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1870 COUNTY OF SAN DIEGO TRACT NO. 4304- 7 GENERAL NOTES SEWER NOTES: WORK TO BE DONE 1. A PPRMTT SHAT -L BE OBTAINED FROM THE COUNTY DEPARTMENT OF 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE LEUCADIA COUNTY WATER PUS41C WORKS FOR ANY WORK WITHIN THE STREET RIGHT -OF -WAY. DISTRICT (L.C.W.D.) STANDARD SPECIFICATION. IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE IN ACCORDANCE � Q \� WITH TRESS PLANS; THE CURRENT SAN DIEGO COUNTY ENGINEERING DEPART - 2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH SAN DIEGO 2. THE CONTRACTOR SHALL SECURE A PERMIT FOR CONSTRUCTION PRIOR TO t MENT STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS FOR IMPROVEMENT COUNTY STANDARDS AND AS APPROVED BY THE MATERIALS LABORATORY. ANY CONSTRUCTION. ,Q OF SUBDIVISION STREETS AND STANDARD REFERENCE DRAWINGS. ] 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT 3. THE CONTRACTOR MUST SECURE APPROVAL FROM THE L.C.W.D. INSPECTOR �✓ �� 3 ■ CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT PRIOR TO BACKFILLING OVER ANY SEWER 'Y'S. 300 299 LE GEND ■ BOUNDARY. 302 1 4. THE DRAWINGS AND THE DATA HEREON ARE HEREBY MADE A PART OF 30 306 :/: iM 4 ,3 0 - 1 1 � ■ A.C. PA�I ...................... 4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT-OF-WAY THE SPECIFICATIONS. CM a COTTER ............. G -2 ............. SHALL BE CONSTRUCTED, CONNECTED, AND TESTED PRIOR R TYPE G TO .. CONSTRUCTION OF BERM, CURB, CROSS GUTTER, AND PAVING. 5. NO REVISIONS SHALL BE MADE TO THESE PLANS WITHOUT THE APPROVAL �I A 6' A.C. SERM.. ... ............ G-5 OF THE L.C.W.D. ENGINEER. 309 AY N 5. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES ... ` P.C.C. 82i�ii8 ................... G-7 .......... SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE 6. APPROVAL OF THIS PLAN BY L.C.W.D. DOES NOT CONSTITUTE A REPRESEN- /� /� - 31 314 313 312 311 31 329 330 331 332 333 WE UILIR RAN! ICALTRANS)......... NO AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE TATION AS TO THE ACCURACY OF THE LOCATION OF, OR THE EXISTENCE �\,� '`�� 328 P.C.C. CROSS ...... G - ............. ...... OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON THESE PLANS. OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS 327 HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY OF THIS PROJECT. 3K STREET LIQ!' N ..,� MEASURES TO PROTECT ANY EXISTING FACILITY SHOWN HEREON AND � 3 3 _ 326 E - E - ............. M ANY OTHER WHICH IS NOT OF RECORD OR NOT SHOWN ON THESE PLANS. 7. ALL LATERALS AND AINS SHALL BE TESTED AFTER CONSTRUCTION OF ALL �O` 31 320 `: I STREET SURVEY _............• M -10 ............. 0 OTHER UTILITIES AS SPECIFIED IN L.C.W.D. SEWER SPECIFICATIONS. ,,AA `' 3 ~ f`j\,J A 0 ��JJ .................. DS -13 -0- 6. