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2004-10 WOGENERAL NOTES 1. THESE C0NSTRCIC110N PLANS WERE PRE PARED FOR SAN DIEGUITt7 WATER DISTRICT (SDW47) AND WILL BE INSPECTED BY S.D. W.D. PERSONNEL. 2. ALL WORK SHALL BE PERFORMED IN ACCOR04A CE WITH THESE DR4WW9S AND THE S. D. W D. STANDARD SPECIFICATIONS FOR THE CONSTRUCTION OF WATER MAINS AND FACILITIES. CONTRACTOR SHALL BE REQUIRED TO HAVE ONE COPY OF THE SPECIFICATIONS ON THE JOB S17E AT ALL TIMES. 3. THE PIPELINE PLANS AND PROFILES SHOWN ON THESE DRAW /HG'S ARE BASED UPON RECORD INFORMATION AND SI7F SPECIFIC POTHOLING FOR EXISTING PIPELINES NV THE VICINITIES OF POINTS OF CONNECTION AND POSSIBLE CONFLICT AREAS. FIELD EXCAVATIONS (POTHOLING7 AND SUBSEQUENT PIPELINE POSITION CHECKS BY LAND SURVEY METHODS _ THE CONTRACTOR IS RES'PONS /BLE FOR POIHOi m ALL UTILITIES TI,GIT CROSS OR LIE NEAR THE CONSTRUCTION TRENCH IN ADVANCE OF ANY PIPE INSTALLATION AND SHALL NO77FY, IMMEDIATELY, THE ENGINEER OF WORK ANO S D. W.D. PERSONNEL OF ANY CONFLICTS 4. NO #VRK MAY BEGIN OR PROCEED ON THE PIPELINE WDTHOUT DMEC7TON OF A S.D. W D. R£PRESENTA77VE SCHEDULING MUST BE 24 TO 48 HOURS IN ADVANCE OF WORK. 5. UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL BE MADE DRY. THE TIME DURA77ON OF ANY SHU7DOWNS OF EXIS77NG MAINS SHALL BE SUBJECT 7O APPROVAL BY S.D. W.D.. S.D. W.D. SHALL BE N077FIED 7WO WEEKS, MINIMUM, IN ADVANCE OF ANY SHU7DOWN. 6. Nb SHUTDOWNS WILL BE SCHEDULED ON A f RDA Y 7 THE C0N7R4C70R SHALL DEMONSM47E TO THE S.D.WD. REPRES£NTAIIVE AT LEAST 24 HOURS IN ADVANCE OF EACH SCHEDULED WATER LINE SHU7DOWN 7HAT HE HAS PREPARED FOR THE REQUIRED WORK. WORK WILL NOT BE ALLOWED 7O COMMENCE UN77L ALL MATERIAL AND EQUIPMENT NECESSARY FOR 7HE CONS7RUCTION ARE AVAILABLE AT THE POINT OF IIIIII PRIOR TO SCHEDULED WATER WATER LINE SHUTDOWN THE CONTRACTOR SHALL PERFORM AS MUCH WORK AS POSSIBLE WITHOUT ACTUALLY DE- ENERGIZING THE PIPE AND AS PERMITTED BY THE S.D.W.D. REPRESENTA77VE: CONNEC77ON TO EXIS77NG WATER SYSTEM SHALL BE PERFORMED WITH A MINIMUM SHU7DOWN TIME, AS DETERMINED BY S.D. WD. REPRESENTA77VE 8 S.D.WD. WILL PERFORM ALL VALVE OPERA77ONS REL470 In THE EX/S7TNG WA7ER SYSTEM AND PERFORM /NSPEC77ONS OF THE CON7RACTOR'S WORK RELA7FD IO THE WATER SY57FM. MATERIALS AND WORK NOT CONFORMING lO THESE DRAWINGS AND 7HE DISTRICT'S STANDARD SPEC1f7C4770NS OR REQUIREMENTS WILL BE RE✓EC7FD. 9. CONTRACTOR SHALL REWEIY ALL PROPOSED TRENCH #17RK WITH C 1VOSM A COPY OF E7ffMC IIUN LETTER OR 7RENCHING PERMIT, IF REQUIRED, SHALL BE SUBMITTED TO 7H£ DIS7RICT PRIOR TO CON57RUC770N. 10. THE WATER SrSIEJNS SHALL BE PRESSURE 1ES1ED IV ACCORDANCE P" 1HE PROCEDURES IN THE STANDARD SPECIRCA77ONS OR AS DIRECTED BY S.D.W.D. REPRESENTA77VE. 11. CON7R4CrOR TO 77E Of ALL VALVE LOC4770NS AND PROW9DE WRIT7E7N D#0VS10NS TO SFID REPRESENTA77VE IMMEDIA7ELY UPON INSTALLA77ON OF VALVES. 12. BOND ALL MECHANICAL JOINTS, I.E. VALVES, fUINGrs, REDUCERS AND Coupons, s, NOT DESIGNATED AS INSULATORS. 13. ALL NON TAPE/MORTAR COATED ITEMS StXW AS VALVES, FITTINGS, ETC. SHALL BE WAX TAPE COATED PER SD. WD. SPECIFICATIONSS, 14. CANM4CTOR IS REQUIRED TO OBTAIN ALL NECESSARY PERMITS f OR EROSION CONTROL AND ABIDE BY ALL REQUIREMENTS 7HE EROSION CONTROL DETAILS MI'L'LUDED IV THESE PLAINS IS THE MIIVAI/UN/ REOU►RE7N1EN75 ADOMNAL REQUIREMENTS MAY BE IMPOSED BY S. D. W. D. OR 77C ENGINEER OF WORK TO CONFORM TO COUNTY OR STATE EROSION CONTROL CODES AS CONSTRUCTION PROGRESSES 15 OWNER WILL PROVIDE COMPAC7ION 7ESTS OF ALL 7RENCH #VW CONTRACTOR WILL MEIN ANY S D.W.D. REQU IREMENTS. 