5® 8 *6 3 *5 15 6' 0 31_4" OF WALL f'c= 3000 PC( T`11=. fRET,41NING W,4LL SG°I ]]u L w.ra. 1. * DENOTES SPECIAL CONTINUOUS INSPECTION BY A REGISTERED DEPUTY INSPECTOR FOR THE 12" BLK WALL- 2, SEE NOTES AT RIGHT FOR ADDITIONAL INFORM4TION FOR BACKFILL 4 MATERIAL SPECS" 111=, RETAINING UJALL 5G+-IEDL I 4 � NT'.5. 7YP. RE7AIN11NG WALL DRAINAGE AND BACKFiLL RETAINING WALLS SHOULD BE PROVIDED WITH A DRAINAGE SYSTEM CONSISTING OF A MINIMUM ONE FOOT WIDE, ONE FOOT DEEP CONTINUOUS SECTION OF No- 4 ROCK (OR PEA GRAVEL) AND SAND AND 1:1 RATIO OR EQUIVALENT. A MINIMUM 4"0 PERFORATED DRAIN PIPE SHOULD BE PLACED, HOLES DOWN, ROUGHLY 2 INCHES FROM THE BOTTOM OF THE DRAIN MATERIAL, THE INVERTED OF THE PIPE SHOULD BE A MINIMUM OF 6 INCHES BELOW THE LOWEST ADJACENT .zRADE. WEEP HOLES COULD POSSIBLY BE USED IN LIEU OF A DRAIN PIPE . WEEP HOLES SHALL BE 3" DIA, SPACED AT 3 FT. ON CRNTEfRS MAXIMUM. AND 6 IN. ABOVE ADJACENT FINISH GRADE A FILTER CLOTH SHOULD BE PLACED BETWEEN THE DRAIN MATERIAL AND THE BANK FILL" THE BACK OF THE RETAINING WALLS SHOULD BE WATER PROOFED PRIOR TO PLACEMENT OF THE DRAIN MATERIAL. WALL BACKFILL MAR' CONSIST OF ON-SITE SOIL OR SAND AND GRAVEL, THE SOIL OR GRAVEL SHOULD BE COMPACTED TO A MINIMUM OF e0 PERCENT OF THE MAXIMUM DRY SOIL DENSITY USING LIGHT EQUIPMENT. MATERIALS SHALL BE AS FOLLOWS: CONCRETE BLOCK: 45TM C-90 (P'm = 1500 PSI), SOLID GROUTED MORTAR 4 GROUT TO TEST 2000 P51 -m 23 D4Y5 CONCRETE: 2500 PSI o 23 DAYS ( NO CONT. INSPECTION) REINFORCING: 45TM A615-60 INSPECTION SHALL BE PER CODE REQUIREMENN75 AND AS NOTED, pRpFE Stp�� FOOTING 4 KEY SHALL BE POURED AGAINST UNDISTURBED NATURAL SOILS OR CERTIFIED �QF� GERM/ F COMPACTED FILL ( PER SOILS REPORT REQUIREMENTS). °c ca o m �w No:1505 A PROVIDE VERB. CONSTR. JOINTS 6 20'-0" MAX, O.G. WITH WATERSTOP AS REQ'D. WATERPROOFING, Exp. 3_30-05 IF USED BEHIND WALL, WILL BE PLACED SUCH THAT IT WILL ALLOW MOVEMENT BOTH PARALLEL : AND PERPENDICULAR TO WALL TO PREVENT TEAR DUE TO SHRINKAGE OR ROTATION OF WALL sT Sr 4 JOINT SHALL BE Ire" MIN. W/ MASTIC SEAL. qP4 FUCAR��a AS- BUILT 2-IG oG RICE #!'t7L DATE: License Expires: .,p REVIEWED BY: C 2 5 INSPECTOR DATE. REVISIONS APPROVED DATE REFERENCES DATE BENCH MARIA SCALE DESIGNED 13Y DRAWN BY CHECKED BY APPROVALS CITY OF E-NC N TAS ENGINEERING CEPARTMIENT DRAWING NO, aE w *t4- a i - 03 —_ DESI;RIPTION: S.D. CO. STD. WELL MON. PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED S�TE RETA�� NG 1�1�� aE /��s FQR; ID# 1875 HORIEONTAL -- DALE r � qq n ( 435- - G LOCATION: AT THE INT. EL CAMINO REAL — S '.12 03 DY: _ —_ _ BY: _ TC_ IVI I�" LE SOLD_ _ AND MANCHESTER AVE., EST.01/01/72 I5US A CITY ENGINEER RECORD FROM: SAN DIEGO COUNTY VERTICAL R.C.E. N0. —_ DATE: — .