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO STREE NAME SIGN .. P' P' 32 BARRICADES (WITS NS (RRS1) 11EFLECTOR MARKERS - 18■ X 18■ X BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO 8. CONTRACTOR SHALL NOTIFY L.C.W.D. 48 -HOURS IN ADVANCE OF BEGINNING a �' (�s 32 � . CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE EXPLORATORY WORK SO THAT INSPECTION CAN BE PROVIDED. ''r' �i) 0.063' I ................. M-9 �R� EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES *43DE3708 CEMENT Nd/TERAWIA',CLg3S /50 ............ � SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO 9. ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH A INCH MINI �' ,1k BUTTERFLY V4Ll�E,QSSEMBLY.......... PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION MUM COVER. ALL LATERAL SHALL BE CONSTRUCTED CLEAR OF F DRIVEWAYS. OF EXISTING FACILITIES. ............. 10. ALL LOTS SHALL BE SERVED BY 4 -INCH V.C.P. LATERALS SET AT A MINI- LEGEND TO INDEX MAP '10 FIBS SYDRANT (S ISE A TYPE NOTED),,. ... ... 0 ....... �-- --•� F -� 7. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC MUM GRADE OF 2.0% WITH A MINIMUM DROP OF 0.3 FEET, AND AN INVERT COMPANY MAP 0 2■ BLOW - Ory ASSEINLY ............... ••••••••••••• 0 � a0 COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND DEPTH OF 5.5 MINIMUM FEET BELOW TOP OF CURB AT PROPERTY LINE, aFl■ MANUAL AIR RELEASE VALVE........ ........... .. SHALL COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. UNLESS OTHERWISE APPROVED BY L.C.W.D. .C.W.D. SC �� =TOO' PROPERTY BOUNDARY i� MR R1� /CE ............. liF��W1eMOf.... .... _ NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT 11. STANDARD SPECIFICATIONS OF L FOR SEWER CONSTRUCTION ARE SUBDIVISION BOUNDARY - - -- (SISE ...... a ...... TYPE ) _ SENNER MAIN D..... ...... ..� V ARE UNDERGROUND INSTALLATIONS ". FOR LOCATION OF ELECTRICAL AVAILABLE AT THE DISTRICT OFFICE. SHEET NUMBERS O CABLES AND GAS PIPING AND APPURTENANCES, CONTACT THE SAN SEINER ......••.... ... •..••• ................. •- DIEGO GAS & ELECTRIC COMPANY, TELEPHONE: (619) 743 -3222. 12. ALL CONCRETE TESTING REQUIRED BY THE DISTRICT WILL BE AT THE WATER MAIN _ E XPENSE OF THE CONTRACTOR. STORM DRAIN DEADEND CLAMNIM ....... .............. ............. - -� -- 8. THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY SEWER LATERAL...................... PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL 13. JOB MIXING OF C WILL NOT BE ALLOWED WITHOU THE PERMISSION SEWER MAIN - ' °-- I(� 1VgTEfZ /t'!'1�i40l�CMENT6 PE4 0L /l�E/✓,4L{4V y1/4!Q.S�tY COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. OF THE DISTRICT. Di A/YO /OQSAC /F /CPT /Qj(/b. FIRE HYDRANTS a.e NOTICE: ALL TELEPHONE SERVICES WITHIN THIS PROJECT ARE 14. ALL PIPES SHALL HAVE A 4 -INCH MINIMUM CRUSHED ROCK BEDDING, SHOWN STREET NAME SIGNS ♦ LEGAL DESCRIPTION■ "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF CABLES AND ON L.C.W.D. STANDARD DRAWINGS S -12. APPURTENANCES, CONTACT THE PACIFIC TELEPHONE COMPANY, STREET DRAINAGE FLOW DIRECTION_ ==C:> A PORTION OF LOT 12 OF RANCHO LAS ENCINITAS, "ACCORDING TO MAP TELEPHONE: (800) 422 -4133. 