16. CONTRACTOR WILL BE RESPONSI&E MR MA/NTA/NMG THE MII9GR17Y OF ALL UTTLIT/l NIT WN WORK AREA AND WILL BE RESPONSIBLE FOR ALL DAMAGES UNCURRED. DESCRIPTION LEGEND CALTRANS NO. GRA VEL BAG CHECK DAM SC -6 & 8 sIL r FENCE sc -1 GRA VEL BAGS SC -6 & 8 VEHICLE & EQUIPMENT NS-8,9 & 10 STORAGE AREA, GENERAL � ,OF ES, SI7F MANAGEMENT AND W_ 1, 5, 6, 8 & 9 MA 7ERIAL STORAGE AREA Z - STABILIZED C01VS7RUC7I01V 7c -1 ENTRANCE 4� ,. P.O. F� GE07EX77LE MA 777NG OR SS -3, 4 BONDED FIBER MA 7RIX (Bf V) En 0 M M d 0 0 N 3 Z w w U a J W Of 0 PO 3 0 U to i 3 LO i oO U " 1 0.4 > 0 r IV SYMBOL �X17- - Z7/- �X RANCHO SANTA FE y°F0 N DE SITE VICINITYMAP NO SCALE THOMAS BROS 1168 -C1 Ar S CENTA WORK TO BE DONE E IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE 1,A C T. ACCORDING TO THESE PLANS; THE CURRENT SAN DIEGO COUNTY CL pUL�T DEPARTMENT OF PUBLIC WORKS STANDARD SPECIFICATIONS AND \\ SPECIAL PROVISIONS FOR IMPROVEMENT OF SUBDIVISION STREETS PROP. W.L. ESMT. TO S.F.I.D. AND STANDARD REFERENCE DRAWINGS. THE WATER FACILITIES fVSA \ WORK SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFI- FOR1 v \ EXIST. ELECT. E.Wr CATIONS AND DRAWINGS OF THE SAN DIEGUITO WATER DISTRICT. A DE 23:�t0 -26 ITEM - LINE STD. DWG. NO. LEGEND C V I ,�- 23 fJO� -Zb, 1s" P c. C-905 WA TER L --- J� I,�J�� \ LOT 1 J P -4 LO T 2 2" BLOW -OFF ASSEMBLY \ \ 2" M.A.R. P -10 0 2.85 -- 0� \ � CONCRE7F THRUST BLOCK P -11 LOT 3 O��s (FOR PLACEMENT DISTRICT 7O ti '02 DEIFRM /NE BEARING AREA AS cut VER r �o� REQUIRED.) j�� \\ tr VISTA "F ` " Zo 16" BU77ERFL Y VALVE FORTUNA- - 235 x'0-32 LOT 8 MAP N 4401 2 5' -M-'31 LOT 7 INLET STABILIZED Goo CONS77?. ENTRANCE l �o GZ 0 KEY MAP LEGEND EXISTING SEWERMA/N S EX/S7TNG WA TERMA/N W PROPOSED WA TERMAIN - w EASEMENTS - - R INAGE FLOW ARROWS -� D A IN STREETS PROPOPSED 16" P.V.C. WATER MAIN GRAVEL CHECK DAM 1. SET POSTS' AND EXCA VA TF 2. STAPLE WIRE A 4 BY 4 IN 110 BY 10 CW FENCING TO TRENCH UPSLOPE FROM ANDD THE POSTS ALONG THE LINE OF POSTS 10' MAX. , 4IN(10CM) J. A TTACH THE FIL 7ER 4. BACKFILL AND FABRIC TO THE WIRE COMPACT THE FENCE AND EXTEND IT EXCA VA 7E-D SOIL, INTO THE TRENCH. f7L lE7? FABRIC i L Jill SILT FENCE RECORD PLAID NAME: JAMES A L•AR R.C.E. 29375 DATE: 8-2-07 23-P0 -�30 LOT6� 285-7'30-21 6' EXIST. S.D. G & E ESMT. 23 -5- 110-23 LOT 4 EXIST. W.L. ESMT. TO S.D. W.D. Z.s�11�2� EXIST. SEWER E,SX/T. w G� AND EXIST WA 1FR LINE ESM 1 �r1 LOT S a0 \j IMIT OF WORK EXIS77NG 30" WA TERMA /N/ PROP. WA TER ESMT. TO S.D. W.D. / s KEY MAP SCALE: 1 " =200' GRAPHIC SCALE 0' 200' 400' 800' oQ�pFESS /O/V l A. A �m Lu N0.29375 * Exp. 3 -31 -09 OF C A\_\F ENGINEER OF WORK NAME: JAMES A. LARET R.C.E. 29375 PHONE NO: (858 756 -9374 ADDRESS. 16091 SAN DIEGUITO RD. SUITE C -5 P.O. BOX 9661 DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS 8 HAVE EXCERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS D A- 703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS TNT W1f14X ENT STANDARDS. LL �' I UN AND THAT THE EC P 0A CT DRAWINGS AND FIC#jP0I�Y �) *h IIDIEGUITO WATER DISTRICT IS ONFINED T REVI Y AND DOES NOT RELI M A8, rtNGINJzER .Q j WORK, OF MY RE PON I�E FO,� P OJECT BY: 'I DATE: '� s� CIVIt qI' FZ JAMES OF CA% -W ME N0: 29375 EXPIRES: 3 -31 -07 1 inch = 200 ft. OWNER S. & G. CONSTRUCTION, L.L.C., A CALIFORNIA LIMITED LIABILITY COMPANY P.O. BOX 9296 RANCHO SANTA FE, CA 92067 (858) 756 -3795 ASSESORS PARCEL No.: 265 - 110 -28,29 & 30 SITE ADDRESS NA DE FOR77JNA & LA CRESCENTA RANCHO SANTA FE LEGAL DESCRIPTION STORM i WATER MANAGEMENT NOTES 1. DURING THE RA /NY SEASON FROM OCTOBER 1ST 70 APRIL 1ST 7H£ AMOUNT OF EXPOSED SOIL ALLOWED AT ONE TIME SHALL NOT EXCEED 7HAT WHICH CAN BE ADEQUATELY PR07FCTED WITHIN 48 HOURS OF A PREDICTED RAIN. 2. 