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2011-327 CS (Plans)0 0 0 N m N N a m 3 w w m m 0 m m 0 3 a a GENERAL IMPROVEMENT NOTES PUBLIC SEWER IMPROVEMENT PLANS CITY OF ENCINITAS TRACT 89,431 CARDIFF SANITA TION DISTRICT 1. A PERMIT SHALL BE OBTAINED fROM THE ENC /NIMS ENGINEERING ALL WORK SHALL BE DONE IN ACCORDANCE WITH 7HE STANDARD SERVICES DEPARTMENT FOR ANY WORK WITHIN THE S7REET RIGHT -OF -WAY. SPEC/RCA770NS FOR PUBUG WORKS CONS7RUC770N, (LA7FST ED(770M), THE SAN DIEGO STANDARD SPEC /AL PRONS/ONS TO THE STANDARD 2 THE STRUCTURAL SECTION SHALL BE /N ACCORDANCE WIN C/TY OF SPEC /RCA 77CVVS FOR PUBLIC WORKS CONSTRUC770N, (ADOP7FD BY THE SAN ENCINITAS STANDARDS. R VALUE TESTS SHALL BE REQUIRED PRIOR TO DIEGO REGIONAL STANDARDS COMMITTEE), THE SAN DIEGO REGIONAL CONSTRUCTION. STANDARD DRAWNGS (LA7FST ED1770N) AND THE FOLLOWING SPEC /AL J. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT PROVISIONS. CONS777U1E APPROVAL OF ANY CON57RUC77CN OUTS /DE THE PROJECT BOUNDARY, 1. 7RENCH 1007H SHALL BE PER SORSD NO. S -4 UNLESS 07HERWSE 4. ALL UNDERGROUND UALIT7ES W THIN THE STREET RIGHT -OF -WAY N07ED. SHALL BE CONSTRUCTED, CONNECTED AND 7FS7FD PRIOR TO CON57RUC77CN 2. PIPE AND BEDDING COND 177ONS.• OF BERM, CURB, CROSS GUT7FR AND PAWNG. (A) ALL PIPE 57•/ALL HAW 4" MINIMUM OF 314 /NCH CRUSHED ROCK 5. THE EXISTENCE AND LOCA77ON OF EXIS77NG UNDERGROUND FACILITIES BENEATH THE P /PE. SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE REVIEWED BY: RECORDS. TO 7HE BEST OF OUR KNOWLEDGE, THERE ARE NO 07HER (B) V.C.P. AND A.B.S. 7RUSS PIPE BEDDING fROM BOTTOM OF PIPE TO 12 EXIS77MG U77LI77ES EXCEPT AS SHOWN ON THESE PLANS HOWEVER, THE INCHES MIN /MUM ABOVE THE PIPE SHALL BE SAND, GRAVEL, CRUSHED CONTRACTOR IS REQUIRED TO TAKE PRECAU77ONARY MEASURES TO AGGREGA 7E, NA 77 fFEE- DRA /NING GRANULAR MA 7FR /AL HA 14NG A SAND PR07ECT ANY EXIS77NG FACILITIES SHOWN HEREON AND ANY OTHER WH ICH EQUIVALENT OF 30 OR BET7FR. IS NOT OF RECORD OR NOT SHOWN ON 7HESE PLANS -� �� p1 4 5708 Calzada Dal Bosque * P.O. Box 9661, Rancho Santa Fe, CA (C) P. VC. AND AB.S SOLID WALL PIPE BEDDING fROM 80 T70 OF PIPE TO 6. LOCATION AND ELEVATION OF IMPROIEMEN7S TO BE MET BY WORK TO 6. DONE SHALL A ELEVATED BY RELD MEASUREMENTS PRIOR TO 12 INCHES MIN /MUM ABOVE THE PIPE SHALL BE 314 /NCH CRUSHED ROCK. CONS7RUCT7ON OF NEW WORK. CONTRACTOR WILL MAKE EXPLORATORY A.B.S. SOL /D WALL PIPE MAYBE USED ONLY WHERE PIPE INVERT GRADES EXCAVA7701VS AND LOCA7F EXISwd UNDERGROUND FACILITIES 571fnaEN77 Y ARE 1R' OR GREAlFR. AHEAD OF CONSTYUC770N TO PERMIT REVISIONS TO PLANS IF REWSTOVS J. AFTSR COMPLE770N OF PIPE LAYING, 9L4 MAIN UNE SEWERS, SEWER ARE NECESSARY BECAUSE OF ACTUAL LOCH77CVV OF EXIS77NG FACILITIESS, SERVICE LA7FRALS AND STRUCTURES Si/ALL BE 7FSTSD IN THE PRESENCE 7 THE CON7R4C7OR SHALL N077FY SAN DIEGO GAS AND ELECTRIC OF THE INSPECTOR. AIR PRESSURE 7EST SHALL BE USED UNLESS COMPANY PR /OR 70 STAR77NG WORK NEAR COMPANY FACILITIES AND SHALL OTHERWISE DIRECTED BY THE INSPECTOR. COORDINA7F HIS/HER WORK WITH COMPANY REPRESENTA77VES 4. THE C01VS7RUC712V OF P.C.C. SEWER MANHOLE SHALL BE PER SORSD NOVICE ALL ELEC7R /CAL AND GAS SERWCES WITHIN THIS PROJECT NO S-17. POURED IN PLACE MANHOLE BASES SHALL BE A MONOL /1N /C BOUNDARY ARE 'UNDERGROUND /NSTA4LA77CVVS ". FOR LOCA7701V OF POUR RNISRED COMPLETE AT 77ME OF POUR. PRECAST MANHOLE BASES ELECTRICAL CABLES AND GAS PIPING AND APPURTENANCES CCN7ACT SAN" ARE ACCEPTABLE FOR USE WITH 8 -INCH COLLECTOR SYS7FMS WITH DIEGO GAS AND L7EC7R /C COMPANY. 7tLEPHONE (800) 422 -4133. INSPECTOR'S APPROVAL. 8. THE CONTRACTOR SHALL IV077FY PACIRC BELL PR /OR TO STAR77NG WORK NEAR COMPANY FAC/L/IIES AND SHALL C0070 /NA 1F HIS/HER N�ORK 5. THE CONSTRUC770N OF 4 - /NCH SFWFR LATERAL PER SORSD NO.'S WITH COMPANY REPRESENTA77VES. S -13 AND S -14. LATERALS SHALL NOT DISCHARGE DIRECTLY INTO MANHOLE. NOTICE; ALL 7ELEPHONE SERVICES W97N /N THIS PROJECT BOUNDARY ARE "UNDERGROUND INSTALLA770016. FOR LOCA772N OF CABLES AND 6. THE C0NS7RUC110N OF CONCRETE ANCHOR WALLS PER SORSD N0. APPURTENANCES CONTACT PAC /RC BELL. PHONE (800) 422 -4133. S -10, TYPE A. 9 IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT 7. ALL MA /NS AND LA7FRALS SHALL BE CONSTRUCTED WITH 42 - /NCH UTILITY, AGENCIES, ADVISE THEM CF THE PROPOSED IMPROVEMENTS; AND MINIMUM COVER. BEAR THE COST OF RELOCA7701VS, IF NEEDED. 8. THE RNAL LOCA7701V AND ELEVATION OF SEWER AND WATER MAINS 10 ALL 7ELEWS/ON SERVICES WITHIN THIS PROJECT ARE 'UNDERGROUND AND LA 7FRALS SHALL BE SHOWN ON ORIGINAL AS -BUX T PLANS, PRIOR 70 INSMILA77ONS.•. FOR LOCA77ON OF CABLES AND APPURTENANCES' CONTACT ACCEPTANCE OF WORK. (800) 422 -4133. 11. POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE 9. ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY THE SHOWN ON THE 'AS- BUILT" IMPROVEMENT DRAWINGS. ALL SOURCES SHALL D /S77?/CT ENGINEER IN OR177NG PRIOR 70 ACCEPTANCE FOR PUBLIC USE BE LOCATED WTH /N 7HE DED /CA7F0 RIGHT -OF -WAY, OR WTHIN EASEMENTS f0. RLL AREAS MUST BE C04tPAC1FD TO 90:6 PR /OR TO PIPE DE TO THE aTY OF ENC /N /TAS /NSTALLA110V 12. NO PAVING SHALL BE DONE UN77L EXIS77NG POWER POLES ARE RELOCA7FD 0117SIDE THE AREAS 70 BE PAVED. 11. 7HE CONTRACTOR SHALL IV077FY THE DIS7RICrS RELD OPERA7701VS 13. ALL LUMINAIRES SHALL PROVIDE 7RUE 90- DEGREE CUTOFF, AND D/NS10N 46 HOURS IN ADVANCE OF BEGINNING WVRK TO ARRANGE FOR ALLOW NO ESCAPE OF LIGHT ABOVE HORIZONTAL. INSPEC7701V OF PRO,ECT. PHONE NO (760) 633 -2770 14. THE CONTRACTOR SHALL REQUEST FROM THE ENGINEERING SERVICES' 12. CCW7R4CTi7R SHALL 06TA /N A PERMIT FROM THE CITY'S ENGNEER/NG DEPARTMENT A PRE- CONS77?UC77CN MEE77NG AND SHALL PROVIDE AL SERVICES DEPARTMENT FOR ANY EXCAVA77CN WITHIN EXIS77NG aTY LEAST 48 HOURS OF NOTICE FOR SUCH MEE77MG. PHONE (760) 633 -2770. RICH TS- OF- WAY. 15. THE :0EVFLOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR 13. THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL A>�RK WHICH /S OR DESIROYFO STALL BE FOR A PERIOD OF DIVE YEAR AFTER THE DATF OF ACCEPTANCE OF THE RF- E$rA81f REPLACED RE-ES D LAND AND REPLACED BY A REGISTERED CIVIL ENGINEER OR WORK BY THE OWNER AND SHALL REPAIR OR REPLACE ANY OR ALL SUCH LICENSED LAND SURVEYOR. WORK, TOGETHER WITH ANY 07HER WORK WH ICH MAY BE DISPLACED /N SO 16. THE DEVELOPER SHALL MARK THE LOCA7701V OF EACH SEWER DOING, THAT MAY PROVE DuEC77w IN WORKMA NSHIP AND /OR MATER /ALS LATERAL AND W,47FR SERVICE BY CHISELING THE LETTERS "S' AND 'W" W17N /N THE ONE YEAR PERIOD fROM DATE OF ACCEPTANCE WITHOUT RESPEC77IELY, 2 INCHES HIGH IN 70 THE FACE OF THE CURB. EXPENSE WHA7S'OEVER TO 7HE OWNER, EXCEP77NG ORDINARY WEAR AND TEAR UNUSUAL ABUSE OR NEGLECT. , 17 THE ADDRESS OF EACH LOT SHALL BE PAINTED ON THE CURB IN A MANNER AND LOCA77CVV APPROVED BY 771E INSPECTOR 14. CONTRACTOR SHALL FURNISH AND INSTALL, PER SPEC /RCA772VS THE APPROPR/A7F BUR /ED U77LITY WARNING AND /DEN77RCA7701V TAPE ABOVE 18. ALL WORK SHALL BE DONE /N ACCORDANCE WIN THE STANDARD ALL PUBLIC SEWER LINES, AND POR77ONS OF SEWER LA7FRALS LOCA7FD SPEGRCA772V5 FOR PUBLIC WORKS COINS7RUC772V ( LA7EST E017TON), THE W4THIN PUBLIC R /G•1T- OF- WAY OR EASEMENTS SAN DIEGO STANDARD SPEC /AL PROVISIONS TO THE STANDARD SPEC/RCA77CNS FOR PUBLIC WORKS C0NS77?UC77C N (ADOPTED BY 7HE SAN 15. FOR SEWER LA7ERAL TABLE, SEE SHEETS 8 THRU 11. DIEGO REGIONAL STANDARDS COMMITTEE), AND THE SAN DIEGO REGIONAL STANDARD DRAWINGS (LATEST ED 17701V). 