15. INSPECTOR SHALL BE FURNISHED THREE SETS OF CUT SHEETS. BLOCK NUMBERS / THEREOF NO. 848, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, JUNE 27, 1898, ALL IN THE COUNTY OF SAN DIEGO, 9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT 16. WHERE TRENCHES ARE WITHIN EASEMENTS, SOILS REPORTS SHALL BE SUB- STREET LIGHTS STATE OF CALIFORNIA, AND A PORTION OF LOT 143 OF COUNTY OF SAN THE UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED MITTED TO THE ENGINEER OF WORK AND THE DISTRICT ENGINEER BY A cIrr OF c4R 61 V DIEGO TRACT 3598 -3, IN THE COUNTY OF SAN DIEGO, STATE OF IMPROVEMENTS, AND BEAR THE COST OF RELOCATIONS, IF NEEDED. QUALIFIED SOILS ENGINEER WHICH CERTIFIES THAT TRENCH BACKFILL WAS /�/�/� CALIFO RNIA, ACCORDING TO MAP THEREOF NO. 10397, FILED IN THE 10. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND COMPACTED AS DIRECTED BY THE SOILS ENGINEER IN ACCORDANCE WITH $AN DIEGO alt OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, MAY 28, 1982. INSTALLATIONS ". FOR LOCATION OF CABLES AND APPURTENANCES, ON -SITE EARTHWORK SPECIFICATIONS AND_DISTRICT SPECIFICATIONS. V REV /5E0 TO "A5 6U 14.7 CONTACT T.M. CABLEVISION, TELEPHONE: (619) 746 -6666. 17. SEWER LATERAL TABLE IS ON SHEET NO. . CO�t/D T/OA/S OWNER /DEVELOPER• 11. POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE SHOWN ON THE 18. THE CONTRACTOR SHALL CONFORM r�B S/TE t � r I HEREBY AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON LOCATED WITHIN IMPROVEMENT DRAWINGS. ALL SOURCES SHALL BE RM TO LABOR CODE SECTION 6205 BY SUB - ITHIN THE DEDICATED RIGHT -OF -WAY, OR WITHIN WITTING A DETAILED PLAN SHOWING THE DESIGN OF SHORING, BRACING, ,F s� zwAF R.C.E. 16611 />.�7& THESE PLANS WITHIN EXISTING COUNTY RIGHT -OF -WAY WITHIN 69 DAYS AFTER ISSUANCE OF THE CONSTRUCTION PERMIT AND TO PURSUE SUCH WORK EASEMENTS DEDICATED TO THE COUNTY OF SAN DIEGO. SLOPING OR OTHER PROVISIONS TO BE MADE FOR WORK PROTECTION FROM ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL COMPLETED; THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH 12. STORM DRAIN ALTERNATES ARE REINFORCED CONCRETE PIPE OR OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH ASBESTOS CEMENT PIPE, R.C.P. 1350 -D, CLASS III OR IV, EQUALS MUST BE PREPARED FOR ALL TRENCHES FIVE FEET OR MORE IN DEPTH AND THIS PROJECT OR UNDER MY CONTROL. /7j� //V V /ST.9 , �Q , A.C.P. 2000 -D. CAST -IN -PLACE PIPE MAY ALSO BE USED AS AN APPROVED BY THE OWNER PRIOR TO EXCAVATION. IF THE PLAN VARIES DATE e YL�' UiIYl.E7[J SIGNATURE TO OR EXCEEDING 24 ". SAFETY ORDERS, THE PLAN SHALL BE PREPARED BY A REGISTERED CIVIL TITLE.Ex�. e/3//AN ALTERNATE