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1992-3385 I (Plans) 141 770 GENERAL NOTES SEWER NOTES WATER NOTES LEGEND WORK TO BE DONE 1. A PERMIT SHALL BE OBTAINED FROM THE CITY OF ENCINITAS DEPARTMENT OF PUBLIC "ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATION FOR PUBLIC IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE WORKS FOR ANY WORK WITHIN THE STREET RIGHT -OF -WAY. WORKS CONSTRUCTION, LATEST EDITION, THE SAN DIEGO STANDARD SPECIAL PROVI- 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING PLANS, THE CURRENT SAN DIEGO COUNTY DEPARTMENT OF PUBLIC WORKS STANDARD SIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION, (ADOPTED BY TO THE STANDARD SPECIFICATIONS OF THE SAN DIEGUITO WATER DISTRICT. THE SPECIFICATIONS AND SPECIAL PROVISIONS FOR IMPROVEMENT OF SUBDIVISION STREETS AND 2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY STANDARDS AND AS THE SAN DIEGO REGIONAL STANDARDS COMMITTEE), THE SAN DIEGO REGIONAL STANDARD CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD OF ONE STANDARD REFERENCE DRAWINGS. APPROVED BY THE CITY ENGINEER. DRAWINGS (LATEST EDITION), AND THE FOLLOWING SPECIAL PROVISIONS.- YEAR AFTER THE DATE OF ACCEPTANCE. 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE 2. UNLESS OTHERWISE NOTED, ALL CONNECTIONS TO EXISTING MAINS WILL BE MADE BY APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. 1. TRENCH WIDTH SHALL BE PER SDRSD NO. S -4 UNLESS OTHERWISE SHOWN. THE CONTRACTOR, UNDER THE SUPERVISION OF SAN DIEGUITO WATER DISTRICT, * AFTER PAYMENT OF THE ESTIMATED COST BY THE DEVELOPER. CONTRACTOR SHALL SEE SHEET 2 4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY SHALL BE CON- 2. PIPE AND BEDDING CONDITIONS COORDINATE WITH DISTRICT ALL ARRANGEMENTS FOR HIGH - LINING, TEMPORARY STRUCTED, CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM, CURBS, SERVICES, ETC. PRIOR TO SHUTDOWN. CROSS GUTTER AND PAVING. A. ALL PIPE SHALL HAVE 4" MINIMUM OF 3/4 -INCH CRUSHED ROCK BENEATH THE SO /L S CE�PT /F /GATE OW O9 f 17& GTORM ORAIN) PIPE. 3. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP 5. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES SHOWN ON OF PIPE PROFILE IS 48 INCHES BELOW CENTERLINE FINISH GRADE OF STREET. Cy,�� A A2�G`/STEA'EO 011411- ENG /MEEJP /N 7X� THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS, TO THE B. V.C.P. AND A.B.S. TRUSS PIPE BEDDING FROM BOTTOM OF PIPE TO /Z . 4. ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS. 9LEW STATE 6W 041_11;4101414, PR /NOIP44ZY Gib /# MS /NESS /N Tf/E BEST OF OUR KNOWLEDGE, THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS INCHES MINIMUM ABOVE THE PIPE SHALL BE SAND, GRAVEL, CRUSHED AGGRE- F /EL D Of APPL /EO SD /L S M /CS NE ,p� BY CLFRT/FYTf/•ITA SHOWN ON THESE PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE GATE, NATIVE FREE - DRAINING GRANULAR MATERIAL HAVING A SAND EQUIVA- BAMPL /NB ANO STUDY ON me SO /L , AoND/TAdvS P/PE✓�T PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING FACILITY SHOWN HEREON AND LENT OF 30 OR BETTER S. CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERVICE AND METER BOX FOR {f'iTN /N THE siTE W►s MAOE BY MF AI° IiNG nIrOiPEC z v ANY OTHER WHICH IS NOT OF RECORD OR NOT SHOWN ON THESE PLANS. EACH RESIDENTIAL LOT. BETWEIEW Tf/E DATES AND mliWi ONE C2IRETE 6. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE SHALL C. P.V.C. AND A.B.S. SOLID WALL PIPE BEDDING FROM BOTTOM OF PIPE TO( /Z 6. CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE CALIFORNIA DIVISION Lam OF THE SO /LS REPQ T COMi°ILEO RdNTNl 9TU0>; N//lH BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. INCHES MINIMUM ABOVE THE PIPE SHALL BE 3/4' CRUSHED ROCK. A.B.S. SOLID OF SAFETY FOR ALL TRENCH WORK. MY REt^oAf cMENDAT/DW's, NAS BEEN 6wa"Imw TO TNEga"cL° , FURTf1ERMO,P� /NAVE RE ✓ /EN'ED T /,SSE CONTRACTOR WILL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING WALL PIPE MAY BE USED ONLY WHERE PIPE INVERT GRADES ARE 1% OR AE THE L' /TY ENG /NEER /N THE 4IA9 A�MENOg T /q'Y'�' UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT GREATER. 7. INSTALL FIRE HYDRANTS 2 FEET FROM FACE OF CURB, IF N 6�PAD /NB PLgNS ANO CEPTi'fcY Tf/AT Tf/E �CD O SIDEWALK EXISTS, OR 7 NCC!/ RL HPOt A(E1 N�I1�GtEE�V REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION FEET FROM FACE OF CURB WHERE SIDEWALK WILL BE CONSTRUCTED. / vrz it PORATEO /N Ti s PQPT - FdR TH /S Rr AO/NG PL ANS ANO Sf�L' /f /CAT /Glt/S. OF EXISTING FACILITIES. 3. AFTER COMPLETION OF PIPE LAYING, ALL MAIN LINE SEWERS, SEWER SERVICE LATER- 8 PROVIDE AIR R ELEA SE ASSEMBLIES AT ALL HIGH POINTS IN WATER MAIN. S /GNED 7. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS &ELECTRIC COMPANY PRIOR TO ALS AND STRUCTURES SHALL BE TESTED IN THE PRESENCE OF THE ENGINEER. AIR STARTING WORK NEAR COMPANY FACILITIES AND SWILL COORDINATE HIS WORK WITH PRESSURE TEST SHALL BE USED UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 9. CONTRACTOR SHALL OBTAIN ENCROACHMENT PERMIT FROM THE CITY OF ENCINITAS vgPFESSJO,y FOR ANY EXCAVATION WITHIN EXISTING CITY RIGHTS -OF -WAY. R. (.'E NO, GIO l4jr r 7/ COMPANY REPRESENTATIVES. 4. THE CONSTRUCTION OF P.C.C. SEWER MANHOLE PER SDRSD NO. S -17. POURED IN a S r. cH F NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT ARE EXP. DATE 5 _ 1 • ^ f 7 y ` 9 y PLACE MANHOLE BASES SHALL BE A MONOLITHIC POUR. FINISHED COMPLETE AT TIME 10. THE DISTRICT REQUIRES THAT COMPACTION TESTS BE TAKEN WHERE WATER LINES ARE W = No.GE000215> 'UNDERGROUND INSTALLATIONS; FOR LOCATION OF ELECTRICAL CABLES AND OF POUR. PRE -CAST MANHOLE BASES ARE ACCEPTABLE FOR USE WITH 8 -INCH COL- INSTALLED WITHIN EXISTING COUNTY RIGHTS -OF -WAY, CITY OF ENCINITAS RIGHTS -OF- " " . 00021 = GAS PIPING AND APPURTENANCES CONTACT THE SAN DIEGO GAS &ELECTRIC LECTOR SYSTEMS WITH INSPECTOR'S APPROVAL.