16. "AS- BUILT" DRAWINGS MUST BE SUBMITTED PRIOR 77 RNAL ACCEPTANCE OF THE *VRK. 1. THE EXISTENCE AND LOCA77CVV OF UNDERGROUND U77LITY PIPES AND STRUCTURES SHOWN ON THESE PLANS AERE OBTAINED BY A SEARCH OF 17 THE DEVELOPER MAY BE REQUIRED TO GRADE AN ACCESS ROAD TO AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO MAINTAIN ANY PUBLIC SEWERS CONSTRUCTED W17N /N EASEMENTS AND MAY EXIS7TNG U77LI77ES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER.• BE REQUIRED TO DED /CA 7E ADD17701VAL ACCESS EASEMENTS TO MAINTAIN THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAU77CVVARY MEASURES TO 7HE PUBLIC SEWERS PR07ECT ANY EAIS77NG U77LI77ES OR STRUCTURES LOCA7ED AT THE HVRK SITE. IT IS THE CONTRACTOR'S RESPPOVS/B/UTY TO CONTACT THE FOLLOWNG 18. WASTEWATER DISCHARGE PERM /75 AND PLUMBING PERM /1S ARE DISCHARGE P OWNERS OF SAID U77LI 77ES OR S7RUC7URES PR /OR TO ANY EXCAVA770N, REQUIRED PRIOR TO TO SYSTEM. FOR WRIRCA7701V AND LOCA77OV OF U77U77ES AND NO77F7C477CN OF COMMENCEMENT O' WORK 19. NEW SEWER MA /NS LESS THAN 36 INCHES IN DIAMETER SHALL BE INSPECTED BY CLOSED C/RCU /T 7FLEWWON AFTER COMPLET70N OF NO T/Fi CA TONS TRENCH ING BACKRLL AND RN /SHED GRADING BUT PR /OR TO PLACEMENT PAVEMENT OR PERMANENT 7RENCH RESURFAGNG. CONTRACTOR SHALL 4 a. Sewers- Cardiff Son /tat /on District PRO WDE FOR TFLEWSION /NSPEC77CN. (SEC. 306 - 1.4.8). b. Gas & Electric - SVG&•E (800) 422 -4133 c. Water -- Oivenha /n M.W.D. (760) 753 -6466 d. Te lephone - Pac Be// (800) 489 -3441 e Daniels Coblews /on (760) 438 -7741 s f. Underground Service Alert (800) 422 -4133 2 CONTRACTOR SYfALt N07TFY THE C/TY ENGINEER'S OFRCE 48 HRS PRIOR TO BEGINNING ANY WOK ON 7HIS PROJECT. PHONE (760) 633 -2770 3 7HE CCVVTRAC70R SHALL G1W 24 HOURS N017CE ON CALLS FOR INSPEC772V. PH (760)633 -2770. ALL WORK PERFORMED W7HOUT BENEFIT OF INSPEC770V WLL BE SUBJECT 70 REJEC77CN AND REMOVAL. C MANlTE owN6R/ APPRI)V�4L UPDATE /V /tA 41Z/15 REIVISIONS APPROVED I DATE I REFERENCES yl: WOK44 «V:y. r-71 a` RFy -SED R R1 VPDR-'TEA .M,;VA -7t2_911-2, OWNER'S CERT /F /CA TE 0 I HEREBY AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON THESE PLANS WITHIN EXISTING CITY RIGHT- OF-WAY WITHIN 60 DAYS AFTER ISSUANCE OF THE COVS7RUC7701V PERMIT AND TO PURSUE SUCH WORK AC77tELY ON EVERY NORMAL WORKING DAY UN 77L COMPLE7FD, IRRESPEC77VE AND INDEPENDENT OF ANY OTHER KVRK ASSOCI47FD WITH THIS PROJECT OR UNDER MY CON7ROL. TORREY PAC /RC CORPORA 77ON BY D is Y: 7012 M'" AffiAVE- 5FOA KagES LP 8110 MESA Qlat ROADl SuffL ZOO SAN 01640 CA gtitt OWNER'S CERTIFICA TE I (WE) HEREBY CER77FY THAT A REGYS7ERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED 70 SUPERVISE* OVER ALL GRADING AC7714TY AND ADVISE ON THE COMPAC77ON AND STABILITY OF 7HE SIZE. 719RREY PACIFIC CORPORA77ON DA r D,dtac �s /, DANIEL B. ADLER A REGISTERED ONL ENGNEER /N THE STATE OF CAUFORNIA, PRINCIPALLY DOVNG BUSINESS /N THE FIELD OF APPLIED SOUL MECHANICS HEREBY CER77FY THAT A SAMPLING AND STUDY OF THE SOIL CGVDI770N5 PREVALENT WTHIN THIS S/TF WAS MADE BY ME OR UNDER MY DIREC77CYV BETWEEN 7HE DA ZES• APRIL AND X/NE 1999 - ONE COMPLETE COPY OF 7HE SOILS REPORT COIVPKED FROM THIS STUDY, W hY MY RECOMMENOA7701V3 HAS 8E1N SUBMITTED M 7HE aWCF OF THE CITY ENGINEER. FURTHERMORE, I HAVE RENEWED 7NESE IMPROVEMENT PLANS AND CER77FY 7HAT THE RECOVMENDA77ONS INCLUDED IN THE SOLS REPORT FOR THIS PRO,ECT HAVE BEEN INCORPORATED IN 7HE IM WRIFMEHT PLANS AND SPE06RCATONS. -SIGNED, • DA lE Z,3Q- J ROE NO. 36 7 EXPP, DATE 6 -30-00 I� 1 o6 DECLARA TION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM 7HE ENGINEER OF N>7RK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER 7HE DESIGN OF THIS PROECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT 7HE DESIGN IS COVS/SIENT W17H CURRENT STANDARDS I UNDERSTAND 7HAT 7HE CHECK OF THE PROECT DRAWINGS' AND S°£Lm477ONS BY THE GTY OF EWCYNITAS IS CONFINED 70 A REVIEW ONL Y AND DOES NOT REL/EW ME, AS THE ENGINEER OF WgRK, OF MY RESPaVSIBIU77£S FOR PRO,ECT DESIGN. LARET ENGNEERING COMPANY, INC P O BOX 9661 RANCHO SANTA fF, CA 92067 ( 56- 374 FOX (658 756 -423 l ll /l No. 29375 7 • ow. 3-31-03 • CND BY DATE.• OF CAV JAMES A. LARET, R 29375 LXffiW EXPIRES 3l-qV6V3 3 �IJ�I ILEGAL DESCRIPTION LEGAL OESCYNP770111 OF THE LAND SHOWN ON THE 7EWTA77W MAP.• POR77O1/S OF GOVERNMENT LOTS 3, 4, 6 & 7 ALL IN SECTION 4, 7O WSHIP 13 SOUTH, RANGE 3 NEST, SAN BERNARDINO MERIDIAN, IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING 70 UNITED STATES GOV RwWT SURVEY APPROVED OCTOBER 22 1923 (SEE R OF S 16213) COMPLETE TAX ASSESSOR'S NUMBERS ARE. 264 - 033 -f0 & 11 TAX RATE AREA: 73001 '??,0 ES. N A Oy ��S A Cq�I F2�y No.29375 w No.29375 Exp. 3-31-11 Exp. 3 -31 -09 CIVIL \P sTCAA 0 �P OF CALIF qr OF (;AUF F F-64 PRd IrAL., : 04" 71 ❑LIVENHAIN MUNI IPAL WATER DISTRICT I CARDIFF SANITATION DISTRICT REVIEWED BY.° 77 ote REA PPRovA L: 0.0 DATE I BENCH MARK SCALE v I PARK,::, COUNTY BENCH MARK H -0028 1.1 M1. S. W. HODOES DAM, 15' NY Y OF HORIZONTAL N/A CIL HWY. BENEATH CONC. FLUME CENTER, HOWL. CONCC, CULVERT, S7D. TAB UkD 1938 -H28 -148. I VERTICAL N/P ELEV = 148.221, A.M.SL. NQUID29 REVIEWED BY.• /!!1- ----- 6/?0�0� Date iil Co Rill 1 Sr-IrEE WORK TO BE DONE THE IMPROVEMENTS CONSIST CF THE FOLLOWNG WORK 70 BE DOVt' ACCORDING TO THE PLANS, THE CURRENT CITY OF ENCINITAS ENGNEERING DEPAR7MENT STANDARD SPECIRCA77ONS, THE SAN DIEGO AREA REGOVAL STANDARD DRAWINGS LA7EST ED177CVV, AND THE STANDARD SPECTRCA7701VS FOR PUBLIC WORKS CONSTRUC7701V , LATEST ED177ON. ALL PUBLIC SEWER IMPROVEMENTS SHALL BE C01457RUC7ED IN ACCORDANCE W7H 7HE CARDIFF SANITATION DISTRICT STANDARD DRAWINGS AND SPEC/RCA77OVS. ALL PUBLIC W47FR .SYSTEM IMPROVEMENTS SHALL BE C01VS7RUC7FD IN ACCORDANCE WTH THE OLIIENHAIN MUNICIPAL WATER DISTRICT STANDARD DRAWINGS AND SPE)RCATTONS. LEGEND ITEM REFERENCE SYMBOL 8" P. VC. SEWER MAIN (SDR -35, U.N.0) & -4" SP- (OZ -`� SEWER MANHOLE rrk75j1- 01 ®SMY 4" P. VC. SEWER LA7FRAL fr-f-T SS -01 {� SEWER CUT OFF WALL � SP -OS 20 /:Zo 5D/ i EXISTING SPOT GRADES Q�orESS /c PROPOSED SPOT GRADES RNISH CONTOURS -' \z- No 36033 m 2° 1 RLL SLOPES 2.1 Exp 6 -30-08 (UNLESS OTHERWISE SHOWN) syT� 01V I P��� 2.