TO R.C.P. FOR STORM DRAIN PIPE WITH DIAMETERS EQUAL FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION W OWNER AND DEVELO HE DSTONE C OMPANY ! OR STRUCTURAL ENGINEER AT THE CONTRACTOR'S EXPENSE ADDRESS: 8340 CLAIREMONT MESA BOULEVARD, SAN DIEGO, CA 92111 13. C.M.P. STORM DRAINS SHALL BE CERTIFIED BY THE DEVELOPER OR . E/IC)jV /)/I•ji ASSESSOR'S PARCEL NO.: 255 - 040 -09 AND 257 - 050 -75 THE SOILS ENGINEER TO HAVE A 50 -YEAR SERVICE LIFE FOR THE 19. P.V.C. SEWER PIPE MAY BE INSTALLED IN LIEU OF V.C.P. AS SHOWN. PARTICULAR SOIL AND LOCATION SHOWN ON THE PLANS. THIS NOTE: CERTIFICATION SHALL BE MADE PRIOR TO THE INSTALLATION OF THE WATER NOTES■ STORM DRAIN. C 14. STORM DRAIN LENGTHS ARE CALCULATED ALONG CENTER LINE OF 1. WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE STANDARD WANDERING ROAD FROM STA. 29 +10.23 TO STA. 31 +85.77, AS SHOWN CULVERT. LENGTHS GIVEN ARE PLAN DISTANCES. WHEN JOINING A OF THE OLIVENHAIN MUNICIPAL WATER DISTRICT, AND THE CONTRACTOR ON T.M. 3598 -3; THENCE CONTINUING FROM STA. 23 +50.12 TO STA. CLEANOUT OR CURB INLET, DISTANCE GIVEN INCLUDES WALL SHALL HAVE A COPY OF THE STANDARD SPECIFICATIONS ON THE JOB SITE 16 +21.29, AS SHOWN ON T.M. 4304 -5 SHALL BE CONSTRUCTED AND THICKNESS BUT NOT CLEANOUT /INLET WIDTH. AT ALL TIMES. ACCEPTED FOR MAINTENANCE BY THE COUNTY PRIOR TO THE 15. CONSTRUCT A LIGHT SYSTEM CONFORMING TO SAN DIEGO COUNTY 2. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER LINE PRO- IMPROVEMENTS SHOWN ON THESE IMPROVEMENT PLANS BEING ACCEPTED FILE, " STANDARDS AT NO COST TO THE PUBLIC SUBJECT TO THE FOLLOWING: FOR MAINTENANCE BY THE COUNTY. IMPROVEMENT PLANS T.M. 3598- (1) CUT -OFF LUMINAIRES SHALL BE INSTALLED WHICH WILL PROVIDE TOP QF PIPE PROFILE IS 48" BELOW CENTERLINE FINISH GRADE OF 3 AND T.M. 4304 -5 SHALL BE CONSTRUCTED AS PART OF THIS PLAN,' TRUE 90 CUTOFF AND PREVENT PROJECTION OF LIGHT ABOVE THE STREET. IF THE ABOVE CONDITION HAS NOT BEEN SATISFIED. HORIZONTAL FROM THE LOWEST POINT OF THE LAMP OR LIGHT 3. INSTALL FIRE HYDRANTS AT LOCATIONS REQUIRED BY THE FIRE DISTRICT. EMITTING REFRACTOR OR DEVICE. (2) ALL FIXTURES SHALL USE A 4. MANUAL AIR RELEASES SHALL BE INSTALLED AT ALL HIGH POINTS VICINITY MAP IN THE CLEAR, LOW PRESSURE SODIUM VAPOR LIGHT SOURCE. (3) NO WATER LINE PROFILE. MERCURY VAPOR, QUARTZ, METAL HALIDE OR DIFFUSE COATED V ~ NO KALE PRESSURE SODIUM LAMPS SHALL BE INSTALLED. 5. UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAIN SHALL BE MADE , 16. CONTRACTOR A G R E E S THAT H E SHALL A S S U M E C O M P L E T E WET. THE TIME AND DURATION OF ANY SHUTDOWNS OF EXISTING MAINS SHALL , RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF BE SUBJECT TO APPROVAL BY THE DISTRICT. 