© R906 A4969 WAY, PRIVATE EASEMENTS, AND THE RESULTS APPROVED BY THE CITY OF ENCINITAS, COMPANY. TELEPHONE: 232 -4252 /NST,4LLEO BEFORE THE WATER LINES ARE ACCEPTED AND A COPY SENT TO THE SAN DIEGUITO S N OUTHER C4L /PORN /A 50 1L5 6' TEST /NG , /NC. moo cN1 5. THE CONSTRUCTION OF 4 -INCH SEWER LATERAL PER SDRSD NO.'S S -13 AND S -14. LAT- WATER DISTRICT OFFICE. 6280 IC /VEROALE STREET Z. h ` Of gµ \F�� 8. THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY PRIOR TO ERALS SHALL NOT DISCHARGE DIRECTLY INTO MANHOLE. 5AA1 01E60, C4 9Z/60 - (X27 STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK WITH 11. PRIOR TO AWARDING WATER LINE CONTRACT, OWNER SHALL ADVISE PROSPECTIVE PHONE (r. / 280 - G32/ COMPANY REPRESENTATIVES. 6. THE CONSTRUCTION OF CONCRETE ANCHOR WALLS PER SDRSD NO. S -10, TYPE A. CONTRACTORS TO OBTAIN AND REVIEW CURRENT SAN DIEGUITO WATER DISTRICT'S NOTICE: ALL TELEPHONE SERVICES WITHIN THIS PROJECT BOUNDARY ARE 'UNDER - SPECIFICATIONS. GROUND INSTALLATIONS' FOR LOCATION OF CABLES AND APPURTENANCES CONTACT 7. ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH 42 -INCH MINIMUM COVER. THE PACIFIC TELEPHONE COMPANY. 12. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTION DEPARTMENT 48 HOURS TELEPHONE: 298 -0595. 8. THE FINAL LOCATION AND ELEVATION OF SEWER AND WATER LATERALS SHALL BE IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR INSPECTION OF PROJECT. 9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT THE UTILITY SHOWN ON ORIGINAL PLANS, PRIOR TO ACCEPTANCE OF WORK. 13. FILL AREAS MUST BE COMPACTED TO 90 %, PRIOR TO PIPE INSTALLATION. LEGAL DESCRIPTION AGENCIES, ADVISE THEM OF THE PROPOSED IMPROVEMENTS, AND BEAR THE COST OF 9. ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY THE DISTRICT ENGI- 14. APPROVAL OF THIS PLAN BY S.D.W.D. DOES NOT CONSTITUTE A REPRESENTATION AS RELOCATIONS, IF NEEDED. NEER IN WRITING PRIOR TO ACCEPTANCE FOR PUBLIC USE. TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR NON -EXISTENCE OF, PORTIONS OF LOTS 4, 5 AND 6 IN BLOCK W OF SEASIDE GARDENS ANNEX, IN THE CITY OF 10. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE 'UNDERGROUND INSTALLA- ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PRO- ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA PER MAP NO. 1801, RECORDED I NS.' FOR LOCATION OF CABLES AND APPURTENANCES CONTACT TELEPHONE: 942- 10. FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE INSTALLATION. ' AUGUST 6, 1924 9944 ASSESSORS PARCEL NUMBERS: 256-411-15,17 & 25 11. THE CONTRACTOR SHALL NOTIFY THE DISTRICTS' INSPECTION DEPARTMENT 48 HOURS 15. ALL EXISTING FACILITIES WHICH MAY EFFECT FINAL DESIGN, I.E., LINE CROSSINGS, LINE PARALLELING O PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR 11. POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE SHOWN THE 'AS- IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR INSPECTION OF PROJECT. PROPOSED UTILITIES CROSSINGS OR WITHIN 10 FEET OF PROPOSED WATER MAINS BUILT' IMPROVEMENT DRAWINGS. ALL SOURCES SHALL BE