• 1 CUT SLOPES 2° 1 °FCAuF° (UNLESS 07HERW4SE SHOWN) VIA,, SURFACE DRAINAGE (116') -� LOT NUMBER 23 R��e?7i DAYLIGHT LINE ti cnNi� �o SUBOMSION BOUNDARY - - -gyp CONCRETE ENCASEMENT S -7 Nc.36037 Iis Exp, 6 -30 -12 REFERENCE DRAWINGS FOR CONSIRUC77CYV OF PRIVATE ROAD AND S727RM DRAIN IMPROWWW7S, SEE DRAWING 6242 -G AND COUNTY OF SAN DIEGO IMPROVEMEWT PLAN L -13350 PUBLIC RECRE•AT /OVAL TRAIL TO BE" CONSTRUCTED PER CITY OF ENCINITAS DWG, 80. 6242 -6. NOTE: SEE SA4 EET CA F-Ok �WWVEW : l STATE WATER RESmZeC '°m7i�rc1 430ARD CERTIFICATE. NOTE: PRIVATE STREET AND DRAINAGE AND PUBLIC AEC. LIFA /L 144PR07/EMEN7S SAIOWAI OA/79ESE PLANS ARE FOR 11VF01eM4T 10N ONLY. RCF-Ee 70 CITY OF ENCIM /TAS PLAN A10. 6242 -G AND SAN DIEGO COUNTY 1-0350 FOR IMPR0VO4E1V7S TO BE CONSTRUCTED FOR C/TY OF ENCINITAS T.M. (39 -031. ig A/ O. I. - W. D. I. D. NO. 9 - 37C3/0 I 7 LANS PRE DUN R. SERVISIDN O ®� RECOMMENDED APPROVED PUBLIC SEWER IMPR ❑VEMENT PLANS F ❑Ri �Y- /i DATE, Z� 'D e R.C,E. NO., 29375 BY. BY+ RANCHO SUMMIT DRIVE CS -327 ENGI EE / Il i� CITY OF ENCINITAS T.M. 89 -031 JAMES A. LARET EXP. 3- 31- 2003 DATES /9To(d0 DATE+ r "Z6'd� SHEET -1 ❑F 11, WORK PROJECT NO. 108.99 U �7 a i� c f� b� eJ i / � 8 01 F ®RTUN � �� I ti -RANCH V QU/ygN� v� o I PREPARED BY= Y. •_ 0 ® DEPARTMEAIT OF PUBLIC WORKS � 92��fA2Q.P/7 � �t7�7YLC O c1�'1'LC� REVIEWED BY: VICINITY MAP CIVIL ENGINEERING a LAND PLANNING X SURVEYING )K G,RS, SURVEYING NO SCALE -� �� p1 4 5708 Calzada Dal Bosque * P.O. Box 9661, Rancho Santa Fe, CA (858) 756 -9374 92067 * FAX (858) 756 -4231 CIA TE XED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NE LANS PRE DUN R. SERVISIDN O ®� RECOMMENDED APPROVED PUBLIC SEWER IMPR ❑VEMENT PLANS F ❑Ri �Y- /i DATE, Z� 'D e R.C,E. NO., 29375 BY. BY+ RANCHO SUMMIT DRIVE CS -327 ENGI EE / Il i� CITY OF ENCINITAS T.M. 89 -031 JAMES A. LARET EXP. 3- 31- 2003 DATES /9To(d0 DATE+ r "Z6'd� SHEET -1 ❑F 11, WORK PROJECT NO. 108.99 U �7 a i� c f� b� eJ i / SECl101r A NOT TO SCALE GRAPHIC SCALE 1" =160' JAMES A. LARET DATE R.C.E. NO. 29375 EXP. 03131115 LOT31 -` (- A FTAPNo 14032 - 2 -520' f ✓ %/1 f t 11! (!i(j jl!( ( ,.- 0 1 i i�����if /fJliilllitll Uti1},11lt l;iii kl4 \1 j 1111111it \11111111tt \ \\ ' \ \ \ \ \' \ ��4 }\ \\ !q136 I! 1 ! I I 1 11111 VA\ l llA y \ill A1 %tt� A tf 1f /ffl /i /fJOftlit (t / /1t iI III pg tf111! 1!( 111!1 /!l �J ltt t tf J I f 1 J /i I i ,tir��l' ° iri� � ! ! s � v1 11vltvCvvy vv vv (ID I I It 1i 1 1 o/ r �o',fi / t % j ff /tR2i5 2// \.v® ( M Y 1 ( NOTE_ REFER TO 6857 -G FOR LOT GRADING. REFER TO 6242 -G FOR PRIVATE ROAD IMPROVEMENTS. TRAM /ACCESS LEGEND ITEM SYMBOL MATERIAL RECREATIONAL TRAIL ONLY ACCESS ROAD ONLY RECRATIONAL TRAIL & ACCESS ROAD DG OVER CLASS II BASE GLASS II BASE OG OVER CLASS 11 BASE LOT NO. SEWER STA. AT MAIN IE AT MAIN IE @ PL/ EASEMENT LENGTH OF LATERAL 1 28+81.90 566.13 568.09 38.0 2 27+25.11 561.66 563.34 24.0 3 25+64.92 550.84 552.52 24.0 4 23+82.36 540.61 542.29 24.0 5 22+49.44 539.95 541.63 24.0 6 19+53.74 538.02 539.66 22.0 7 6+43.14 633.99 635.48 14.5 8 5+55.90 634.85 637.44 69.0 9 5+60.90 634.81 637.47 73.0 10 33+71.60 654.29 665.59 5.0 11 35+58.89 663.87 685.17 5.0 12 35+4120 691.46 69322 28.0 13 11+29.60 625.05 626.40 7.5 14 13+26.64 632.98 634.33 7.5 15 14+60.47 642.51 643.86 7.5 16 15+91.18 656.17 657.52 7.5 17 17 +37.70 681.89 683.24 7.5 18 18+78.76 700.76 702.11 7.5 19 2+90.00 735.41 736.86 12.5 20 21 +69.53 732.12 733.47 7.5 21 23 +24.73 752.02 753.37 7.5 22 23 +19.73 751.38 755.69 155.5 23 6+67.55 757.12 758.47 7.5 24 8+76.95 765.99 767.34 7.5 25 15+61.94 811.70 813.15 12.5 26 15 +71.94 812.99 814.34 7.5 27 15 +30.94 807.71 809.06 7.5 28 16 +79.16 626.80 829.27 63.5 NEW IJ E l PASCO 1ARET SUITER & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway 101, Ste A, Solana Beach, CA 92075 ph 858.259.8212 1 fz 858.259.48121 pl®aengineering.com A. ND. 29375 Exp. 03/31/15 REVISIONS APPROVED DATE REFERENCES DATE BE BALMM SCAM DESIGNED BY DRAWN Y CHECKED BY APMOVAJ.S � OF ENCEWTAS 04GINMIR G DEP"T�1' DRAWWO NO, L FEVISEO sEkI DEsiGN THIS 4A. 7 Zq 3 COUNTY BENCH MARK H -0028 1.1 MI. S.W. HODGES DAM, 15' N'LY OF C/L HWY. BENEATH CONC. FLUME CENTER, HOWL. CONC. CULVERT, STD. TAB M KD 1938-H28-14B. ELEV.= 148.221, A.M.S.L. NGVD29 HDRIZONAL 1 " =40' VERTICAL 1 " =10' P A S P APED NDER THE SUPERVISION OF DATE: f3 R.C. E. NO. 2 JAMES A. LA ET EXP. 03 -31 -15 RECOMMENDED APPROVED BY: BY: DATE: DATE: 71291/ 13 PUBLIC SEWER IMPROVEMENT PLAN FOR: �Z."CHO ►J UAPA l 17707 `� CITY OFENCINITAS T.M. 89-031 c C�7 ®37 SHEET REPLACES A" SHEET SHEET 2B OF II I t Mulm IJ _.. EASEMENT NOTES r 20' WIDE EASEMENT FOR RECREAT10NAL I � _ e ° — \ \ \ \ �1' 1 \`\ \\ t \ 1 1 1 1 1 7 1 i l j #! 1 �t \ \ x TRAIL Pis PER MAP 14032 _° ° 1 1 \ \ t i i t l 1 l p 'E 5 1 j I i Q A 4 \ ° - \ \ \ \ \ 1 \ \ \ \ g•A �3y \ ti 7'57 "E ! 50 ( N�i��0�. 1��� \ \\ \ PUBLIC R EASEMENT TO 11E "f / 44 \\ \ \\ \� \ l t J 1 _I i � \ \ CARDIFF SANITATION DISTRICT f r� r — ° > ° / r ° / s r r \ \ \\ \ j 1 \ i\ \ , `LO1 J PER MAP 14032 — ° 1 — r f 7+ ! +Ob 1 +pyT t \STA. ! 1 4 5 EASEMENT FOR BIOLOGICAL 29 SPACE PER MAP 14032 tlt' f %g QO _ ✓ . . — \ \ � 10' WDE EASEMENT FOR INGRESS \ \ 0 AND EGRESS AND RELIC UTILITY 8 TRAIL PER CITY OF PLfPDSES TO THE QLIYEMiAIN m i- KNICIPAL WATER DISTRICT -- ., �i ..;• � �� � \ � � ` � � ENGi i TA S FRAIL STANDARDS DEDICATED PER MAP 14032 / (TYP. 29 lu SEWER NOTES _ �- / PROPOSED 6" PVC CL � l�J 1 / / ! / T t! tt J Jf ! J / t �.! J t ss � o / ! / / r / / _ ° _ ✓ / >J / J / J r / r // i J / / r / r J r / r / /J i r i/ / /// r r r / // / / r ° r �ij r r r �' r '�_ _ ____ _ _ - _f_ / I 1 I I t i ( f I I ( � t J \ \ \\ \\ \ \ \ \ \\ \ \1 \\\ \ \ \ \ \ —� _ W 200 WATER MAIN ISTALL 4 MAhf1OLE PER SDRSq 9+101 1 / J ! J — _ — — PER, 6242 —G INSTALL 4" SEWER LATERAL PiR SS -'O! 15i tsB %7 / DETALL SLOPE PROTECTION PER / SP 0 — - - - - -- _ — f # 1 s T / / P�SA. /{ I I ( I I { - -49A- -- n- --- -_- chi # / t \\ \fit \\ 466 x 7 _ _ � -/ � t� / 498 -r go r / / •l / % ✓ / % / 1 I / / -O / r ��liC�� - - ----" Cu ® —_ I t Yt t t v �.EX -- t I' i f' Ill f j \ . _ 502— — — — — � ( W30 1 t" ( I \ \ — _ 504---- -- — — ��0 " ' ' N6j� -� `' l -�j �` / - - -- / HV- 1 1.1 t I, { II j M - / t i ..„ , W 4264 4 T J. ..G �� F.. �j �� _ - - _ - ® ! ..# I +50.8 tt t S 534.4 535.1 f _ _ ? 'c i I o 1� — — _ — — 522 i I vv 1 a• ss33 �f, .M f t Gj ST l ( # j ( (h h / i- -__ � ._. __— - - - - - -_ .- - -- -618 —'""- ( 8 7R�1IL jPE!� CI Y; ) l # i I t I { I ( ( ( (! 1 ! f 15'_WILE. SEiaEFt -RECESS" — __ — — — — — — — — // - / XI 1t Shll -05 ( ENCINITAS Tf?AIL ROAD AND REC. TRAIL _ g ) ~ r r /RtM 427. 9.50 STANDARDS (TYPJ ° ! jl . OUT = 419.40 E ISTING 30' SEWER EASEMENT TO CARDIFF SEWER LINE A SEWER DATA TABLE - LINE "A" ' J ITATION DISTRICT PER DOC. 90 -261544 it ��TC+ [DE R �T A 1LT C. 5 -14-90 OF O.R. G 30' EGLESTRIAN TRAIL ® Y a 1-dtuN GRAPHIC SCALE 1 " =40' EASEMENT DEDICATED PER MAP 12816 1140' 0 40 BO 120 MX JAMES A. LARET R.C.E. NO. 29375 EXP. 03131115 REVISIONS tvtst�i DESI ILi'T IICfY A/ "An N DATE .. mei DATE COUNTY BENCH MARK H -0028 1.1 MI. S.W. HODGES DAM, 15' N'LY OF CIL HWY. BENEATH CONC. FLUME CENTER, HOWL. CONC. CULVERT, STD. TAB MXD 1938 -H28 -148. ELEV.