1500 CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS 6. CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE CALIFORNIA 3O' 30' AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY DIVISION OF INDUSTRIAL SAFETY FOR ALL TRENCH WORK WHERE FACILITIES r A01 Lo , t AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE ARE TO BE CONSTRUCTED FOR OR TO BE TURNED OVER TO THE OLZVENHAZN * r • , CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE MUNICIPAL WATER DISTRICT. COPY OF PERMIT SHALL BE SUBMITTED TO N� ENGINEER HARMLESS FROM ANY -AND ALL LIABILITY, REAL OR , THE DISTRICT PRIOR TO START OF WORK. ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS j to A , t PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE 7. A.C. BY A.C. ON LINE VALVES WHERE REQUIRED AT STREET INTERSECTIONS r (A� NEGLIGENCE OF THE OWNER OR THE ENGINEER. SHALL BE LOCATED ON THE PROLONGATION OF THE STREET RIGHT -OF -WAY t.l Ft:C ./•%/C.►Mb °•!- . ES INC 17. ALL UNDERGROUND UTILITIES AND LATERALS TO BE INSTALLED BEFORE 8, WHENEVER POSSIBLE. REVISED STANDARD SPECIFICATION FOR STERILIZATION, SECTION C -1 TO READ AS FOLLOWS A CHLORINE CONCENTRATION OF APPROXIMATELY 50 �fIC Pl/MTO R CONSTRUCTION OF CURBS OR CONCRETE CROSS- GUTTERS OR SURFACING LADEI2A ASS OCIAT s• Land Planners • Engin IAT Surv NC OF STREETS. \t^o "7T'1cL° CL. II ` 6600 Carves Cam. sa D.., cn 92111 (714) N2 -5245 P.P.M. OR THAT WHICH WILL PROVIDE A MINIMUM RESIDUAL OF 25 P.P.M. 4 OWA 6'' CD. L= GU77ER A07A 9V 0P" C� 18. ALL GRADING SHALL BE DONE AS PER RECOMMENDATIONS OF LEIGHTON IN ALL PARTS OF THE LINE AFTER 24 HOURS HAVE ELAPSED. �.BOTf - 5 4545 AND ASSOCIATES, INC. IN THEIR SOIL AND GEOLOGIC INVESTIGATION 9• PRIOR TO EXCAVATION EXISTING FACILITIES WH ICH MAY AFFECT TC 9s% REZ977aw, C01499C770(1 T MADE FOR FIELDSTONE COMPANIES, DATED OCTOBER 25, 1983. ftMil DESIGN, I.E. - LINE CROSSINGS,. LINE P1►1tlkLLEI;IiEG"OR ;ROPOSED PRIVATE CONTRACT -1/2" AC OVER COUNTY APPROVED BASE. 19. GRADES OF 10- 11.99% REQUIRE 2 CONNECTIONS SHALL E s 10. INSTALL A MININIM 1!z Ww1ESViCX TO EACH LOT. METER 74P DR uES BE 1 � 4 'K LOCATED S l ssT FROM A LO ME. LI A 3/1■ HIGE TEIb -ij SNALt. LET TYPICAL STREET SECTION C OUNTY GRADES OF 12- 13.99$ REQUIRE 3" AC OVER COUNTY APPROVED BASE. BE CHISELED IN TOP 1W EXISTING CURB OR IMPRINTED IN NEW CPU-AT ' OF P4INL,� WOIM(S GRADES OF 14- 15.99$ REQUIRE 3 -1/2" AC OVER COUNTY APPROVED DEPW I TMIENT - ALL WAFER saRVICE CN10882NG8.. WATER NOTES "CONT D. NO eC_ALE GRA PERMIT NO. L -0/V /A 41 PLANS FOR TF(E 110VEMItNT OF: GRADES OF 16- 17.99% REQUIRE 4" AC OVER COUNTY APPROVED BASE. 11. Valve boxes shall be integral cast iron lid and frame assembly, type GV -8, 12. Internal ferrous surfaces of all valves exposed to water shall have a ��� � S AN D I EGO C as manufactured by Southwest FouMry or Alhambra Foundry Company Ltd., certified factory applied epoxy coating not less than 10 mils thick. 