__—_ DATE: — -- 7. 14J VIAV C E �T- R AVE , , EVCI I AS ELEVATION: 72.93 M.S.L. DATUM: NADV 29 ENGINEER EYP. 3p_-o5 WORK PROJECT N0, I I i ITEM ELEVATION NEW SIMPLEX SUBMERSIBLE PUMP STATION WETWELL INFLUENT PIPE INVERT 52.0 (150 GPM 32' TDH, 2 HP, 3500 RPM) HIGH LEVEL ALARM 52.0 GoNNEGT IV T-0" S _. PUMP ON 51.0 �}$o-vo�.-r 3 P14ASE _ 5'-0"(4 — CONCRETE FOOTING' PUMP OFF 45.5 t�owele. REfeo' SUCTION INLET 44.23 To ELEcr. Dom►&s WETWELL INVERT 44.0 I I I 3" SCH 8 PVC 4" DRAIN I LINE FORCEMAIN PIPE FROM RETAINING WALL TO STORM DRAIN LEVEL CONTROL 8 TO PANEL IN NEW BLDG PRECAST CONCRETE WETWELL 1.5" CONDUIT SIMPLEX CONTROL PANEL MOUNTED TO PANEL ON 2" SCH 40 STL POST FLASHING ALARM LIGHT NEW PUMP PANEL (SEE ELEVATION) SEAL FAILURE LIGHT PLAN I /r PARKWAY RATED METAL COVER PUMP ACCESS HATCH PRECAST CONCRETE Q WETWELL X10' FIN. GRADE EL 59 9k EL 58.0f FA _ I _TITf�—ITtiTl� LEVEL CONTROL o BRACING CORE DRILL AND o • INSTALL GASKETED ° LIFTING CHAIN M M' CONNECTOR TYP 1 VALVE EXTENSION S!.S 4" INFLOW PIPE INV 5 —" © LEVEL ALARM 3" DISCHARGE PIPE CONDUIT EL 52.0 PUMP ON FINISH TO PUMP STATION a 3" PLUG VALVE GRADE EL 51.0 3" CHECK VALVE _ i 11 1_i I�r EL 44.0 GUIDE EW SIMPLEX 11 PUMP STATION ( IIii1 PUMP OFF z CONCRETE FILL EL 44.0 N d M CONCRETE ° 18 e 0 " FOOTING 3" 0 STEEL 8" SCH 40 PIPE CONCRETE 12" TYP 11 FOOTING #5 AT 12" 0/C EW SECTION iREGATE BASE 910 I ELEVATION PACKAGE SIMPLEX PUMP STATION I DETAIL CD �- NO SCALE H 0` a � Q wC-) L .J 00 U) L LJ � Q Z Ct1 d' o O Z7 Lo 00 Z D X d 0 _ � Pit W ' No. 6459 WALL PUMP DETAILS "AS-BUILT w DR —31-2004 * / FOF CALF License Expires:R EL'ht71° DATE: z REVIEWED BY: U' o Ld vi z �ww C 2 6 INSPECTOR DATE: z o- z Ono REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT D GNED BY DRA N CHEC ED BY APPROVALS CITY OF �NCINITAS ENIGINEERING DEPARTMENT DRAWING NO. w < �wtt JUT SITE WALLS REVISION PLANTS PREPARED UNDER SUPERVISION OF RECOMMENDED A OVE REVISE TRASH ENCL. WALL DESCRIPTION: S.D. CO. STD. WELL MON. WALL PUMP DETAILS FOR; ' 4r _ ID# 1875 HORIZONTAL _i"- 20 DATE BY: Y: cJ eJ `,I REVISE WALL DRAINS ES ►v LOCATION: AT THE INT. EL CAMINO REAL TEMPLE SOLEL ti1E� AND MANCHESTER AVE., EST.01/01/72 CITY ENGINES q H p N RF V t �f. ' :3 l n RECORD FROM: SAN DIEGO COUNTY VERTICAL R.C.E. N0.e DATE: DATE:. _ M. A. C I i E S TE I\ AVE. , E I V'C NI TA S . ELEVATION. 72.93 M.S.L. DATUM: NADV 29 EXP. WORK PROJECT NO. SHEET : OF 26 CAD GILEr 7499_C06.D4VG I