= 148.221. A.M.S.L. NGVD29 HORIZONAL 1 " =40' VERTICAL 1 " =10' JAMES A. NO. ©/ BEARING RADIUS LENGTH REMARKS 01 N84.27 37" -- 43.93' 8" PVC SEWER W/ CONC. ENCASEMENT PER SP -03 © N87 -5722 "W -- 333.57' B" PVC SEWER © N87 '57 22 "W -- 236.50 ' B" PVC SEWER ® NB7 *5722"W -- 70,18' 8" PVC SEWER © NO2 °02'38 "W -- 195.76' 8" PVC SEWER ® NB7 '57 22 "W -- 170.06' B" PVC SEWER © N87 -57122 "W -- 164.94' 8" PVC SEWER - C -900 THE SUPERVISION OF I RECOMMENDED DATE: BY: R. C. E. NO. 29 75 DATE: EXP. 03 -31 -15 NEW STET PASCO LARET SUITER & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway 101, Ste A, Solana Beach, GA 92075 ph 858.259.8212 1 fz 858.259.48121 plsaengineering.com Lu No. 29375 Lu Exp. 03/31/15 �T �4 OF CA1�3F APMOVAM CI'T'Y OF ENCRMAS ENGHgEERING DEPARTMENT DRAWMI APPROVED PUBLIC SEWER IMPROVEMENT PLAN FOR BY. DATE: 712q/13 • �i Si i ,JAMES A. LARET R.C.E. NO. 29375 EXP. 03131115 REVISIONS REVISED SEkER DE9lW 1M i -EET FOUCES A" SKEET DATE REFERENCES DATE BENCID&ARK ScA m COUNTY BENCH MARK H -0028 1.1 MI. S.W. HODGES DAM, 15' N L Y OF HORIZONAL I"=40' CIL HWY. BENEATH CONC. FLUME CENTER, HDWL. CONC. CULVERT, STD. TAB M XD 1938 -H28 -148. VERTICAL 1 "-10' ELEV. =148.221, A.M.S.L. NGVD29 SEWERLINE A SEWER DATA TABLE - LINE "A" 8" PVC SEWER PLAN F=40 NO. Al SEARING RADIUS LENGTH REMARKS d A =16 °47'11 " 400 117.19' 8" PVC SEWER - C -900 (2 22 -44 37" -- 315.18' 8" PVC SEWER 3 N87.57 22 "W -- 314.24' 8 " PVC SEWER S62 -4236 'E -- 32.82' 8" PVC SEWER N87 '5722 ' W -- 191.91' 8 " PVC SEWER UtbIbNtU tlT ullawN tlT i UM UKtU UT A �p ®`= A T G� TG GL JAL Llrri\. ♦ A S NS P P UN THE SUPERVISION OF RECOMMENDED APPROVED DATE: 7/%9 / BY. __ BY: R. C. E. NO. 29375 DATE: _ DATE: 7/25113 JAMES A. LARET ) EXP. 03 -31 -15 PUBLIC r.O PLAN FOR: _� • J ►a�r►M � IMF, y r / r / t t r �f ME SEWER NOTES C1 " INSTALL 4' NAME PER MFSD SR-01 j I �j cn f GRAPHIC SCALE I"=40' • 4• :• • 1 JAMS A. LARET R.C.E. NO. 29375 EXP. 03131115 REVISIONS REVISED SEWER DESIGN THIS 4EET REPLACES A" SHEET FREYM t d/ BEARING RADIUS LENGTH REMARKS {�1 S5 '56'03 "W � e B" PVC SEWER ® 5 °19'51 " eff 89.78' B" PVC SEWER ® 15 '0250" 965' 253.43' B" PVC SEWER �4 S14'24'38'E !f 45.67' 8" PVC SEWER © S14 024'38'E :f 95.00' 8" PVC SEWER ® S14 024'38"E -- 212.70' B" PVC SEWER f �a ?f 2344 EASEMENT NOTES X PRIVATE •It AAD PLO-IC r LITY EAS94ENT PER MAP 14M OFFERED TO TIE CITY OF BCDVITAS PER MAP 14032 © / ' WIDE EASSWENT FOR RECREATIONAL TRAIL PURPOSES MAP I .7' :, S - TO /, !. OLIVE WIN . ,. DISTRICT PER MAP 140 32 EXISTING .S FOR WATER PIPELDE RMOSES TO rtE OLIVE*WIN MnICIPAL WATER DISTRICT PER DOU149VT RECORDED MMB49ER 7, M2 AS FILE i 374421 OF OFFICIAL FECORDS © EXISTING EASEkEW FOR WATERPiPELDE .. • .I4 TO ,JAWARY 16, 1998 AS FILE ! 1998-0024166 OF F2-0] PRIVATE ROAD & TIE 7^ •• 'I ENXYAM OF DOCL14ENT . LSE FECOROED !r AS DOC. NO. 2000-0172441 OF O.R. PLOLIC SEWER EASEMENT OVER ALL OF LOT 33 TO TW CARDIFF UNIT te ror SANITATION DISTRICT DEDICATED 14032 EXISTING EASEMENT FOR WATER LINES AND AFPLRTENAhM TO RECORDED NOVENER 24 1971 AS FILE W. 273593 OF OR. F3-0] EXISTIN9 GRANT OF EASENENT FOR WATER PIPELINES TO OMWO PER DOCbMENT RECORDED APRIL 67K 2005 AS DOC. NO. 2005--0279287 SEWER NOTES C1 " INSTALL 4' NAME PER MFSD SR-01 j I �j cn f GRAPHIC SCALE I"=40' • 4• :• • 1 JAMS A. LARET R.C.E. NO. 29375 EXP. 03131115 REVISIONS REVISED SEWER DESIGN THIS 4EET REPLACES A" SHEET FREYM t IC�AMON. V 1' TrY CRO.V,q[N(i SEE SHEET 4B MWMZJMA J J f 3 �� lJJ !1 JJI 16T] 1JJ J i %W J °JJ tJ ENC NITAS RAIL OF 4 S - L/ STANDARDS ) (TYP.) J �y - T I \ \ of I S7B l4f , •CAUTION' $ J 1 J I J ' UTHJTYCm p J l 1A r a S �.C.'L f 1 1 I t7�' / ! m 3 1'W� / i t �p �� Il I 1J 11 y � 1 1 1 Sze H �4 \ 6 { —/ 1 SBWLJWD 1 \ \ \ � \ IEX. 27'l STEEL OMWD I 3 1 022 NIT K �PIPELTf t R/W I / �"�'I ©N• 1 I E 1 \ A \ A \\ } E1(• 24" S *EEL OMWO CR SS' �' `� \ EX. \i36" ST EL \\ 3 \ 0A1T 8 PIFP)_LINE i \i , \ \` \� \ OMWO PIPELINE 2n T \ \ EX. 30 " S1NEL A \ \ \ � \OMWD RIPEL E \\ \ \ \ � i i vy vy vv vI vv vv aBI�IC O SAP cx vv v vv v SEWER DATA TABLE - LINE .S„ SEWER LINE B 8" PVC SEWER PLAN 1"=40' It1 1 l DATE BENOMARK SCALE COUNTY BENCH MARK H -0028 1.1 MI. S.W. HODGES DAM, 15' N'LY OF HORIZONAL 1"=40' CIL HWY. BENEATH CONC. FLUME CENTER, HOWL. CONC. CULVERT, STD. TAB M KD 1938 -H28 -148. VERTICAL 1 " =10' ELEV.= 148.221, A.M.S.L. NGVD29 NO. d/ BEARING RADIUS LENGTH REMARKS {�1 S5 '56'03 "W � e B" PVC SEWER ® 5 °19'51 " 965' 89.78' B" PVC SEWER ® 15 '0250" 965' IC�AMON. V 1' TrY CRO.V,q[N(i SEE SHEET 4B MWMZJMA J J f 3 �� lJJ !1 JJI 16T] 1JJ J i %W J °JJ tJ ENC NITAS RAIL OF 4 S - L/ STANDARDS ) (TYP.) J �y - T I \ \ of I S7B l4f , •CAUTION' $ J 1 J I J ' UTHJTYCm p J l 1A r a S �.C.'L f 1 1 I t7�' / ! m 3 1'W� / i t �p �� Il I 1J 11 y � 1 1 1 Sze H �4 \ 6 { —/ 1 SBWLJWD 1 \ \ \ � \ IEX. 27'l STEEL OMWD I 3 1 022 NIT K �PIPELTf t R/W I / �"�'I ©N• 1 I E 1 \ A \ A \\ } E1(• 24" S *EEL OMWO CR SS' �' `� \ EX. \i36" ST EL \\ 3 \ 0A1T 8 PIFP)_LINE i \i , \ \` \� \ OMWO PIPELINE 2n T \ \ EX. 30 " S1NEL A \ \ \ � \OMWD RIPEL E \\ \ \ \ � i i vy vy vv vI vv vv aBI�IC O SAP cx vv v vv v SEWER DATA TABLE - LINE .S„ SEWER LINE B 8" PVC SEWER PLAN 1"=40' It1 1 l DATE BENOMARK SCALE COUNTY BENCH MARK H -0028 1.1 MI. S.W. HODGES DAM, 15' N'LY OF HORIZONAL 1"=40' CIL HWY. BENEATH CONC. FLUME CENTER, HOWL. CONC. CULVERT, STD. TAB M KD 1938 -H28 -148. VERTICAL 1 " =10' ELEV.= 148.221, A.M.S.L. NGVD29 NO. d/ BEARING RADIUS LENGTH REMARKS {�1 S5 '56'03 "W -- 190.02' B" PVC SEWER ® 5 °19'51 " 965' 89.78' B" PVC SEWER ® 15 '0250" 965' 253.43' B" PVC SEWER �4 S14'24'38'E -- 45.67' 8" PVC SEWER © S14 024'38'E -- 95.00' 8" PVC SEWER ® S14 024'38"E -- 212.70' B" PVC SEWER ►1 .1 PASCO URET SUITER & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway 101, Ste A, Solana Beach, CA 92075 ph 858.259.8212 ( fa 858.259.4812 ( plsaengineering.com DESIGNED BY D TGL CHE J(ED BY APPROVALS OF ENCINUAS ENGINEERING DEPAP �47PR AR UNDE HE SUPERVISION OF RECOMMENDED APPROVED ^ / PUBLIC SEWER IMPROVEMENT PLAN FOR: DATE: //O / 8Y: BY: /l� AA O r + � + R. C. E. N0. 2� DATE: DATE: 2 3 CHO ►J E l A JAMES A. LARET EXP. 03 -31 -15 No. 29375 Exp. 03/31/15 CSC -327 SHEET 50 OF 11 i I GRAPHIC SCALE I " =40' 0 40 BO 120 AS BUILT mi JAMES A. LARET R.C.E. NO. 29375 EXP. 03131115 REVISIONS f YISED SE18 R DE 1m fET REPLACES A" SFEET DATE APPROVED I DATE :1474:14.16 mm M�m � V A \ A V yj A \ V A V V A \ \ \ \v\ \\ tiL+OTs\v�� \V A A\ A V \ A\ \\ Ste^ 5+11 57\75' LT 63 / STA. 5+1 .19 LT 2 \ \ \ \ \ \\ \ \ \\ \ W\ \ \ \ \ \ \\ \ S95tR1 E \\ \\ A 12Y TT \ \ 1 3 `\ BIOLOGICAL OPEN SPACE \ \ vv t -,$EtiVER Y E —_ -T U v \ =�C \ \\ 8 n P C �E R PLAN-' ~` 92'- WIDE SEWER ACCESS ROAD \ \ STA. \ \ \ 1=40' , ZV MW. DATE BENCBMSARK SCALE DESIGNED 8 TGL COUNTY BENCH MARK H-0028 P NS PR 1.1 MI. S.W. HODGES DAM, 15' N'LY OF HORIZONAL I"=40' CIL HWY. BENEATH CONC. FLUME CENTER, HOWL. CONC. CULVERT, STD. TAB M KD 1938 -H28 -148. VERTICAL 1 " =10' MES A. ELEV.