20. TH'E CONSTRUCTION OF ONE PCC STANDARD DRIVEWAY PER LOT, Identific TENTATIVE MAP NO. 4304 TRACT LOCAT'IQI1 TQ BE DETERMINED IN THE FIELD BY THE ENGINEER of SEWER AGENCY WATER AGENCY FLOOD CONTROL- DISTRICT COLNVTYAPPIaO�/ED CHAAIC)ES BENCH MARK NO. 4304 7 WORK. pCC SURFACING OF DRIVEWAY TO EXTEND FROM CURB TO 306- 1. TI^RINF! I1SE STANDARD DRAWINGS G -22, 23, 29, 305 -P, SAN DIEGO COUNTY FLOOD CONTROL DISTRICT Oaew�i■sl ►y OW CALIFORNIACOGRDI TE EX 3 A 6 -1. LEUCADIA COUNTY WATER BMTRICT a�LIVENt'IAIN MUMk'JR4L WATER DIET' PRECISION WATER . WORKS APPROYkL A✓ BL/ /Gi DE��ET �F.Nl 72 //VT- CGwCRETE .. «.. ..� A.....b ra•: �. MAIONAAN PRECISION n� � Approwdby:BO ENGINEERING CORPORAT ke SEP 8 1986 ., •o. " AUG 2 g 1984 APPRavED w; l�r/ -���`- �' CO�Sitll(fllg Engineer LOCATIOR: /NTEiQ b'ECTbIV OfEL G/2�1ffI/D.Q ANO w.DIVI G E /» DIRECTOR OF PUBLIC WORK ' Checked by: MICROFILMED '� _ APPROVED BV; OL/rENH.9/ MICROFILMEn �d DATE S JOB , MCM1a FROM: !/NT l/ ,�� a 0 DATE /Z -A /� 1.S3Z � / ELEVATION: 7 7/6 DATUM: U Go R. g 43a{�T #40% GATE; ` c E 0-/ric due �- 8 -l6 - Y " W FINE IM. 259x43 1 i i ' 'ZONE / t' PONE 2 �CEK �TE,+4 H,4YiSCS ', 5'COi'ER- TY.© z PJNE 4 P /oE T-7. 4'COt�ER- T1'P. , ZONE / P /P� I I , FlAII H GfRAOE--- wo T E,�y 6 °q I � . ' O � TOF OW • EWA44W AVU41Y. O � � i amt 4P714 t 11 WANDERING ROAD SOALEA NORIZ 1'!■40' VE TL 1"80' 10 11 12 13 14 15 16 WO IP.P.lG4 WXM AOETM STREET DATA TABLE Mks O , O SEARING OR DELTA RADIUS LENGTH. REMARNC da 7M t4� N W %_4 S h 41��cN / p q � N Q SEE Ab3T F!/T�j,QE. d= 2' / �,x s.SfEET 3 �i .4TE,q 0 0= �m Z� �; 151 3f4 313 312 Q 11 �m 3! ►` �� rEQ I&) 3p' �•� .' o• �oQ� p� �� � v� � M � Q �i� � I �' Q �I � B �� � w �o• m, WATER DATA TABLE \ \ x o i o W Qi ; —; x w q � I �, � REAII�i OR DELTA RADIUS LENGTH S w I t� i Qj Q7 hY /v \� J� Q �, d� 4 s ' B Y \/ �P6 �p G Q � = / S 247.5 C.. A7 �. 1 k Q s !/9E G 1 1 ' L ENNS GT -- I AY x'!00 N'+ #l.53 -B i'C.P. / _ • � ,� .Q �0 g � �� f� u..C. P. ---1 E _ '� a SEWER DATA TABLE � � ..• v 9 ...• •I� I , , — ... � � •,:: .��'�Q O �EARMHi OR DELTA RADIUS LENGTH REMARKS V 6 5 S I 5 ..— �■ 0 / YL co/ � 26.�� B�l '1 \ I j o �IQ Q , o� x.16 ►. 3!7 318 3!9 h 320 321 _ cv t_Q Lu b W h \ N C. o Rio � � /�' 3p • �, � ,�Q� / �';• " � N a d PRIVATE CONTRACT SH 4 a � DEPARTMIE OF S A N UBL•IC GWORKS SHEETS L b Lu PLANS FOR THE IMPROVEMENT OF: NOTE'. _ �? PLAN: WANDERING ROAD PROP /OE TEMPORARY TURN AROUNO W 1.4•C. O /KE WANDERING ROAD PER STO. 01YG. OS -5 IF TM 4304 -9 IS NOT SCALE: 1 ■ ■40' C.oIJNTY APPROVED CHANGES BENCH MARK / CQw SAN GO TRACT NO. 4304 -7 A/AROf/EO BEFORE A4 TOGET/+fER W /TH /8 PG4N. •` `" .' //�� // A // Ilk. OwtMtion APP SY Oate p p, 1/�.�.� pproro - ` Pt's _ '1) I�'/• C DI/� E O/7 TI'I DLSCRIPTION: .� /CJE.IC,/ D/-7Z/NT- C /rCW/ ac M Roc mw.iN for ro : Ad FUR R. ✓. AIASSAAON w 5'REET 'WON6WCAE T ,�, N LOCATION: 1 AM T/nN OF L C.