125X OF ALL NEEDED BMP MATERULS SHAM BE STORED ONS/TE YEAR - ROUND, TO ALLOW FULL DEPLOYMENT AND INSTALLA7ION W17H /N 48 HOURS OF A PREDIC7ED RAIN. 3. THE PROPERTY OWNER SH&L COMPLY WITH ALL APPLICABLE S70RN WATER REGULA77ONS AT ALL 77MES. 7HE BMPs THAT HAVE BEEN INCORPORATED IN70 THIS PLAN SHALL BE IMPLEMENTED AND MAINTAINED TO PREVENT ONS17E EROS /ON AND TO PREVENT DISCHARGES OF POLLUTANTS FROM LEAVING 7HE SITE MAINTENANCE OF BMPs IS THE RESPONSIBILITY OF THE PROPERTY OWNER AND FAILURE TO PROPERLY INSTALL OR MAINTAIN 7HE BMPs MAY RESULT IN ENFORCEMENT AC77ON BY THE COUNTY OF SAN DIEGO OR OTHERS. IF INSTALLED BMPs FAIL, THEY MUST BE REPAIRED OR REPLACED WITH AN ACCEPTABLE ALTERNATE AS SOON AS IT IS SAFE 70 DO SO. 4. PERIMETER SEDIMENT CONTROL BMPs SHALL BE INSTALLED IMMEDIATELY AFTER 7HE AREA TO BE GRADED IS BRUSHED OR CLEARED, BUT PRIOR TO 7HE START OF GRADING OPERATIONS, 5. EROSION CONTROL BMPs USED FOR SLOPE STABILIZ4770111 SHALL BE INSTALLED AS SOON AS THE FINISHED SLOPES ARE COMPLETE. 6. A PER /MEIER BMP /NSPEC77ON IS REQUIRED ON THE FIRST DAY OF GRADINGG, A PORTION OF LOT 4,5 AND 6, ACCORDING TO MAP THEREOF NO. 14401, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY MAY 28, 2002 AS FILE NO. 2002 - 0447745. M✓ F 1%2 "x4%2 "x13' CONCRETF THRUST RING MJ F L EXIST 30" PIPE (36" 0. D.) NEW 16" b:, C -900 < PIPE <. 4 ' 12 " 36" 12" 16" M✓ x F F x F REDUCER 36" TO 16" 16" F x MJ ADAPTOR ADAPTOR CONNECT /ON VETA /L STA. 0+ 79 AND 13 +25 0 NO SCALE SAN DIEGUITO WATER DISTRICT APPROVED BY: W C* - DATE: 211 c,0 `I APPROVED CHANGES N0. DESCRIPTION APPB OVED DATE AD1� DETAIL, AND RECORD Pf,ANs S.D.W.D. GENERAL NOTES 1. WATER M4MVS', LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING 70 THE STANDARD SPECIf7C477ONS OF THE SAN DIEG&TO WATER DISTRICT. THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE. 2. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, r0P OF PIPE PROFRE IS 4 FEET BELOW CENTER LINE FINISH GRADE OF THE EXIS77NG GROUND. 3 CON RACTt7RS SHALL ACQUIT?£ A THE NCH /NG PERA#T FROM THE CALIFORNIA DAoI OF SAFETY FOR ALL TRENCH WORK. 4. PRCWDF AUT0MG477C AIR AND VACUUM RELEASE ASSEMBLIES AT ALL HIGH POINTS IV WATER MAIN PER S.D.W.D. STANDARDS. I CONTRACTOR S7,f,4LL OBTANV ENCROACHMENT P£RM/T FROM THE COUNTY DEPARTMENT OF M4NSPORTATION FOR ANY EXC41III WITHIN EXISTING COUNTY RIGHTS -OF -WAY. 6a THE DISTRICT REQUIRES THAr COMPACTION TESTS BE TAKEN WHERE WATER LAMES ARE INSTALLED WITYNV EXISTING CITY RIGHTS -OF -WAY, PRIVATF EASEMENTS, AND THE RESULT' APPROVED BY THE CITY OF ENCINITAS, BEFORE THE WATER LINES ARE ACCEPTED AND A COPY SENT TO THE SAN DIEGUITO WATER DISTRICT OFFICE. 7 FILL AREAS MUST BE COMPACTED 70 90X, PRIOR 7O PIPE INSTALLATION. 8. PRIOR 70 AWARDING WATER LINE CONIRACT, OWNER SHALL ADVISE PROSPECROF C0NM4C7ORS lit OBTAIN AND REVIEW CURRENT SAN DIEGUITO WATER DI57RICT°S SPECIf70477ONS. CON7RACTOR IS RESPONSIBLE FOR CONFORMING TO SAID SPECIFIC477ONS 9. THE CONIR4CMR SHALL N017ry 7HE D/SMCrS 1AGPEC770M DEPARTMENT 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARR4NGE FOR INSPEC77ON OF PROJECT. 