LOCATED WITHIN THE DEDICATED RIGHT -OF -WAY, OR WITHIN EASEMENTS DEDICATED TO THE CITY OF 12, THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD OF SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS ENCINITAS. ONE YEAR AFTER THE DATE OF ACCEPTANCE OF THE WORK BY THE OWNER AND SHALL UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY WATER DISTRICT. REPAIR OR REPLACE ANY OR ALL SUCH WORK, TOGETHER WITH ANY OTHER WORK n 16 WHICH MAY BE DISPLACED IN SO DOING, THAT MAY PROVE DEFECTIVE IN WORKMAN- . WATER CONNECTIONS TO COMMERCIAL DEVELOPMENTS SHALL HAVE AN APPROVED 12. NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE RELOCATED OUTSIDE BACKFLOW DEVICE INSTALLED TO THE DISTRICTS SATISFACTION. BACKFLOW DEVICES m THE AREAS TO BE PAVED. SHIP AND /OR MATERIALS WITHIN THE ONE YEAR PERIOD FROM DATE OF ACCEPTANCE ARE TO BE INSTALLED DIRECTLY OUTSIDE CITY OR COUNTY RIGHT -OF -WAY 13. OR OUTSIDE I o WITHOUT EXPENSE WHATSOEVER TO THE OWNER, EXCEPTING ORDINARY WEAR AND WATER DISTRICT EASEMENT. REPAIR, MAINTENANCE AND ANNUAL TESTING OF W e5r,4 /ES SHALL PRO✓ /L7E TR(AE Z' ,!?OFF /1N0 ALLOT✓ TEAR, UNUSUAL ABUSE OR NEGLECT. BACKFLOWDEVICESARERESPONSIBILITYOFOWNER. ME 001V DECLARATION O F RES P O NSIBLE CHARGE 1142 ES!`APE a&' L /G4T ABOVE THE NOiP/ZONTAL. I 1 001V",4070,9 SHALL REpUEST FROM THE C /TY EN6/ EA/ERS 13. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE CITY ENGINEERING DEPARTMENT 17. MINIMUM HORIZONTAL SEPARATION OF 10' REQUIRED BETWEEN FIRE HYDRANTS AND OfF /CE A P•PEC6W6%rPCVr10W MEETiI V AND S//gLL ~V110E FOR AN RK EXCAVATION WITHIN EXISTING CITY RIGHT -OF -WAY. SDG &E.VAULTS. t HEREBY DECLARE THAT I AM THE ENGINEER OF WO FOR THIS PROJECT, THAT I HAVE i1 AT LEAST % HOURS' OIL NOT /CE FOR SUCH A MEETlAV EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN 15 ME G�VELOPE,P .Sy.9LL MAR.( 7X/E" LOCAT/GYV U'� EACY1 SEN/ER 14. "AS- BUILT" DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF THE 18. UTILITIES TO MAINTAIN MINIMUM 5' SEPARATION WHEN PARALLELING WATER SERVICES. SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSIS- j . � LATERAL 40 w�ATER SE7PV /CE BY (`N/SEL /N6 THE LETTER „ S WORK. 19. CONTRACTOR AND DEVELOPER ARE RESPONSIBLE TO RELOCATE ANY EXISTING WATER TENT WITH CURRENT STANDAEi�S. ,4109 "W" ,PESPECT /t�EL, Y 2INCHES N /6N /NTO Tif/E f,4CFai , , ,f C'`G1PB. 15. THE DEVELOPER MAY BE REQUIRED TO GRADE AN ACCESS ROAD TO MAINTAIN ANY FACILITY (F.H., METERS, VALVES, VALVE BOXES, ETC.) THAT ARE AFFECTED BY ITS I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY PROJECT. / OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF 6. T</E AOORESS OF EACH LOT Sf/AL L BE PA /NTEO LW T//EC7/�PB /N A PUBLIC SEWERS CONSTRUCTED WITHIN EASEMENTS AND MAY BE REQUIRED TO DEDI- WORK, OF MY RESPONSIBLITIES FOR PROJECT DESIGN. MANNER AMP ZOrWT /ON AP 0 WVeq BY 1W /i{OSPECTOR. CATE ADDITIONAL ACCESS EASEMENTS TO MAINTAIN THE PUBLIC SEWERS. 