= 148.221, A.M.S.L. NGVD29 =I ............. ............ . -= bl'IG JAL OT A MOV A S Ot SUPERVISION OF RECOMMENDED �rj APj* PPOOVED DATE: BY: BY: R.C. E. NO. ? DATE _ DATE: -7/ Zqy- 1_,3 EXP. 03 -31 -15 MEN RADIUS LENGTH REMARKS 0 15'10'06" 800' 211.79' e 2 14'1432" 800' 198.86' 8" PVC SEWER {}3 S28 *06'32"W -- �1 V A \ A V yj A \ V A V V A \ \ \ \v\ \\ tiL+OTs\v�� \V A A\ A V \ A\ \\ Ste^ 5+11 57\75' LT 63 / STA. 5+1 .19 LT 2 \ \ \ \ \ \\ \ \ \\ \ W\ \ \ \ \ \ \\ \ S95tR1 E \\ \\ A 12Y TT \ \ 1 3 `\ BIOLOGICAL OPEN SPACE \ \ vv t -,$EtiVER Y E —_ -T U v \ =�C \ \\ 8 n P C �E R PLAN-' ~` 92'- WIDE SEWER ACCESS ROAD \ \ STA. \ \ \ 1=40' , ZV MW. DATE BENCBMSARK SCALE DESIGNED 8 TGL COUNTY BENCH MARK H-0028 P NS PR 1.1 MI. S.W. HODGES DAM, 15' N'LY OF HORIZONAL I"=40' CIL HWY. BENEATH CONC. FLUME CENTER, HOWL. CONC. CULVERT, STD. TAB M KD 1938 -H28 -148. VERTICAL 1 " =10' MES A. ELEV.= 148.221, A.M.S.L. NGVD29 =I ............. ............ . -= bl'IG JAL OT A MOV A S Ot SUPERVISION OF RECOMMENDED �rj APj* PPOOVED DATE: BY: BY: R.C. E. NO. ? DATE _ DATE: -7/ Zqy- 1_,3 EXP. 03 -31 -15 SEWER DATA TABLE - LINE ' "E" NO. MEN RADIUS LENGTH REMARKS 0 15'10'06" 800' SEWER DATA TABLE - LINE ' "E" NO. Al BEARING RADIUS LENGTH REMARKS 0 15'10'06" 800' 211.79' 8" PVC SEWER 2 14'1432" 800' 198.86' 8" PVC SEWER {}3 S28 *06'32"W -- 35.00' B" PVC SEWER 9 °3422" 594' 99.24' 8" PVC SEWER CO LARET SUITE & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway 101, Ste A, Solana Beach, CA 92075 ph 858.259.8212 1 fa 858.259.4812 1 pleaengineering.com IMPROVEMENT PUBLIC SEWER /' a ` UAIAHT 115STAMS T.M. 89 -031 ND. 29375 Exp. 03/31/15 cu g 2 R2 R3 20' SEM REC. TRAIL 4° 15 LOT 30 OPEN SPACE SBWBIZLINBB STA. 6 +76.57 W ' BEGIN SEW ER LIFE D SMH NO. 14 \ W� SEWER DATA TA9LE - LINE "D" NO. d/ BEARING RADIUS LENGTH REMARKS Q N75 -3522 'E -- 113.35' B" PVC SEWER Q S19 '34 37"W -- 138.08' B" PVC SEWER Q S19 '34 '37 "W -- 296.34' B" PVC SEWER Q 7 *48'41 " 1,287.50' 175.53' B" PVC SEWER Q 16°00'33" 547.50' 152.98' 8" PVC SEWER Q 15 •21 '44" 972.50' 97.15' B" PVC SEWER RECOMMENDED APPROVED PUBLIC SEWER IMPROVEMENT PLAN FOR.' SFEET FBI ACES A" SHEET ! La a• Mel! ji rN �p py fi I �TiO ®"r P t a :i iii► �. f �m� ®p ma# e, d! mm Y tWi 1 9W [r �f ! t m! a m! a e ®! m SEWER DATA TA9LE - LINE "D" NO. d/ BEARING RADIUS LENGTH REMARKS Q N75 -3522 'E -- 113.35' B" PVC SEWER Q S19 '34 37"W -- 138.08' B" PVC SEWER Q S19 '34 '37 "W -- 296.34' B" PVC SEWER Q 7 *48'41 " 1,287.50' 175.53' B" PVC SEWER Q 16°00'33" 547.50' 152.98' 8" PVC SEWER Q 15 •21 '44" 972.50' 97.15' B" PVC SEWER 1 V 9 \ X. 27" STEEL OMWD UNIT K PIPELINE ° EX 24' STEEL OMWD � ° ~ S /I \ UNIT B PIPELINE ~`~`� ~� a EX. 36 �'�. _ _ ' STEEL — � v v _ OMWD PIPELINE _ � LDT CA MTOM Ar° \ w \ gEWERIME D \ BIO ICAL OPEN-SPA RI BIOLOGI(I�OPENSPAIM___'4 LOT 3® _ ___ ° Ef) PROPOSED 8" — — — — — — — _ — — SEWER - - - - --- N., e e ACCESS ROAD AND RECREATIONAL i — — — — — — — _ - -B OPEN SPAM 6RAPNIC SCALE 1 " =40' TRAIL PER ThE FOLLOWING SECTION• _ -- -.. ` 1. 4" DG OR LESS AS APPROVED BY THE CITY OVER 9" CLASS E BASE MQAFACTURED ROAD ONORR OR CITY _ — — -- — — — _ — — — ,0 — — — — ® _ 0 40 80 120 APPROVED EQUIVALENT WERE ROAD Ca s SEWER LINE D - - _ _ — — — QpOFEe WITH RECREATIONAL TRAIL. S.W. HOD6ES DAM, 15 NZY OF yORIZONAL I"=40' r � 'i C/L HWY. BENEATH CONC. FLUME CENTER, � DATE: BY: BY: -/IA ,GI � HOWL. CONC. CULVERT, STD, TAB M KO R.C.E. NO. 2 375 7���1 T T ,(�r�+ �+(r►�+,( r� *��t CS 1938 -H28 -148. VERTICAL 1"=10' JAMES A. LARET EXP. 03 -3i -15 DATE: _ -- DATE: 1- 129 1 1._3_ R1`,1 CHO ISUAH 111 147S3T `i lli►7 ELEV.= 148.221, A.M.S.L. NGVD29 CITY OFENCINITAS T.M. 89-031 ISHEEMBBIOF 11 2. 94 CLASS APPROVED EQUIVALENT 1 NO TE RECREATIONAL TRAIL EXISTS. TYPICAL S�CTI ®N SEWER LM °fDii— ACCESS ROAD ACT TO SCALE 8 "PVC SEWER PLAN 1 — — — — — _ — — — __ _ — — — — _� ------ - - - - -- — — — _ — ° ° ° — ° ° _ _ ° PASCO LARET SUITER & ASSOCIATES — ` CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 935 North Highway 101, Ste A, Solana Beach, CA 92079 %� 1VE W CBEE i Ph 858.259.8212 fz 858.259.4812 plsaeagincering.com �Qrw ®,P�,�S Alt �� z u No. 29375 a Exp. 03/31/15 � �,�� @, qTF OF C AS BUILT JAMES A. LARET DATE R.C.E. NO. 29375 EXP. 03/31/15 REVISIONS APPROVED DATE REFERENCES DATE BENCIB ARK SCALE DESIGNED BY DRAWN BY CHECKED BY APMOVAM CTy OF ENCINUAS ENGHgFX WG DEPART2IR M DRAWWO N®. B SEA OESZGM THIS 11A.11A 7-1 Iq 13 COUNTY BENCH MARK H -0028 1 1 MI NS PREP RE UN THE SUPERVISION OF RECOMMENDED APPROVED PUBLIC SEWER IMPROVEMENT PLAN FOR.' SFEET FBI ACES A" SHEET S.W. HOD6ES DAM, 15 NZY OF yORIZONAL I"=40' r � 'i C/L HWY. BENEATH CONC. FLUME CENTER, � DATE: BY: BY: -/IA ,GI � HOWL. CONC. CULVERT, STD, TAB M KO R.C.E. NO. 2 375 7���1 T T ,(�r�+ �+(r►�+,( r� *��t CS 1938 -H28 -148. VERTICAL 1"=10' JAMES A. LARET EXP. 03 -3i -15 DATE: _ -- DATE: 1- 129 1 1._3_ R1`,1 CHO ISUAH 111 147S3T `i lli►7 ELEV.= 148.221, A.M.S.L. NGVD29 CITY OFENCINITAS T.M. 89-031 ISHEEMBBIOF 11 ®® om 8 ■ -t ME SEWER DATA TABLE - LINE "D" NO. Al BEARING RADIUS LENGTH REMARKS ® 10 °02'55" 972.50' 183.60' 8" PVC SEWER 19 °42 21 " 587.50' 202.06' 8" PVC SEWER �}3 02 °54 53" 587.50' 29.89' 8" PVC SEWER 20 °01 '41 " 812.50' 284.01 ' 8" PVC SEWER SUNNI LOT 30 L.4 OPEN SPACE' I SEE SHEET 1 O / w� 1' PROPOSED 8 \ \ \ \ \ \ _ ° \ \ \ SEPIER \ \ \ \ \ \ \ ~ \ \ \\ \ / \ \ ° v / ACCESS ROAD AND RECREATIONAL \ \ \ \ \ \ 2 \ \ \ a o / TRAIL PER TIE FOLLOWING SECTION' SEWER `AC S�ROIAt1� \ \ e 15 \ \ •, 3�' � %� \ � \ '� °- `� 1. 4" � � LESS AS APPROVED 8Y TFE CITY OVER \ \ a \ l4 EC. RA3L \ � 8 T \ F� ^ �� i \ / 7� \ y 9" CLASS II BASE WAFACTI D ONSI7E OR CITY JG ` ~ ~ APPROVED EQUIVALENT *ERE ROAD CORRESPONDS a \ ~ \ \ I \ WITH REpREATION& TRAIL. ® \ \ \ \ \ \ \ \ \ 2. 9" CLASS II BASE MAMEACTURED ONSITE OR CITY ]v r � 10q WMF VAT EWER APPROVED EQUIVALENT WFEFE NO RECREATIONAL TRAIL \ 1 \ ' ' o T\E'\ TAS ME\ NT I\ EXISTS. 6 TRNEFEIT OP -L 2 S �s 7 R t 2 SEWER LINE "D" AESS Z04D � y 'R Trww 1. \ \ \ \ \ \ N 'n ° �.. a .. \ \ ° \ \ \. �. \ �.. -a. �` r,. , \ ,. NOT TO SCALE 15°"' WIVE _~ _ _° 5 W76lE k \ \ E TRAIL ANiJ i °� ~ ~ `�° m m z` 4 °�P�lal3ZVAFE �FWEN� \ �\ CCESS RDA \ \ \ \ \ \ a ` - .... -ACCESS _ o Q LA A FDI�ELOT 22 a \ REq. \TRAIL \ \ \ \ N e + . e� 4 e 1 �6' YRiIILC�INI -�qu TRAYF \ \ \ \ \ \ \m \ \ \� °_ _ s °° \ I�$ t \ \\ �Ww ��xo q � �'"°���°�� a` '�.T\ � �`Y ~ \ \ ~ \ \\ rr�w r + L GRAPHIC SCALE 1' =40' _ LOT 0 40 80 120 i \ \ \\ \\\ \\~ ~ \\ \ ° ~° " ���� _ \\\\ \1111 \\ \ \ \ \\ ~ AQF SIO �SPt�C___�= _ -____ ____ ES A. AS BLMT PASCO LARET SU ITER SEWER LINE D & ASSOCIATES " N0. 