10. DISINFECTING OF WATER MAINS SHALL BE ACCOMPLISHED PER SAN D/EGUITO WA7ER DfS7R/CT SPEC 'S If. CON7RAC70R 70 EXERCISE EXTREME C4U77ON WHERE THESE WATER LIVE IMPROVEMENTS ARE 70 BE CONSTRUCTED ADJACENT TO THE EXISTING PUBLIC U77LI77ES SHOWN ON THESE PLANS. WHERE CONFLICTS ARE DISCOVERED THE CONTRACTOR IS RESPONSIBLE FOR N077Fy7NG BOTH 7HE S.D.WD. INSPECTOR AND THE DESIGN ENGINEER TO RESOLVE ANY CONFLICTS 12. BEFORE EXCAVATING fOR 7H/S C0N7RACT, VERIFY LOC47701V OF UNDERGROUND U77LMES: THE CONTRACTOR SHALL 7FLEPHONE FOR.- DIG ALERT: 1 -800 -422 -4133 13. SAFE7r NI<7'THER THE OWNER NZ7R TN1E ENGINEER OF WORK #XL EM99RCE SAFETY MEASURES OR REGULA7701I 7HE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULA77ONS. 14. SAFETY AND RESPONSIBILITY CON7RAC70R AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SI7E COND177ONS DURING THE COURSE OF CONSTYUC770N OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. CONTRACTOR FURTHER AGREES THAT THIS REQUIREMENT SHALL APPLY COIV77NUOUSL Y AND NOT BE LIMITED TO NORMAL WORKING HOURSS, CON7RACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFOR6IANCE OF WORK ON 7H/S PROJECT, EXCEPTING LIABILITY ARISING FROM 7HE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 15. EX/S77NG LM/DERGROUNO U77LI77ES• THE EXISTENCE AND LOC477ON OF ANY UNDERGROUND U11LIlY OR S7RUC7URES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THE CON7RACTOR SHALL TAKE PREC4UPOAARY MEASURES 70 PR07ECT THE U77LITY LINES SHOWN ON 7HESE PLANS AND ANY 07HER LINES WHICH MAY NOT BE OF RECORD NOR SHOWN ON 7HES'E PLANS 7HE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS TO LOCATF ALL EXIS77NG UNDERGROUND FACILITIES IN AND AROUND 7HE AREAS OF C0N57RUC770( EXPLORATORY EXC4VA77ONS SHALL BE PERFORMED SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF NECESSARY DUE TO ACTUAL LOCA77ON OF EX/S77NG FACIL17TES. 16. UI'VLESS 07HERWSE MO70, ALL CONNECTIONS TO EX/S77NG MAINS WILL BE MADE BY THE CON77?AC70R, UNDER 7HE SUPERVISION OF SAN DIEGUITO WATER 967RICT, AFTER PAYMENT OF 7HE ES77MA7ED COST BY THE DEVELOPER. 17 CON7RACTi7R SHALL OBTAIN EWRLj4CWcNT P>FRM/T fROM 7HE CITY OF ENCINITAS fOR ANY EXCAVATION W/1H/N EXIS77NG CITY RIGHTS -OF -WAY. 18. APPROVAL OF THIS PLAN BY S. D. W. D. DOES NOT CONSTITUTE' A R£PRESENTA770N AS TO THE ACCURACY OF, 7HE LOCATION OF, OR 7HE EXISTENCE OR NON- EXIS7FNCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN 7HE LIMITS OF THIS PROJECT. IMPORTANT NOTICE UNDERGROUND SERVICE ALERT SEC77ON 4216 14217 OF 7HE GOVERNMENT CODE REQUIRES A DIGALERT IDEN77RICA 770N NUMBER BE ISSUED BEFORE A PERMIT TO EXCA VA TE- WILL BE VALID. FOR YOUR DIGALERT I. D. NUMBER CALL UNDERGROUND SERVICE PREPARED BY: 0 0 U ti ALERT. CIVIL ENGINEERING * LAND PLANNING * SURVEYING * G.P.S. SURVEYING W TOLL FREE- 1- 800 - 422 -4133 7 4V WORKING DA YS BEFORE YOU Ol0 � ,OF ES, p� 16091 SAN DIEGUITO RD. SUITE C -5 * (858) 756 -9374 * Santa Fe, CA 92067 FAX (858) 756 -4231 Z - 4� ,. P.O. F� Box 9661, Rancho Z PERMITS '� PRIVATE CONTRACT W ,,:}75, NIA Exp• 3'1 -07 SHEET COUNTY OF SAN DIEGO 2 W REZONE PERMIT NO. CIVIL P / 1 DEPARTMENT OF PUBLIC WORKS SH � SPECIAL USE PERMIT NO. N A TENTATIVE MAP NO. N/A F ®FCA��F N.O.I. NO. 9370323473 BENCH MARK DESCRIPTION: COUNTY