20. CONTRACTOR TO SUPPLY DOCUMENTATION SHOWING THAT ANY ASBESTOS WATER I ` PIPES REMOVED FROM THE GROUND WERE DISPOSED OF IN A MANNER ACCEPTABLE BY 17 STOP LESENO ANO L /,� /T L /NE StNALL drE WN/TE T/,ERitfq�YAST /C P1� /NT. 16. THE CONTRACTOR SHALL FURNISH AND INSTALL, PER SPECIFICATIONS, THE APPROPRI- THE SAN DIEGO CO T WASTE DIVISION. 8Y: /gy JS 7 ATE BURIED UTILITY WARNING AND IDENTIFICATION TAPE ABOVE ALL PUBLIC SEWER GLEN K. VAN PESKI DATE f LINES INCLUDING SEWER LATERALS LOCATED IN PUBLIC RI -O� Y. 110E 41204 L \ r / � ✓ UL /TA- HUNSq,E�ER >< AS900/ATES SEWER NOTES (COONT /HUED) /� / -�� "3 V IEW 4 - = _ / 10179 HUENNEKENS ST• 7. WASTEWATER O/SCHARGE PERA�/ /TS ANO RZe/",B /NG .ARM /TS 3 M. H �� oCEA � SAN D /EGO, AI 9212/ ,0 PEOU /RED PRAW TO eVNNArr1GW TO SYSTEM. - w \ \ ' \ I (9;/9) 558 -4500 T re \ �8 `, t� OWNER'S AGREEMENT O' w IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS. \ xvo 14 ` l \l A5 - B(/ /L T IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A REGISTERED CIVIL L �l III ) \ \ L l \> ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR ADDITIONS TO THESE PLANS WHICH THE DIRECTOR OF PUBLIC WORKS DETERMINES ARE NECESSARY AND DESIRABLE FOR THE PROPER * COMPLETION OF THE IMPROVEMENTS. Q 9 4 �' 3 (SIGNATURE , r � I FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON THESE PLANS /J 2 J / WITHIN THE COUNTY RIGHT -OF -WAY WITHIN 60 DAYS AFTER THE ISSUANCE OF THE CONSTRUC- 1 � /f � J RC S � s 31 � � N � ATE TION PERMIT AND TO PURSUE SUCH WORK ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL COMPLETED, IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH THIS •� PROJECT OR UNDER MY CONTROL /A JUL /TA S /O KE Y "4P L EGEIVD PACIFIC 4 �� SHEET NUMBER ;4 67777 L/GNT OWNER: Gi6l M LTD., 4,11"1459 P.4er*ePS,U /P J sri < ARROYO OCEAN FIRE HYDRANT OR/VE b S/T o f 5 LOT NUMBER t ST NAME S/GN 6Y: G ? S L T, GENERW_ PA,P7 - HER w 6EWER L WE ?oFESS /04, BY: 4 C-- SEWER LATERAL w VAV q( 4. EIYr4RT PRES /OENT DATE Q F2� N.A. 5TE#1/4RT F /NfINC /AL , /AC. Z t� -IFS -WATER L /NE + L VIC INITY MAP -WATER LATERAL ENC /N /l/�S F /APE PiPOTECT /AV O /STiP /C N° 171 a (� aw =STORM DRA /N si �� BY (!) Z �} - y CI 1► .DONALD LOSS, P1PCyS /DENT L?.fTE NOT TO SCALE r FOF CAl1F�Q G D. G. I A14C Ld (j) \� KEY MAP IQ-GY !0/20/9¢ Z Q` z DATE 3 O Z p = vlslotus APPROVED DATE REFERENCES DATE BENCH MAf�C SCALE SAN DIEGUITO WATER DISTRICT APPROVALS CITY OF ENCINITAS .ENG INFER /N6' DEPARTMENT DRAWING N0. W Q LL AS A L�l/ /LT DESCRIPTION SAN DIEGO S DISC BENCH PLANS PREPARED UNDER SUPERVISION OF RECOMME DED A OV IMPROVEMENT PLANS FOR: s MARK NO. O ABUTMENT ON THE N.E.CORNER HORIZONTAL DATE 140. BRASS DISC ON A BY: BY: 33851 0 CONCRETE AB OF A R.R. BRIDGE THAT OVER PASSES �7 R.C.E. NO.: 41204 �/� DATE: �- 0� TM 8 196 ENCINITAS BLVD 8 VULCAN AVE. U.SC.BGS VERTICAL DATE: �. // -� ENGINEER ELEV. = 77.49. AP VED Mfi� GLEN K. VAN PESKI EXP. 3 -31 -95 WORK PROJECT NO. SHEET I OF 8 A lz 141370 LEGEND WORK TO BE DONE LEGEND WORK