29375 ^' p 6 Exp. 03/31/15 a S 1, PVC 0011? WER PLAN CIVIL ENGINEERING +LAND PLANNING +LAND SURVEYING JAMES A. LARET DATE 535 North Highway 101, Ste A. Solana Beach, CA 92075 V R.C.E. NO. 29375 ' -4O 11TEW S1��EET ph 858.259.8212 I fz 858.259.4812 ( plsaengineering.com q� EXP. 03131115 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE DESIGNED BY TG / CHECKED BY APPROVALS CITY OF ENCINUAS ENGIINEERTNG DEP"TIVIEW DRAWING NO. REVISED SEhEFt DESIGN THIS 10.10 2q I COUNTY BENCH MARK H -0028 PLAN$ PR A D U R THE SUPERVISION OF RECOMMENDED APPROVED PUBLIC SEWER IMPROVEMENT PLAN FOR: SWET � A" SHEET 1.1 MI. S.W. HODGES DAM, 15' N'LY OF C CIL HWY. BENEATH CONC. FLUME CENTER, HORIZONAL 1 " =40' DATE: BY: BY: /I/1 -AZI CS 32 HOWL. 28-1 CULVERT, STD. TAB M KD R.C.E. N0. X29375 / RANCHO �.?V.11�J I1 .0011'1 A 1938 -H28 -148. VERTICAL 1"=10' � DATE: DATE: 7/ gel 13 JAMES A. LARET EXP. 03 -31 -15 CITY OF ENCEWTAS T.M. 89-031 SHEET 96 OF III ELEV =148.221, A.M.S.L. NGVD29 lT m R F21❑3 \ \ \ 1 R E CC TAA1L 4' 15' 1' 4% / \ MAX ACCESS ROAD AND RECREATIONAL PROPOSED 8" TRAIL PER TFE FOLLOWING SECTI01t 1 \, \\ 1 \ v v v v v _— I SEWER 1. 4" DG OR LESS AS APPROVED BY TtE CITY OVER APPROVED 11 BASE C RE ROAD S�}�� WITH RECREATIONAL TRAIL. i\ 1 Al \\ v �LOT-23r 2. 9" CLASS II BASE MANUFACTLRED ONSITE Lb4 CITY �~ — i► \y \ \ \ip 1 \ APPROVED EQUIVALENT WERE NO RECREATIONAL TRAii `-- — — — \ EXISTS. TYPICA% SECTION 3 f f o 1 1 11 11 1 �� i h rn�n sr� � r � \ l \ �1 1 \ \ \, 2 � �✓, // 1 I SEWER LINE "C" C — ACCESS ROAD STA 1+00.00 TO 4+02.71 \ V \ A\ \11 \1 \\ _ .,,� AI7T TO SCALE \1 \ \ \11 \ \1 \\ \ \ \` — I -- --- - - - - -- __ —_ ( I t EX. 2CS UKNL✓ r �j q 1 ! l 770: - � _ _ — — _ � tivli B�P� �Il�' /" / f 11LXI7r 1 � �� f I �� I �� I � IO �� Rp34 11 1 \ \\ y \ \~ "At �-- �'"'�,,'p \\ V A A V v v —_— PROPOSED -8 "_PVC EX. 27` Q 20' SEWER 6 \ \ \ \ \ \ — WATER MAIN CL -150 — r LruTT KP i S�T— -7- WC. TRAIL ESMT \ \ \ \ \ \ ti `. -- PER 6242 -f I N APN I \`� ,_ —_— '^ ,_' i / 1 —1l5' IDEIS R1 I i t t — - , T R/W `. i t0I?..,.. fA ROAD ANp � I J — _ `� 1 2X TYP. 3e� / 1 / ;r TRA-1 1 II I m c� 1 - - -- s 5% MAX Z ,i " .W�w� ACCESS ROAD -AND ` C. TRAIL Sx pki is / f / ai ccn PROPOSED 8" SEWER , f / / $ f f t.%iii/' 1 Q 1 11 Cn u GRAPHIC SCALE 1 " =40' ACCESS ROAD AND RECREATIONAL °� +�`j /+ jy�7 / `8 °� PVC SEWER AtA1N TRAIL PER TtE FOLLOWING SECTION: 1. 4" DG OR LESS AS APPROVED BY TFE CITY OVER — ` e 20 r r f i 0 40 80 120 9" CLASS II BASE MANLEACnMO ONSITE OR CITY v i APPROVED EQUIVALENT WERE ROAD C04ESPMW ¢ WITH RECREATIONAL TRAIL. Yp AS BUILT 2 9" CLASS II BASE MARACTthED ONSITE OR CITY I° \ JAMS A. LARET R.G.E. NO. 29375 EXP. 03131115 REVISIONS AEVTSED SEWER LESI WET REPLACES A" SFE DATE APPROVED I DATE APPROVED EQUIVALENT W -ERE NO RECREATIONAL TRAIL EXISTS. TYPICAL SECTION SEWER LINE "C "— ACCESS ROAD STA 4+02.71 TO 15+16.94 NOT TO SCALE REFERENCES DATE BENC BLkRK SCALE, COUNTY BENCH MARK H -0028 1.1 MI. S.W. HODGES DAM, 15' NLY OF HORIZONAL 1"=40' CIL HWY. BENEATH CONC. FLUME CENTER, HOWL. CONC. CULVERT, STD. TAB M KD 1938 -H28 -148. VERTICAL 1 " =10' ELEV.= 148.221, A.M.S.L. NGVD29 SEWER LINE C Off P CSE RP SEWER DATA TABLE — LINE T " NO. Al BEARING RADIUS LENGTH REMARKS 1 N75 '3522"E -- 165.00' 8" PVC SEWER (2� N75 "35 22 "E -- 137.71' B" PVC SEWER 0 N82 "27 27 "W -- 83.09' B" PVC SEWER N52.13 25 "W -- 281.75' 8" PVC SEWER © N23'21'42 "W -- 131.40' 8" PVC SEWER q s j qi tl8 •.. s as ti�[j.- '�489z� �� Q _ .I taw jA ; d$� 9,, 1A it 11 t ` L' lT m R F21❑3 \ \ \ 1 R E CC TAA1L 4' 15' 1' 4% / \ MAX ACCESS ROAD AND RECREATIONAL PROPOSED 8" TRAIL PER TFE FOLLOWING SECTI01t 1 \, \\ 1 \ v v v v v _— I SEWER 1. 4" DG OR LESS AS APPROVED BY TtE CITY OVER APPROVED 11 BASE C RE ROAD S�}�� WITH RECREATIONAL TRAIL. i\ 1 Al \\ v �LOT-23r 2. 9" CLASS II BASE MANUFACTLRED ONSITE Lb4 CITY �~ — i► \y \ \ \ip 1 \ APPROVED EQUIVALENT WERE NO RECREATIONAL TRAii `-- — — — \ EXISTS. TYPICA% SECTION 3 f f o 1 1 11 11 1 �� i h rn�n sr� � r � \ l \ �1 1 \ \ \, 2 � �✓, // 1 I SEWER LINE "C" C — ACCESS ROAD STA 1+00.00 TO 4+02.71 \ V \ A\ \11 \1 \\ _ .,,� AI7T TO SCALE \1 \ \ \11 \ \1 \\ \ \ \` — I -- --- - - - - -- __ —_ ( I t EX. 2CS UKNL✓ r �j q 1 ! l 770: - � _ _ — — _ � tivli B�P� �Il�' /" / f 11LXI7r 1 � �� f I �� I �� I � IO �� Rp34 11 1 \ \\ y \ \~ "At �-- �'"'�,,'p \\ V A A V v v —_— PROPOSED -8 "_PVC EX. 27` Q 20' SEWER 6 \ \ \ \ \ \ — WATER MAIN CL -150 — r LruTT KP i S�T— -7- WC. TRAIL ESMT \ \ \ \ \ \ ti `. -- PER 6242 -f I N APN I \`� ,_ —_— '^ ,_' i / 1 —1l5' IDEIS R1 I i t t — - , T R/W `. i t0I?..,.. fA ROAD ANp � I J — _ `� 1 2X TYP. 3e� / 1 / ;r TRA-1 1 II I m c� 1 - - -- s 5% MAX Z ,i " .W�w� ACCESS ROAD -AND ` C. TRAIL Sx pki is / f / ai ccn PROPOSED 8" SEWER , f / / $ f f t.%iii/' 1 Q 1 11 Cn u GRAPHIC SCALE 1 " =40' ACCESS ROAD AND RECREATIONAL °� +�`j /+ jy�7 / `8 °� PVC SEWER AtA1N TRAIL PER TtE FOLLOWING SECTION: 1. 4" DG OR LESS AS APPROVED BY TFE CITY OVER — ` e 20 r r f i 0 40 80 120 9" CLASS II BASE MANLEACnMO ONSITE OR CITY v i APPROVED EQUIVALENT WERE ROAD C04ESPMW ¢ WITH RECREATIONAL TRAIL. Yp AS BUILT 2 9" CLASS II BASE MARACTthED ONSITE OR CITY I° \ JAMS A. LARET R.G.E. NO. 29375 EXP. 03131115 REVISIONS AEVTSED SEWER LESI WET REPLACES A" SFE DATE APPROVED I DATE APPROVED EQUIVALENT W -ERE NO RECREATIONAL TRAIL EXISTS. TYPICAL SECTION SEWER LINE "C "— ACCESS ROAD STA 4+02.71 TO 15+16.94 NOT TO SCALE REFERENCES DATE BENC BLkRK SCALE, COUNTY BENCH MARK H -0028 1.1 MI. S.W. HODGES DAM, 15' NLY OF HORIZONAL 1"=40' CIL HWY. BENEATH CONC. FLUME CENTER, HOWL. CONC. CULVERT, STD. TAB M KD 1938 -H28 -148. VERTICAL 1 " =10' ELEV.= 148.221, A.M.S.L. NGVD29 SEWER LINE C Off P CSE RP SEWER DATA TABLE — LINE T " NO. Al BEARING RADIUS LENGTH REMARKS 1 N75 '3522"E -- 165.00' 8" PVC SEWER (2� N75 "35 22 "E -- 137.71' B" PVC SEWER 0 N82 "27 27 "W -- 83.09' B" PVC SEWER N52.13 25 "W -- 281.75' 8" PVC SEWER © N23'21'42 "W -- 131.40' 8" PVC SEWER V WE LAN Ni SREET 1"=40' - 1 OT UMXIDY O 1 LNMJAL CT w �OV w* S T JAL eu�ra� ejjw) 'REP D U OE //,HE SUPERVISION OF RECOMMENDED APPROVED DATE: ! BY: BY: R.C. E. NO. 29375 DATE DATE: 7/7"(113 A. LARET EXP. 03 -31 -15 r �� 20' WME EASBIENT FOR RECREATIONAL TRAIL PIR30SES PIER r © _ 4 a r •! SANITATION ! PER r F2-01 PRIVATE ROAD G M BENEFIT USE • AND o ! o ! • !! m RECORDED rr Dl r 2000 -0172441 OF NOTES SEWEP Q r ! .y RS r INSTALL 4 E• LATERAL . PER ,r •,! SS-01 PASCO LARET SUITER & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway 101, Ste A, Solana Beach, CA 92075 ph 858.259.8212 1 fi 858.259.4812 ( pleaengineering.com CITY OF ENCH%TAS l PUBLIC SEWER IMPROVEMENT PLAN FOR: r '-A. t47< S 7 No. 29375 Exp. 03/31/15 94•R1= GRAPHIC ,! 0 40 80 120 JAMES A. LARET R.C.E. NO. 29375 EXP. 03131115 REVISIONS REVISED SEER OESIGN NEET REPLACES A" SFEET DATE APPROVED I DATE a ■ If 1 i LP1 1 \ 28,\ ' l \ \ \ \ \ l 1 d0 "PVC -*A MAIN CL-150 - � � \ \\ \ \ \ \ \ \ \ \ \ \ \ -, - -. f?ROPOSED e" PVC - \ \ \ i6\T J7 \ \ \ \ \ \ WATER MAIN £L: -159 T �!