B.M. H 0028 i LL Q z STD. TAB M KD 1938 -H28 -148 U; LOCATION: 1 1 Ml S W. HODGES DAM, 15' N C HWY. - BENEA TV CONC. FLUME, HD CONC. CUL VERT RECORD FROM: COUNTY OF SAN -DIEGO ELEVATION: 148.221 DATUM: A.M.S:L. REC OMMENM MR APPINNx 3' I CMECRE4 Wt. APPRCnrAL D AM TM FILE NO. JN 759 m LL z L m LL d a LO 0 L6 M rh 0 x-210 1-200 I ---1 80 FIlij o' a A, o �h W � � QyL tOZ� Q � II C NS7RU IRON N 7E: A7ST. W 4 TER LINES r*s o 16" PVC C -905 DR -25 ') A HIH AM PROXIM LUCA 4 1F EX 1UN CJYL CT L OC L;XrIS1. A 7701VS VA ILK LWLS qA VF• N A; 2 T BEEN DETMEMRA FINCIO B THESE DRAW S. CON7PACTOR CONTRACTOR THESE SHOUZ.D DETERMINE EXACT SHOULD L A 770N PR /OR TO CO TRUC AND NO77FY DISR /C OF A Y DISC E PA NCI S. D /SCR PANCIE . Q9� £X. 6 OUND EX. 3 " W. L. EX. eWOUND OVER PRO OSED 16" P. V. C W.L. it c +h II h Q�c �d> TO OF P OPOSE 16 P. V. C. C -905 W.L. 9.1i M /N. =159. C01 fS TRUC 7 PON NO 0 A7ST. W 4 TER LINES r*s o 16" PVC C -905 DR -25 L4 I TH ANC L OCA 77 AP ROX /MA TE EXA v 4' MIN. COVER BEEN II Q OW THESE DRAWN6S. ;�o ACTOR SHOULD m� EXACT - L0 4A 7701VS PRIOR 6.5 7RUC77 AND 9.1i M /N. =159. C01 fS TRUC 7 PON NO E- 9N Of A7ST. W 4 TER LINES AR 30.00' 16" PVC C -905 DR -25 DEI I TH ANC L OCA 77 AP ROX /MA TE EXA T LOCA 77ONS h A ME NO BEEN DEMW YED BY THESE DRAWN6S. CON ACTOR SHOULD DETERMINE EXACT L0 4A 7701VS PRIOR TO CON 7RUC77 AND 077FY /SR /CT OF AN D /SCR PANCIE . Q9� �INIo +^ o� ?OPOSE •i6 ,. " V.C. WL. / 10.31% 4'I MIN. C�WR N N OO N Q Q. O EX. 0" W.L. RE�0 1 / 30 ham 1 FA 180 1� IC 11 0 1 E O X. 30 W.L. I .b' ' V _ 150 0.47 ooh a 150 3 " N',q EG '�') p ' Z 0' )OSRN GROUND L ao ao o LEV. STA. +95 11 W" ` ( •) /NSTA L 2" e.0. PER —4, HORIZON AL S ALE: " =40' h ° ° W � ROPOS D TOP OF TOP= 150.50 PIPE EL V. ( ) 1 0 = = 140 CC) O h O N N ^ N O ^ N h ') O O N O ^ �o N a0 O N ' h O "� a0 O h ') �o O V a O N h h^ h ') h �o cN <f op N co a0 • a0 op N ^ . ^ r< co co cfl cfl co r\ 00 00 0i of O h �o of a a0 (o 0i 1 N O ni �p h L6 L � � � L Ln h h h � U) � h � O � �o �o �o �o �o ^ ao O O rn N N O N N N N N N ^ O 1 0+50 l+gr,� 0 2+00 2 +50 3 +00 3 +50 4 +00 4 +50 5 +00 5 +50 6 +00 6+50 7+00 7+50 8 +00 8 +50 9 +00 9 +50 10 +00 10 +50 11 +00 11 +50 12 +00 12+50 13 +00 13 +50 I 2" M.A.R. " GRAPHIC SCALE 1 1 1 EXlST7NG 24 G. V. _ / t47 'STAB /L /ZEDp TO BE REMOVED E"N1R 7RUC710N 40 o Yo +o so' Teo ANCE' — _ - SEE KEY w w W — -- - ----- _ MAP w — . w _w w _ ._— _ _ Ot%g 7A 1+ 0.05 — — — — — _ : —�`W -~ -- -1y --- --y 'lir17� NO, J 1NI✓J �� � j�t' �` 1 inch FEET ) STA.6�- - f INSTALL 45' BEND APPROX. LOCA 77ON EXIST. -- _. -N, , �,�� � ' r BEG IN CONSTRUCTION. _ (� " 7.5 - , ST WITH THRUST BLOCK. 30 f W.L. TO BE REMOVED, �. _�lY \ v t> _ " " �"� -r EXACT. LOCATION UNKNOWN. CONTRACTOR TO PRO NDE' � i \ r / s LOT PREFABR /CA TED 30 x 16 �� � 5 'r � � � tD / EF L 5• R 4 EDUCER. REDUCER MUST BE D ¢ B - APPROVED BY SAN DIEGUITO , / LOT 6 15 f ) WA TER DISTRICT PRIOR TOE- STA.1 +00 - INSTALLA 770N. VERIFY -- INSTALL 45 D/AMEMIR z W/ THRUST BLOCK. r OF 30" PIPE PR /OR TO DESIGN. DELI` 38'39'40 "f SEE CONNECTION TA 2 +00 STA.1+95 ,DET791L, 5HEET 1 o 2" B. 0. PER P -4 INSTALL JOINT GRA VEL CHECK DAM RESTRAINTS ,n f J! STA 2 +40 WA TER DATA TABLE NO BEARING LENGT V DESCR /P7701V 1 N61 *10'01 "E 30.00' 16" PVC C -905 DR -25 2 S8070'14 "E 10.05' N +ov S357014 "E �zj n II Mhm 62.35' U N43 53'39 "E �V # 6 N40 45'01 "E 229.38' # N2930'0 1 "E 312.82' # 8 S74'30'01 "W 34.44' # �► Q9� FA 180 1� IC 11 0 1 E O X. 30 W.L. I .b' ' V _ 150 0.47 ooh a 150 3 " N',q EG '�') p ' Z 0' )OSRN GROUND L ao ao o LEV. STA. +95 11 W" ` ( •) /NSTA L 2" e.0. PER —4, HORIZON AL S ALE: " =40' h ° ° W � ROPOS D TOP OF TOP= 150.50 PIPE EL V. ( ) 1 0 = = 140 CC) O h O N N ^ N O ^ N h ') O O N O ^ �o N a0 O N ' h O "� a0 O h ') �o O V a O N h h^ h ') h �o cN <f op N co a0 • a0 op N ^ . ^ r< co co cfl cfl co r\ 00 00 0i of O h �o of a a0 (o 0i 1 N O ni �p h L6 L � � � L Ln h h h � U) � h � O � �o �o �o �o �o ^ ao O O rn N N O N N N N N N ^ O 1 0+50 l+gr,� 0 2+00 2 +50 3 +00 3 +50 4 +00 4 +50 5 +00 5 +50 6 +00 6+50 7+00 7+50 8 +00 8 +50 9 +00 9 +50 10 +00 10 +50 11 +00 11 +50 12 +00 12+50 13 +00 13 +50 I 2" M.A.R. " GRAPHIC SCALE 1 1 1 EXlST7NG 24 G. V. _ / t47 'STAB /L /ZEDp TO BE REMOVED E"N1R 7RUC710N 40 o Yo +o so' Teo ANCE' — _ - SEE KEY w w W — -- - ----- _ MAP w — . w _w w _ ._— _ _ Ot%g 7A 1+ 0.05 — — — — — _ : —�`W -~ -- -1y --- --y 'lir17� NO, J 1NI✓J �� � j�t' �` 1 inch FEET ) STA.6�- - f INSTALL 45' BEND APPROX. LOCA 77ON EXIST. -- _. -N, , �,�� � ' r BEG IN CONSTRUCTION. _ (� " 7.5 - , ST WITH THRUST BLOCK. 30 f W.L. TO BE REMOVED, �. _�lY \ v t> _ " " �"� -r EXACT. LOCATION UNKNOWN. CONTRACTOR TO PRO NDE' � i \ r / s LOT PREFABR /CA TED 30 x 16 �� � 5 'r � � � tD / EF L 5• R 4 EDUCER. REDUCER MUST BE D ¢ B - APPROVED BY SAN DIEGUITO , / LOT 6 15 f ) WA TER DISTRICT PRIOR TOE- STA.1 +00 - INSTALLA 770N. VERIFY -- INSTALL 45 D/AMEMIR z W/ THRUST BLOCK. r OF 30" PIPE PR /OR TO DESIGN. DELI` 38'39'40 "f SEE CONNECTION TA 2 +00 STA.1+95 ,DET791L, 5HEET 1 o 2" B. 0. PER P -4 INSTALL JOINT GRA VEL CHECK DAM RESTRAINTS ,n f J! STA 2 +40 WA TER DATA TABLE NO BEARING LENGT V DESCR /P7701V 1 N61 *10'01 "E 30.00' 16" PVC C -905 DR -25 2 S8070'14 "E 10.05' # S357014 "E 339.28' n 4 N88 5339 "E 62.35' U N43 53'39 "E 226.68' # 6 N40 45'01 "E 229.38' # N2930'0 1 "E 312.82' # 8 S74'30'01 "W 34.44' # 3 1 O APPROX. LOCH TION EX/3"'f. 30 "f WL. TO BE REMOVED, \ to �_�- g,, <20 i �,�' -- ----�_ _ _.._�_...____ -_ �'.��.� -- +, EXACT. LOCA 7701V UNKNOWN, -` �o � ,� — 2 Sl0 N 8 w faD J-' S(S� N o XISTwG 8" P• ✓ R � '- _. _ � \ �i`Y� � _ � -. _.�� -�--- � QOUND96 Y' _ Tp,/ 51 {` tA•' D h� v ` ` � ;EWER MAIN PER "14 TM 5196-1 S 48EN " - / \ - 11"15'00 � __ 3p•� X. �� INSTALL DEF = •` Tl -/RUST BL�K' -� , ,1gC7.8•'L. R �'V 110 W W w E'�glN CTO,Q TpC PON U\ • i SILT FEN k0� REpUCEg7F13 S/ O �, /b„C X ---, P A 44, DES /cN 4,V, ` +o o_ VAE� 1 �, � 6'.3 rNG , SILT FENCE��� 10'T ANDA �1 '/ �--Y STA• STA 8 R CROS 10x00 .EAS.0 EN�'N© 20 / L E ORA ARE A1 f / X8+5 • OU 0K• $ SEWE ,, STA• � 15 �R'w TA. � __ -_. _..__. __ _ _. - _____ -- -- �_ _ - - -- 3 EX/S17NG SEWER EASEMENT OED /CA 1F0 10 THE RANCHO SANTA FE COMMUNITY � • t.. ATERIAL% ST 10 / N NSTAL 2 M' ANp• S - SERVICES DISTRICT PER RNA MAP, RECORDED MA Y 28, 2002 AS FILE _. I INST �, B4O' LACE ..... �•C SILT FE NO. 2002- 0447745. -- Z v / / - oco >` % ANO 40 AT RED gp0 MAIN fl ago 1 L R ---�= EX/S77NG 16' W�'DE WAl£R L /NE EASEMENT Tiff SAN D /ECU /TO /RRiGr4T10N -• r A•�x4 ' SEW ON OF WA 9+ / - r--` D ISTR ICT RECORDED 4 -14 -50 IN BOOK 3581, PG 282 OF- O.R. 6 fib. 05 ' ST X 4 ECHO OAR ______ _ __ EX/S7TNG 10' WIDE R/D/NG TRAIL EASEMENT 70 RANCHO SANTA FE ASSOC/A 770N � U AGS 6, ,, E ITN 20EN�ERE 36 �/ _. © RECORDED 8 -26 -74 AS F/P 74- 232186 OF O.R. PREPARED BY. SASp B E C ,138• g NEEpEp PIP STA• 3'08 EX7S77NG EASEMENT FOR RIOL061CAL OPEN SPACE GRANTED 70 THE COUNTY � 8 �-- , � � OF SAN DIEGO ON 1-22 -02 AS DOC NO. 2002 - 0051675 OF O.R. 0 11 68 N o° I s NE�� ° _ ® EXISTING EASEMENT FOR F7RE CLEARING OPEN SPACE GRAN7ED 70 7HE Z 3 TA•5 45 ^, " COUNTY OF SAN D /EGO ON 1 -22 -02 AS DOC. No. 2002 - 0051676 OF O.R. W S STALL �� �RAI' NIA to 3 _.