TO BE DONE S -D.R- S.D. QUANTITY 1 W A.C. OVERLAY 9,630 SF 4 A.C. /8"A.B. PAVING 27,100 SF 6" TYPE "G' CUR8 & GUTTER G -2 1,920 LF 7 I I 6' A.C. BERM G-5 50 LF 4' P.C.C. SIDEWALK r' G -7 7,890 SF 2.1 T ?f 2y� > y 2 _ Z 5 P.C.C. DRIVEWAY . G -14 1,840 SF PEDESTRIAN RAMPS, TYPE A . G-27 4 EA G "TYPE 'C "CURD d� 4" P- CC. 5AoEWA1- A NGLF'P/NG) GUTTER PEW S.RA'SO G Z PEA" S - D RS. D. G - 7 TYP � � + STREET NAME SIGN OS - 13 2 E 4 M /N" UNDER CURB 4;4. C/ 8 "A.B. (MIN.) PAVEMENT- �j ,r STOP SIGN 2 EA SEE GENERAL NOTE 2 J Ins SURVEY MONUMENT M -10 4 EA MOD /F /ED TYPE A C11" INLET, // VIA L I/VDA DEL SU/P (.SECT /G1/ 4 -AJ ° - 0 ; 100 W NPS STREET LIGHT E -1 5 EA CAL L E DE ADELE ,;' — s — 8•V.C.P " /P. V.0 9EWERA4A /N S-4 630 LF N. T. S. SEWER MANHOLE S-17 3 EA \„ � ADJUST MANHOLE RIM TO GRADE 2 EA �4 SEWER CLEANOUT S-3 2 EA COLD PLANE OR GEC //✓TJ TO i //-'>E / I I----0S 4' SEWER LATERAL S-13 15 EA / "171i,/ /MUM / 'WATER OVERLAyel101/ L /NE - —W t`PIZ C lg7AYgTERA/A /N(�L /50) 37ZGF W S' PVC C -.V W4r&A'MA /N(CL -/50) ?68 LF /2" PGC C -dIAO IYgTE�PMA /N(CL - /50� &J LF < RiMO✓E -,PEPLACE AC NSF" 1 EA 5 TYP. /8' 55 , 1 4-51 _ 8 GATE V ALVE /Eq / OVEJPLAY EX /ST. EDGE WR /ES 1 " MAR T -/O - 2 EA 2' BLOW OFF P-4© EA 3 EA Qc PAI� ZY Zy 2 / -4'4W METER P -2* /5 EA ZY l W/Rlu- / "AAVze - srAo 7 ' 1� EX /ST. A. C. — — -- (- 4�$ UeAWA ^/AL CR , F/QL� P -t * 2 EA Nr'zmwr W /"4wjER 174V,6A�NT N) —010-- w— 120 AWE 04LVE 2 EA 4ENER.4L NOTE ? SO /LS ENG //LEE,P TO I�ER /FY THE ADEDUACY OF EX /ST //W PAVEMENT TYPE "B' CURB INLET D -2 3 EA 6 " "TYPE ' "G "CURE i CUTTER AND 0VERL.4Y TO SAT /SFACT/GYV OF PER Sc D. R. S. D. C7-? Tf/E C/TY ENG INEER TYPE 'A' CURB INLET D -t 3 EA P "A. B. M/N /MUM UNDER C PB TYPE "A' CLEANOUT D -9 7 EA y _ Z. TYPE'G' CATCH BASIN D-8 1 EA m OCEAN V/EW AVENUE /01LOO TO /St ?O N. T$. 6== C.S.P. INLET D -16 1 EA a 2Y RCP STORM DRAIN 13WD UNLESS OTHERWISE NOTED 373 LF , - -- z m -- — 18' RCP STORM DRAIN 1350D UNLESS OTHERWISE NOTED /527LF 4'-1'641 Cc sal(CGYVERr D 2WI4 ,9P LF 56' 7.4'w /'6-Wr 80,Y aA &&AlT D-XA 26 L.F. /d • SAN DIEGUITO WATER DISTRICT STD. DWG. NO. S' /8 55' 4.5' INTER /OR STREETS 727 A1,4kE MEgNDER /MS S1L:EWAL.K5 Atse L4NOSC,4)rL° 41 4,4N8. m REMOVE m 1s'jAl6 N EX /ST. EOGE OF P.4vF,yENT 2: / n x EX /ST. A. C yr ,4.0 /8 'AB (ti/ /N) PwkEMENT .,wE GENERgL NOTE 2 6 "TYPE "G "CURB `GUTTER F'E4 SL? G-2(7 4 "A -B- .N /N /NUM f/NGL�R CUPB OCEAN VIEW AVENUE /.5 ?O TO /6 X62 TYP° /C,4L STiPEET SECTIONS Li -i , z K, VAN Ar`FZG' N& 41204 �m (j) O &W 3-M�gf (n z �� CIVI ?�P Ld (n , 9l OF CAl \E w W u Z Q� Z U 0 0 REVISIONS APPROVED DATE REFERENCES DATE MAa( SCALE DESIGNED BY 1 DRAWN BY CHECKED BY 14��V1�s Z C) I CITY OF ENCINITAS .ENG' /NEE�P/NG DEPARTMENT DRAWING NO. W Q 0- AS-6U /LT II- PLANS PREPARED UNDER SUPERVISION OF RECOMME DED A DV IMPROVEMENT PLANS FOR: SEE SHEET I HORIZONTAL I, ° 20' DATE _ BY: BY: VERTICAL 4� " 7id R.C.E. NO.: 41204 DATE: �/ DATE: TM 89 PP ZTTE ENGINEER E XP. 3 , \ GLEN K. VAN PESK - WORK PROJECT N0. SHEE� 2 OF ` •� i 's . . . . . . . . . . . . . . . . . . . . . . . . . . . ............... ...... . MNM',� Lm MM ' MMUC=== ...... MMMMS 2, L M M =M . .............. ........... W . . . . . . . . . . . I M.M.W. -M'=' W . . . . . . . . . . . . . . . . . . . . . . . . .