�- r r / t ° ° \ \ \ , G.�i.W.JJ. �T� r/° PER 6242 -G acres �T Tp '` \ RESER r OLIZ .RrV l LI`f -- _ l i A\ \ \ A i\ \ 1� + \ \ \ �' 'W-- �,----- �" -�-�' = 4� -'- "- --... ������ r ° r r' r � j t i / ° r ,- r `'r � r -- r g8�•'' � .,. /'� -� W — b ..PROPOSED &!',RVC WATER MAIN CL -150 - _ W .� r r r r / j t ! /° ° / j t t / f r r i ° r r ° \ PER_ 6242 sl! \ \ 20 1 1 1 5 - PROPOSED 10" PYC ti r WATER- MADV -CL- �r 1 \ LEER EASEMNT� °- \ 1 \ \ T iT LOT 27 - - _. - - - - - - r \ \ , \8 -TOIL- -PER i i A i A \ `'- STA. 15+7A-.'64 50' S- TAN" B r r r rr Yr Z/1 Sf . 15+61.94 12.50 RT - - - - - -- - - _ ^'1 %ETA. 15+30.94 1750' LT 6" PVC-PRIVATE -— ox 5+ LOT I ��. fl0 , ,'.� ., i #�Q.._ ;.-.; ✓:� , r:, � .. �' ,: °:'" ...-. 4�0 '`,. -^' �=- `' :r: ,� �Q i .� : j ; ;.��'' ' I /jf j /t ' r t f V � � �� \ 8"-PVCEM>tft hi4IA1 ° r A5CC _____ - - gyp - ° $t1°wE 23 REC. TRAIL Ef))C SEWER LINE C 8" PVC SEWER PLAN- REFERENCES DATE $EKCH'MARK SCALE COUNTY BENCH MARK H -0028 1.1 MI. S.W. HODGES DAK 15' NLY OF HORIZONAL 1'=40' CIL HWY. BENEATH CONC. FLUME CENTER, HOWL. CONC. CULVERT, STD. TAB MILD 1938 -H28 -148. VERTICAL 1 " =10' ELEV.= 148.221, A.M.S.L. NGVD29 1'640' BE SEWER DATA TABLE — LINE T " NO. ®/ BEARING RADIUS LENGTH REMARKS ® Nd8 *44'11 "W -- 106.60 ' B " PVC SEWER �2 N52 '1325 "W -- 194.45' 8 " PVC SEWER a N52 '1325 "W -- 316.94' B " PVC SEWER N40 "12'15'E -- 167.22' B" PVC SEWER 1 i LP1 1 \ 28,\ ' l \ \ \ \ \ l 1 d0 "PVC -*A MAIN CL-150 - � � \ \\ \ \ \ \ \ \ \ \ \ \ \ -, - -. f?ROPOSED e" PVC - \ \ \ i6\T J7 \ \ \ \ \ \ WATER MAIN £L: -159 T �!�- r r / t ° ° \ \ \ , G.�i.W.JJ. �T� r/° PER 6242 -G acres �T Tp '` \ RESER r OLIZ .RrV l LI`f -- _ l i A\ \ \ A i\ \ 1� + \ \ \ �' 'W-- �,----- �" -�-�' = 4� -'- "- --... ������ r ° r r' r � j t i / ° r ,- r `'r � r -- r g8�•'' � .,. /'� -� W — b ..PROPOSED &!',RVC WATER MAIN CL -150 - _ W .� r r r r / j t ! /° ° / j t t / f r r i ° r r ° \ PER_ 6242 sl! \ \ 20 1 1 1 5 - PROPOSED 10" PYC ti r WATER- MADV -CL- �r 1 \ LEER EASEMNT� °- \ 1 \ \ T iT LOT 27 - - _. - - - - - - r \ \ , \8 -TOIL- -PER i i A i A \ `'- STA. 15+7A-.'64 50' S- TAN" B r r r rr Yr Z/1 Sf . 15+61.94 12.50 RT - - - - - -- - - _ ^'1 %ETA. 15+30.94 1750' LT 6" PVC-PRIVATE -— ox 5+ LOT I ��. fl0 , ,'.� ., i #�Q.._ ;.-.; ✓:� , r:, � .. �' ,: °:'" ...-. 4�0 '`,. -^' �=- `' :r: ,� �Q i .� : j ; ;.��'' ' I /jf j /t ' r t f V � � �� \ 8"-PVCEM>tft hi4IA1 ° r A5CC _____ - - gyp - ° $t1°wE 23 REC. TRAIL Ef))C SEWER LINE C 8" PVC SEWER PLAN- REFERENCES DATE $EKCH'MARK SCALE COUNTY BENCH MARK H -0028 1.1 MI. S.W. HODGES DAK 15' NLY OF HORIZONAL 1'=40' CIL HWY. BENEATH CONC. FLUME CENTER, HOWL. CONC. CULVERT, STD. TAB MILD 1938 -H28 -148. VERTICAL 1 " =10' ELEV.= 148.221, A.M.S.L. NGVD29 1'640' BE SEWER DATA TABLE — LINE T " NO. ®/ BEARING RADIUS LENGTH REMARKS ® Nd8 *44'11 "W -- 106.60 ' B " PVC SEWER �2 N52 '1325 "W -- 194.45' 8 " PVC SEWER �3 N52 '1325 "W -- 316.94' B " PVC SEWER N40 "12'15'E -- 167.22' B" PVC SEWER © ©,i: 3' ► :!_! _.! TRAIL . ' ! ! 'F a ! TIE DG O. LESS AS APPROVED BY TIE CITY OVER CLASS 11 BASE RE DIODE OR APPROVED EQUIVALENT W+-RE •O,! CORRESPONDS wm4RE0:EAT1GN4L CLASS II BASE PIE ONSITE OR CITY APPROVED EQUIVALENT *ERE NO RECREATIONAL TRAD- SEWER E l ROAD & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway 101, Ste A. Solana Beach, CA 92075 ph 858,259.8212 1 fa 858.259.4812 1 plaaengineering.com hv,��E� No. 29375 Exp, 93/31/15 7A 10108211 STRUC 1 7 o BY oRTel cHE�A` BY APPROVALS CITY GF ENCINTrAS ENGINEERING BOAR S R ARED LfN HE SUPERVISION OF RECOMMENDED APPROVED PUBLIC SEWER IMPROVEMENT PLAN FOR: DATE BY: BY: AA. All R. C. E. NO. 29375 DA (E: DATE: Vzcr/ 13 RANCHO SUACWT .15S TAM S A. LARET EXP. 03 -31 -15 _ r"rmcr !117 IIAT/'vTArrTA 0 T lff on A-21 hv,��E� No. 29375 Exp, 93/31/15 7A 10108211 STRUC 1 7 0 0 0 N (D Q m O N a L 3 a N Q W 3 3 m m m 0 m m m in m 3 f0 U i A f a N N Cf a R R f GRAPHIC SCALE 1 INCH = 300 FT. INDEX SHEET SCALE: 1"= 300' A' I 20' SEWER AND REC. � 1%3% 0 7.5' ALL WEA THER ACCESS ROAD AND RECREA TIONAL TRAIL PER THE FOLLOWING SECTION.- 1) 2" DG OVER 6" C7B WHERE PROPOSED 8" SEWER ROAD CORRESPONDS WIT" RECREA 77ONAL TRAIL. 2) 6" ChB WHERE NO RECREA 77ONAL 7RAIL IS TYPICAL SECTION PRESENT. SEWER LINE 'A "ALL WEATHER ACCESS ROAD NO SCALE AND REC. 7RAIL 15.0' 1%3% 1.0' 75• ALL WEATHER ACCESS ROAD AND RECREA 77ONAL 7RA(L PER THE FOLLOWING SECTION.' 1) 2" DG OVER 6" CTB WHERE PROPOSED 8" SEWER ROAD CORRESPONDS WITH RECREA 77ONAL TRAIL. 2) 6" CTB WHERE NO RECREA 77ONAL TRAIL IS TYPICAL SECTION PRESENT. SEWER LINE 'B ; 'C "' "D "ALL WEATHER A MESS ROAD NO SCALE ?0' SEWER AND REC. 7RAIL ESMT. 4.0' 14.0' 2.0' ?L ix-ix �:1 0 7.5' ALL AEA THER AC S ROAD AND RECREA 77ONA It PER THE FOLLOWING C770N.• 1) 2" DG OVER 6" CTB WHERE PROPOSED 8" SEWER ROAD CORRESPONDS W11N RECREA 77ONAL TRAIL. 2) 6" C 7 WHERE NO RECREA 770NAL TRAIL (S TYPIC SECTION PRESENT. SEWER LINE 'E" D LINE "C" STA. 9 +50- -12 +10 ALL WAA THER A MESS ROAD NO SCALE 0 0 r m W 114COR. SEC 4 P. M. 9156 f 27 1 21 T.M. 98 -018 LOT 31 SUBUWSI0011 BOUNDAR -S c - SUSDINSIAV BOUNDARY 29 'IF s 12 11 9 v 8 J sCo, Ile �L \ SAN DIEGO a � 22 21 \ \ 20 \ Ilk 19 W 6 5 / /' 4 3 F P. M. 16913 P. M. 12866 MAP 13208 I I I PCL 1 I PCL 2 1 PCL 3 C. R. 12088 PCL 1 PCL 2 U P. M. 4645 0 O S- f Ali• � PCL 1 PCL 2 PCL 1 PCL 2 Z Q RO ss� LO F 29 le 1 NR. O. S. 17084 P. M. s 1185 w o 0 'P�� L Cr' F( TUNA RANCH ROAD w -A m No 29376 TRAIL 12. WAI 7 L- A WEATHER ACCESS XE REC 77ONAL 7RA /L PFOLLO G SEC710N 1) " C7B WHERE PROPO 8" SEWER R OS WITH RAIL. 2E NO RL /S AL S N P SEWER AL A T LESS ROAD ,SEWER LA TERAL DATA TABLE LOT NO. SEW. STA. AT MAIN e SEW. STA. END OF LAT. I.E. EL. AT P.L. % P. M. 6594 w o Q 1 1 sw /4 sE /4 PCL 1 PCL 2 25' 2 19 +41.19 554.57 c - o 0 P. M. 7436 3 17 +63.64 �1I S 17 +63.64, 25' L T. U) ~ o P. M. 5117 15 +94.47 542.19 S� 543.19 F °RTUNA ��� 5 15 +84.04 P. M. BEGIN CONSTRUC77ON 3278 54,313 1 I 6 W Q P. M. 1160 PCL 4 PCL 3 S� 5 +50 633.81 d� 641.06 14' 8 6 +31 0 6 +80.30, 12.02' LT. 4 ® P. M. 7904 51.09' 9 6 +34 634.76 6 +79.64, 58.46' RT. M 70.24' 10 CITY OF 661.36 11 +02.80, 5.0' LT. Ali• � PCL 1 PCL 2 PCL 1 PCL 2 Z Q RO ss� LO F 29 le 1 NR. O. S. 17084 P. M. s 1185 w o 0 'P�� L Cr' F( TUNA RANCH ROAD w -A m No 29376 TRAIL 12. WAI 7 L- A WEATHER ACCESS XE REC 77ONAL 7RA /L PFOLLO G SEC710N 1) " C7B WHERE PROPO 8" SEWER R OS WITH RAIL. 2E NO RL /S AL S N P SEWER AL A T LESS ROAD ,SEWER LA TERAL DATA TABLE LOT NO. SEW. STA. AT MAIN /.E. EL. AT MAIN SEW. STA. END OF LAT. I.E. EL. AT P.L. LENGTH OF LA T. 1 21 +38.03 564.27 21 +38.03 38' LT. 569.81 25' 2 19 +41.19 554.57 19 +41.19, 25' L T. 556.96 25' 3 17 +63.64 54,386 17 +63.64, 25' L T. 549.53 25' 4 15 +94.47 542.19 15 +94.47, 25' L T. 543.19 25' 