— — S51 54'47 W CIVIL ENGINEERING * LAND PLANNING * SURVEYING * G.P.S. SURVEYING W z c� cn IN PLAN o 00 �� Cpl'( _ — o __ __SUBD EX/S17NG WA 1FR L /NE AND ACCESS £ASE7NENT GRANIE"D TO SAN 01EGU/ 16091 SAN DIEGUITO RD. SUITE C -5 * (858) 756 -9374 Z O PE _ SEV� R BOUND, 5196 y'_ -- - - -- WA 7FR D /SIR /CT PER FINAL MAP RECORDED MA Y 28, 2002 oQ�OFESS�pH� p•0. Box 9661, Rancho Santa Fe, CA 92067 * FAX (858) 756 -4231 Q C_- �p (�' F AS FILE NO. 2002 - 0447745. �`� g A. Fy Z -( Kin PERMITSp "A a PRIVATE CONTRACT w 5 _ _ Exp. 3 -31 -07 W °� -/ o REZONE PERMIT N0. NIA * SHEET COUNTY OF SAN DIEGO a STA.4 +49.33 x ,# 1 / INSTALL 45' BEND AND f 1 1/4' f' / - 2 DEPARTMENT OF PUBLIC WORKS SHEETS - - -- _ _ SPECIAL USE PERMIT N0. N A CIV1�- �P r o PLAN & PROFILE OF WATER LINE IMPROVEMENTS FOR Q I� _ - . - -- �V,C• �* r, - -- NIA E OF CAVE BENDS W/ THRUST BLOCK PET p4RAI ►� / ° / P• - TENTATIVE MAP NO. n ' " ,I' N� NG 8 PER 9370323473 _ �. a J DEF. = 55 t�6 58 , /r 1-1 i /A X, n MAIN SEA N.O.I. No. f6 , V, ,WTI TER LINE / GS IT RAIL ✓ jWC g N Pv 5 / kn �/ SEpRI��IA APPROVED CHANGES BENCH MARK RELOCAT%CN SANG EXISnN TD REM ,' 15 TO 1 .�' LA S f VISTA DE FORTUNA EXIS ESMT' \ "/' PLAN APPROVED FENCE /- EWER p. 62116 / NO. DESCRIPTION BY DATE DESCRIPTION: COUNTY B.M. H 0028 CALIFORNIA COORDINATE INDEX 314 -1701 Z -' / S S.F. C' S 84 _- STD. TAB M KD 1938 -H28 -148 ,3 R. ER p pC 1 84 0• - / PL. AN REV /5/0MS AND MR �rta►� APPna�: (!1 i J PLAN �� N P C 9'2 J REGORO PLAN LOCATION: 1.1 MI S.W. HODGES DAM, 15 N C HWY. a ,--'� 01�5j4 RE �� r -� BENEA 1N CONC. FLUME HOWL CONC. CUL V£RT uj • SUB ARY i"- RECORD FROM: COUNTY OF SAN D /EGO w I Z_ Boy 5p1 g6'� SCALE: 1 " =40' aim i ELEVATION: 148.221 DATUM: A. M. S. L. Es �. � ' �wPr:ovN• o+►�: TM � C� Z • FI LE NO. JN 759 __ f -220 —210 —200 2 I � „ � of P1 rum t 'Uj IJ I H A 7701V IV L UGA FM� F FAM'� ��3` ARr- N6170'01 "E 00' DER77Y AND LOCA A, A7 Ro P' ME LEX c r L OC 4 7WINS w ivor BE D=A D= M VED 80, S THE 7" i DRAWL S. CONMACMR AC TO SHOUID DETERMINE EXACT i CT Lt IC44 770VPV , PRIOR 70 COASMUCTI 7RUC 77ON W AND N077FY DISRIC7 OF A� IYDISC FFANC/A _s� A� i CO IS MUC 7 rON NO or 0�r 71 N 4 7M L# ��3` ARr- N6170'01 "E 00' DER77Y AND LOCA APPRO,WMA il 7F_ EXA4 71 LOC 77ONS t-, A W NO '- BEEN qr7r_y# R - VED BY THESE A WA pff IV CON I AC TO SHOULL 1 DETER /NE Ex i CT LO A 77ONS PRIOR 0 0 CON 7RUC 77ON AND NO 77FY CFRIC T OF AN DISCR4PANCIE$� PROPOSELP 16 PJ VC. W4. 'mot , ro_..5., ApON go-.pg4 Ext 30 " W.L. 0 mmmm lho.11111 1AARS22ml. 11111,11A low —111 .�mm IN IPA oil moll NkIfAl JC&M V. vu.- V K I IGjNL 6 ------ r46 N t< N 16 ct v tn tr) Lr) u) Lr) (Z�) lA_j f6 (NJ - 4 'N Q) Z"i ^ 0+50 2+50 J+00 3+50 4+001 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 12+00' f2+50 13+00 13+30 IC_ SCALE, A 11 "AP", 2 9MMul —46 ro BE R�vowv� 2" Y.A EA75 771VG 24 0. V. C) GRAPH V7 7,, EN lleANCE; mo/v SEF A2 ry w w I 'bldh 4 --- ------- + w io f-7 -.6m I J�o #VSTALL 45* BEND PPROX. ✓ L OCA 770At EVS r WTH IRRUST&OCK. lif 1XACr 4 60A 770N UNKNOW. —_J BEGIN 770M. Ov SO wf W L. ro or RLwo wa I �S4 COIV77?ActoR ro pRow�-, 1111 ft Jr. 9 X-16AP V 1-7 1_� I \ --� 1 (_ - '\ --- 1 . L�J Lor4 PRC�A RldATED JOAI REDUCER. PEDUCER MIUS ro APPROVO A?Y SAN 0 OE r1 1 _f LOT61 wA rm DIs 77�c r PmoR ro S7A. T-100 'LL 45' BEND 0 ND 41 INSrALLA 770N� I _ __ - I I I Lr DIAMErER wl- Twusr Aocff,l Of' 300 PIPE PRIOR TO DESIGN. DEP%---;J80M"40'vf TA Z' 00 A. I Y,5 r -6.