=mmCmCCm=== . ... . . . . . . . . . . . . . . . . . . 3U ME. 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COMPACTION � - --- ---- ------- i TYPE G2 CURB - - - -- CALLE DE ADELE — GONCRETE CURB, GLU77ER 8 5IDELU,4L< > SECTION A -A' N.T.5. \\ \ O \ A - w LOT 3 i L' i LOT 1 `f O LOT 2 25 D S Cq p STC/ F��� O i natur A y CASAF I'ALPH STONE \ j 1 �o f;;7-,> 7 --I & ASSOCIATES L._._._._. _._._._._._._._._._._._._ ----- i_._._._._._._._._._.-.-._.-._._._._._.-._._._. _._._._._._._._._._._._._._,_._ _._._._._._._.- _ _._._._.L._._._._._._ _ ...................................... - -- - -- LANDSCAPE ARCHITECTUFAE PLANNING 777 S. HWY. 101, SUITE 201, SOLANA BEACH, CA 0 Zib 40 $m DATE= 8 / JOB 0 94 -0808 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT Y APPROVALS CITY C>F ENCINIIITAS ENGINEERING DEPARTMENT DRAWING N0. PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED DATE: 8/7/96 1 ^^--'' , AS -BUILT LANDSCAPE PLANS FOR MEANDERING HORIZON lk 4 _Am . RALPH W. STONE REGISTRATION � SIDEWALKS, OCEAN VIEW ESTATES 3385 -I VERTICAL NUMBER: 1459 DATE: -23 -W DATE: ENCINITAS, CALIFORNIA LANDSCAPE ARCHITECT EXP. 6/30/97 TM -89 -196 WORK PROJECT No. SHEET 1 OF 2 7 - - - - - --- - - - - - --- --- ------ — - - - - - - - - -'-'- --- - -' -'- - --- - - -'-'- -' - ----- ------ ------ - - - - - - - --- --- ------- -------- ------ -- - ------ \,- ------------ ------------------------ ------ -------------- ---- - - - -- -- - - - - - - - - - - - - ........... ...... . Li LOT 12 F, LOT 13 ...... - ... LOT 14 2 r_R 2 LOT 15 ............ . ........ F7 ---- ------ --------- ----- > - ----- --- - V114 LINDA DEL SLIER 7 U) El _71 LOT 11 0 > LOT 7 LOT a 2C ............. ..... .. ..... LOT e ........... ...... LOT 10 38R it O 24fR j - --------------------- ---------- ---------- --- ---------------_--------- ------- ...... - — -_--------------------- ----------- --- - L E f;; E\ STONE ------ ------- ...... ...... FL,4TLIJOfR< - SECTION 4-4 &EE DETAIL SHEET 1) r-14TCHL INE SEE SHEET I newil Da ate PARKUJAY L,4ND5C,4f='E RALPH STONE & ASSOCIATES LANDSCAPE ARCHITECTURE PLANNING 777 S. HN 101, SUITE 201, SOLANA BEACH, CA 0 20 40 80 DATE: 8 l7l9ro JOB 0 94_0808 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT DESIGNED BY DRAWN BY CHECKED By APPROVALS CITY OF E= ENGINEERING DEPARTMENT DRAWING NO. PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED AS—BUILT LANDSCAPE PLANS FOR MEANDERING HORIZONTAL 1"=20' DATE: 8/7/96 B Y: SIDEWALKS, OCEANVEW ESTATES RALPH W. STONE REGISTRATION VERTICAL LANDSCAPE ARCHITECT NUMBER: 1459 DATE: DATE: TM-89-196 ENCINITAS, CALIFORNIA EXP. 6/30/97 WORK PROJECT NO SHEET 2 OF 2