5 15 +84.04 542.13 15 +84.04, 25' L T. 54,313 1 25' 6 11 +60.62 540.27 11 +60.62, 12.5' LT. 541.52 12.5' 7 5 +50 633.81 5 +50, 14' RT. 641.06 14' 8 6 +31 634.73 6 +80.30, 12.02' LT. 636.25 51.09' 9 6 +34 634.76 6 +79.64, 58.46' RT. 639.60 70.24' 10 11 +00.07 661.36 11 +02.80, 5.0' LT. 666.80 5.70' 11 1 12 +5779 67714 12 +63.09, 50' LT. 681.16 728' 12 12 +60.73 677.43 0 PROP. LINE 69780 15723' 13 11 +35.63 625.57 11 +35.63• 12.5' LT. 62780 12.5' 14 13 +2879 633.44 13 +28.79, 12.5' L T. 635.20 12.5' 15 14 +65.73 643.54 14 +65.73 12.5' L T. 646.80 12.5' 16 15 +97.41 65715 15 +9741, 12.5' L T. 663.00 12.5' 17 17 +42.82 682.37 17 +42.82, 12.5' L T. 646.80 12.5' 18 1 18 +84.12 700.84 18 +84.12, 12.5' L T. 702.09 12.5' 19 1 +61.82 720.71 1 +61.82, 12.5' RT. 725.00 12.5' 20 21 +44.79 728.41 21 +44.79, 12.5' LT. 736.00 12.5' 21 23 +33.11 753.45 23 +06.13 12.5' LT. 75700 125' 22 23 +30 753.04 0 PROP. LINE 769.00 146.25' 23 5 +30 746.14 5 +30, 12.5' RT. 75L 00 12.5' 24 8 +85 76706 8 +85, 12.5' RT. 768.31 12.5' 25 13 +38 80711 13 +.34 12.5' RT. 809.00 12.5' 26 15 +30.63 810.52 15 +38.13, 10.61 LT. 811.03 1 10.61' 27 16 +90.04 824.66 17 +03.31, 54.33' L T. 1 826.281 56. 13' 28 1 16 +93.03 824.93 17 +53.51, 41.1 f' L T 1 826.79 1 6798' L I.- C r L C7 = Z Q * sTNo. 293 75 LL- }- W Exp. 3 -31 -09 P * # s9TFEx . 3 -' 31-011 r } - ' < O � TF CIV1� O Or FU I I I i (y) ION - I 1 t0 r � 1 � J 'OD OD V OD ' Z J Lv 7 O J a- OF CAU L s DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N❑. J. LARET P. PHAM S. EYLER REIVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE 1 ADDED SHEET 2A COUNTY BENCH MARK H -0028 1. f M/. S W. HODGES DAM, 15' N'L Y OF CENTER, HORIZONTAL 1'= 300' PANS PREPAR D N SUPERVISION OFs / DATEi 'ZZ' RECOMMENDED APPROVED PUBLIC SEWER IMPROVEMENT PLANS FOR, RANCHO SUMMIT DRIVE C S - 3 2 / L - REVISED CITY AND COUNTY BOUNDARY C/L HWY BENEA7N CONC. FLUME HDWL. CONC. CUL V�RT, S7D. TAB M KD 1938 -H28 -148. ELEK= 148.221, A.M.SL. VERTICAL ( //Y, R.C.E. NO.i 29375 ENGINEER / /� // ZO /� J ES A. LARET EXP. 3 -31- BYi BY, DATEi DATE, �/ 47 07 1 CITY OF ENCINITAS T.M. 98 -018 SHEET 2A F , L ADDED SEWER ACCESS 0 ROAD SECTIONS 11 FE DOADE THIS SHEET M Z Zit I WORK PROJECT NO. 108.99 REPLAcL -D BY SHeE� 20 I I I i (y) ION - I 1 t0 r � 1 � J 'OD OD V OD ' Z J Lv 7 O J a- GRAPHIC SCALE o' ao° eo' izo' 180' ra 1 INCc�H = 40' FT. fir` .,� 4 �- �. _.-� ',�. � �-- °`�7u""� � €" ( _, � -' r� � ,i,T"' t i i� j� r Z fl .SEWER DA TA TABLE LINE "A " .�_ --- ^_ NO. = BEAR /NG ,RAD /US LEN � "� EMARKS ,. --' "" 1 N 84�7'37"JW - 5 "" "43.93' 8 ",_P -, �C .SDR -.3� _ N 87rJ _33.35T" �! _. -_ �� 7n 87722" W _ - --.^` 23650= _. n ,.. -�r- �" N $7�T22"� W - ` 7018' - `ii �� _ _--- ' N 02172'3 "-Nf - -- 39576' �. -���" �_ �! --_ N.87�22" W -_ 170.0 �'- rr... -"" - - - -_ ' �N 87�Z'22"� W - -- T$4.94' . -'� i''C 00 "` A' =16 4711 " _ - -� 400' 117.19' ��, _900 �.- �-- �,. � —lam �. / i'y� / r � ,: W% 1 ir..- -�`�1: i �� � _ ,f� /��` ry ~ "``�.�2,�'20' WIDE EA ��. PURPOSES � © PU�,4U6"`�� �� { r �T�: JPRIOR TO; GRAD /NG, THE �E, SPACE AREAS A/�✓ACENTi �d ALL SEWER ugCCES$ ROAD, AND RECREAT�/AL T�'A /LS SHALL :4 VE CDNSTl7UC710N �ENC/NG INSTALLED. � I �. 4/L ra s NO RS !; � I STA.11t5 00 �S/ �� ISM./{: N06 /' / r/, .� � /' f.) O,, �, /� j�i ,°,'�' � r' ?� �� ,�l% �� 4R� :� 1 I � '' � � i � i � � \ 1 �� �, 1 i � � � � �1 I � � � � r � s ! I '� '� 12' i1�DE .�W£R CCESS� � r � ROAD ND �EC. AIL i ,} STA' 12t30t� � =4. 3, i '_ f0' 1 '• i, � \ .. _r _� _ :SHEE-T°2. "__._ � I f ,� � TA.14t 3 ___ _ -..___ j , — - <�-' � /" 1 say � NO�.B __. -- ��a�M�_�. � 1 1 ,�d' � � i � �� / � R/M 4885 1 � l ,/ � � 1.E: /1V- 541.39 r iiei�- �3C�sn - t - �� ' .� > > ��' i� i d i� our - -5437 ti. � 9 ,% S 84. f � � �. �:,,�_ iank ,��� � \� �`\ � .; ,� `� �, J 'i s / �'�. � �` �jX P• �., _ Y,- 8 fir. _ - -� N ,. ���; �� ?° W iCi' i , d � l /. / =4,i9. i / i � ( i �giry rrcy� nvry rvui�ruc �vr x �// � ° % 1 ' \ \ \ \ \ '� ( j i '' _ -- _ ,,. � ;S A F � � �' / / I r /_.._ y ,; _%- gyp--° _- . - �.., �,,,, �� .� �\ a � r "« %� ,'' trl ..2 . r J �I{ � /// /� T�4 4�r r� � I E�1 E/�lT/�S[/BQ /VI�/ON B4OUN sC`�Y��T� ,) � �\ r �� I Jr,� j - __ "-- - - - - -_ " - - - -- ��q'Y��� '� q! ,(� Ci--�w '��` �``��1 �`°'^, i //�1 �/ � � -y�/ °`°"✓� - � ~` ~ � �� ~'� `"` w� � � r, (. ! i .� Y � j � � ',— i --�-�r `� � r 1 ,t '1 'l i % ''/ � �" . f1. �L `e �� � Aim \ ,� �s „. �(� p✓ � /fit � f ! . � _ ( /� %' l J / �/ _ �-r,.. j �, ���'�, � a� " l �C �' '�. '�, 1 �� � 1 t ( ; i 1 1. {� ' � ''y r� �`\ ` � lr � (� , �j�A ` �j �� 'Q �'� "'�,� �`hy °-^.-- .._.._._..___..,- .. --' °/ �( , j /�7'? / � � "�� / �j"Jf � ter'' /� / � � �,,.,— „,,,�„ I `\� �� �\ \. `'�('l.'^.,. �_. / ry .� � � � � I i f ! /� F' °gyp w � 3 ��m 9.,�5r�� '^�: ,��Phc�it ,�� / ,�� / f �`' ' � _/ q�'' '"� - t``.,� v� \� � �` �. �@- � EX /STING 30 SEWER EASEMENT TO CARD /FF ����T � t� s s� . r : ° ° p. 3 -31 -11 � � ,� �zg.e� ,r , / / ; � � � _,.: � � \ \, �, .�v rr '� � � _ ,� � \ 7�S a 4 SAN /TATION DlS1R /CT PER DOC 90- 261544 � � � �'� _ .r-� � - � � ,� r REC 5 °14 -90 OF O.R & 30' EOUESTR /AN No. 29375 * � � _ ; � �'�* CNI�, �P � s2�s ”" � �" ,.� � , / / fl % �i i � /�,� ; ` � , L�'`, �� 1� � ��, �� �.� �, Epp 3 31 69 * / ' � \r� � / y- z TRAIL EASEMENT DED /CA TED PER MAP 12816 SCALE e 1 ° °= 40' * °�. �� -03 * � d J ' t �, �i '�x� -` � / '`�' '� r � � � ti � �• �'�y� sTgr�OA '''` �9rFOF����cOR�? � ti �, REIVISI ❑NS APPR ❑VED DATE REFERENCES DATE BENCH MARK SCALE DESIGNED BY D Y CKED BY APPR ❑VAL.S CI'rV ®F EI�ICINITAS ENGINEERING DEPARTMENT DRAWING N ❑, J. ARET P. PHA S. EYLER � COUNTY BENCH MARK H -0028 P PREP ED° UND ,,, �, UPERVISION Fa/ 3 REC ❑MMENDED APPR ❑�fED PUBLIC SEWER IMPR ❑VEMENT PLANS R • b 6" 51161:3 1.1 M/. S.W. HODGES DAM, 15' N'LY OF H ❑RYZ ❑NTAL 1 " =40' � ,� � DATEo �13 Don �►.7-3� / C/L HWY. BENEATH CONC FLUME CENTER, � � % u � 7 H06K. CONC. CULVERT, STD. TAB MKD iI` R.C.E. N ❑.� 29375 BYE ol� I�Y� RANC�1� S' V MMI`� DRI�%� -+ 1938 -H28 -148. VERTICAL 1 "= 10' � DATES -col Zv �fl ll DATES � "2� - 00 ENGINEER / // H Z_ O f CITE' OF' ENCINITAS T.M. 89 -031 SHEET 3 ®F11 ELEI�= 148.221, A.M.SL, � JAMES A, LARET EXR 3 -31- �- CI -14) W ❑RK PR ❑JECT N0. 108.99 �, v 1 1' 1 11 11 ,. 0 0 0 N N O O O m O L L li m 3 a Q 3 W U] Q1 Ql co O Ql m O_ m a a 0 0 0 N N (D N ti C H a i O O N N Q1 N (D C 7 C H 3 N m O i m m 0 m 3 O r a I I I 1 j D D j Z W 7 Z 1 ®T ^1^ W F C O O O N m cri N Ln m c a� of 3 Q W 3 W UJ Ql m O Ql O� OJ O1 3 O U a i 0 0 0 cv N Q LCJ m c r— m a w w 3 Ql m O m Ql m 3 a a Y (A J 66i ®d® C /9 J If) O qi v cjJ 1 Z J Wg i L 7 I T J 0® 0 0 I 0 0 N OJ m m a� I e 1 J p +p��g�/ V' - I J �0 C J a J z LLJ s i z 7 O s M J 11 -101 ,1, ,V, 0 0 0 N O (V V c+7 C 7 N H pt 3 O_ Q W 3 W UJ m 0 m Q1 N O1 3 a c0 U , il ®�I47t*j V JFA 09 0 0 0 cv v v of c ti c a I I: �. a WUKK YKUJL ; I NU. lUtleyJ (I ®18) `lIi` CI Fo1