- 2'"' B. 0. P-4 U �ow '- - INSTAL ORA CHECK PAR,' RESTRAMITS S TA WA TER DA TAl TABU NO. BEARING LENGTH DESCRIP 01 N6170'01 "E 00' 16- PVC C-905 DR-25 02 -S8070'14'vE 10.05'L il Q� 3570'14 'If' X39! 28' 04 188 53'39 62. M' (5) N43'53'39 "E 226.68' 6 N40'45'01 ",C 229.'J8' 129.30'01 1C J12.92,� 74 30'01 `W J4.44� 4PPPO.*. ot Jolot r REMOV0, -,WL. opt oe2o 230 - -, �77 I EYA C T LOCA 77ON UNKNOW'- Yl- V I�WOAMT 80 7Y D19' rA ; I I �7 _'T Y 'o fX/S �rnt( FwAnv Pf 5190, -22,0 ALL 71 1 1 5,0b IN. K, ontrF. _$74 IST 6L f z coL^ ".IT c ^_Aft SILT ttNf-r- 71 "4v -106 k 70 ? CAI .................... .60Y107- 4- -F&lr jo 4C*t?/lX)o%CM 10, 7^ Or -w OF .0� 4"00,� rq 7z- - 40 u's fXSPNG'SE0ER EASEMENT DEDICATED M 7W RANCHO SANrA i�T COMAfVMTY 200 sx r, T j � -LA NO A 0 Sir -- -___ Y = - - Jam_ _, - 5TA- 11 - - - - ----------------- SERVICES DlSM7CT.PfR nNAL MAP, RECORDE9 MAY 28, 2002 AS FILE A JAM- SIL r - --- --------- JV0. �2002-0447745i jr4 V) 1 nm A mA d\ 100 No fzEl 4 57NG M' INME WATER LAC EASEMEW TO, SAN DIMUIM #MCA77M 40 't p)AI 067RICT PECORDED 4-14-50 RV 800K j587, PG 282 OF O.R, 0 T. 2, rfF CMSMIC 70 Me RIDING MAX EAMfEV7 0 PANMC SANTA rr ASTOM 770M 'CORDED 8L-26-74 AS F/P 74-232186 OF O.R. P RE P , FARO ]BY: rxs-wG tAsattyr FOR moLoacm opm spAcr GRANTED ro 7pr couArrf TA- 3*00 ------ ----- _J pEF. OF SAN DIEGO 01V f-22-02 AS DOC NO, 2002-0051675 OF O.R. EVSWC EASEMENT FOR FRF CLEARING OPEN SPACr 07AN70 M 7W .j os #'%/'VlAl7'V A -C%AAf nA.1 1 030l`_^03 A C #u - - ILA M. /T. 7�1 _o� - - - _­_ 0 ow� ------ L _4 IL - A10' 7 CIVIL ENGINEERING * LAND PLANNING SURVEYING • G.P.Sk SURVEYING fall 3 S777V0 WATER LffvT AND' ACCFSS EASEMENT GRANTED M SAY C z f iR EX 16091 SAN DIE 0 RD6 SUITE -5 * (858) 756-9374 ARr Cl OFESS/ov, 0 WA I-ER DIs m1c r *ofR nNA 4 MAP P Rrool?DED MAY Y 28., 2oo2 P.O. Box 9661, Rancho Santo Fe, CA 92067 FAX (858) 758--4231 w 6- AS ME Na 2002-0447745 C w __5 % ITS !PRIVA'M CONTRACT klj% W-17 IL ui PERM Ax -07 Exp. 3-31 REZONE PIERMT NO. AfIA SHEET I I COUNTY OF SAN DIEGO WOMSL \,5 rA.,r+ 49. J I DEPARTMENT Or PUBLIC AVA C, IMPROVEMENTS FOR 11 ItHEEM SPECIAL USE PERMIT NO. iNSTALL 45* BEND AND 11,1114* :__ # " I V) �ov I -� 0 PLAN & PROFILE OF WATER LINE IMPRO BMS W1 THRUST BLOCK Ff-)r pLA�"\ F. TENTATIVE MAP NO. lz SEND 55V658'p RJ7CJ2J4 F&ff Z Cm MA MR LAVDEF - N.O.I. NOL Al A VAG500, OT R&OCA 77OAf A 1 APPROVED CHANGES BENCH MARK 1-15 TO OL I IN LSAW AIN --- C)nsll Ti EsmT., PLAN VISTA DE FORTUNA SGT 1 -1 APPROVED, t)ESCRMMN: COUNTY B.M. 0028 7^ NO. DESCRIPTION By DATE CALFORM COORDINATE INDEX 314-1701 SEA 0.5.0• -k 0. - -3671 j 7,- L34 0. STD. __TAB MWD 19J8-H28L-148 DOC - SA _pAl ;ZF%//5/ogS AAID APPROYM LOCATION. `7i LOCA 1 A47 S. W HODGES DAA4 15`1V C HWY-- gee-oRD Pl-,9AJ 10516N or 7 BENEA TH CONC, FLUME UVE• HD K, jCONC. CUL �Efi` T 0 PLAN 0A RECORD FROM: _jC0UN 0)1!�SAN DIEGO \5Lfflm otwrl"ICLIF K/_/ 4,;�V 19ou IDIOM fff. SCALE: V-401 r:,s ELMTM- DATUMi 149 2p A.U.St PPPROOL t Tm _lTm L ----------- I FILE NO. JN 759