�l/Mf7 +OL ./ND SUSDI SIGN E 1 \ R j/ DIR R OF %13LIC WORKS y d= 247 °06'Q5" D= 33 D= 33 ° /6'/2" - glk / — ° G /� EnEinr 1 orb: Chooko/ by: W = MICkUI ILNII D ❑ R- 20.00 ® /� ZO. DO' �/ R= 20.00' RECORD FROM: ACW771 MINTY Ys * OAT.O ( _ E++ A L= /20.7ro' L= / /. B/ ELEVATION: 79.7/6 DATUM: /✓ S. GAP.Y R.C.E. 8� "'' 4304 -7 W FILE N0. a 40 i I f \ ti v tl I st o v EX/sTT 15ASTMY RETURN .0-7-0 _. tf III \ f \ \ n VERT. 1'04' ti I k6 Sq a 4 D do 1 • FINISH 6q.4Z E LIP ie- gk I �c iO� ��. R4F*vv44f 0E -faFIv P C. O. gmel A : \ . AMOALA SCALE: t ODAM 1 sB' ` *T. � M •S , PdStTAI s Q IP.PlGATIO�/ WETTER METER o g o o T STREET DATA TABLE' aj a p SEAMNG OR DELTA RADRIS LENGTH. MA �' �`� 304 303 302 ° 301 s N 300 s s�Q 2 I Q i� / 6 30� 44-81 305 s 3010 3 h s a s �� R 30 w w e- 7,35 WIM&V 00 A7 SE � s �I I 5 I EX /5 ?. E T YC O 8 Y C � �E� \ � 'WATER DATA TABLE y� I /Y73'SE' — E q.c'P (0 Sy v sEARiNO OR DELTA I RADRIS I LENGTH RKS 0 \ n \ e 70.59' s waw NbO "E tQ3r/✓- B "7!C.P.1 ( ti I 3 r c W /o. 00 1 ve. ar 5 C.P. Q `� L 8 "i0 L•P`r / —_ rE 59'r 4 `�� 2 G= /9'55 2!0.00 0.42' .4 NECT TO EX /ST B _ 3 O * USE 6/r' PIPE LENGTHS �, '�� ' p � •.. y4' vl I 5 I I o h 5 � 5 ' N •� to • � � $ �Q tjt %R a jv-z 9 � b m a l b �►� 337 ��.y �3`9'Y I � y � a;� s b� � � b � ��� � � ® � 33 10 � �'�`° � �• �4 Q• � ° 330 331 332 333 � 334 ' 3 0 tv Ar 3 h s h I t JC ` PROIi /OE' 74CAfAk i4AR)e TZIMN4RO4 N C. 01AW ,14, p G� \ PER 340. OX46- OS -S /F Tile! 4 304- ro /S / NOT �� p"/ /iYI.oROI�EO BEFORE TH /S .oL.4N. I- C � INSTALL PRESSURE REDUCING VALVE PER 0)u S . P 8.D, STD. DWG. 110 (DOWNSTREAM SETTING Jr 94 °0652" D= 33°3326 PRI CONTR `;' ea 00' R= 00. SHEET COUNTY OF SAN DIEGO ` OMS S URilR E UC NSTREAM L SETTI R L- /20. L - 7/ sN'TS Q 3 DEPARTMENT OF PUBLIC WORKS 7e PSI) /F. TM. 4304-40 /S Mir /MPROVEO BEFORE TN/3 PI,IW ^ PLANS FOR THE IMPROVEMENT OF: 97..4/a B5 S 97 AS amomw O 7 M 4304 �3 TO 6 710N ,I ��� °P ��� �,, PLAN. AVENIDA LA POSTA AVENIDA LA POSTA ; �,� o �� g COUNTY APPROVED CHANGES BENCH MARK Q O,fp SCALE: 1' ■40' C Y OF S GO TRACT NO. 4304-7 Lai MIc F;Lw o �' Mo. DOWIP110n AP bV s DESCRIPTION R /BOO B/- T2/NT- COi4C' TE A ; ? , I . Am o � �� 3M ACET ihp�lENT �r N h � � � sd _ LOCATION: 1/Y7�Ra^ECT /ON OFEL 04,11 RE.OL ANO SUWIV ION I IN DIRECTOR OF PUBLIC WORKS y 0 work: CA.ckM bY: W Z I RECORD F ROM: TN C2711/NTY I�ERTK. Ct�NTi40L !,�/T.I M = W H ELEVATION: 79.7/6 DATUM: U'�V• L. 8�L 4304 -T GD co W � c4 FILE N0. 0) IT 25� -63 i 1 SEWER LATERAL DATA TABLE LATERAL INVERT TOP OF LOT STATION INATRT INVERT ELEV. AT CURB REMARKS NO. MAIN AT PROPERTY ELEV. MAIN v J @j LINE 299 91(50 /97. /B 1,9785 30' 6.0' /99.26 205.06 4Yc, L/J POST,4 300 8 ,176 203.98 204.65 .37' 6,0' 2106.07 2//. 301 71(94 21153 2/2.20 X 6.0' 213.61 2/9.4/ 302 71(08 2/943 22010 30' 6.0' 22/.52 227.52 303 61(42 225.50 226a/7 30' 60' 227,600 233.40 304 5 ,177 23/.48 232./5 30' 6.0' 233.58 239.38 305 5,1/3 23737 238.04 30' 6.0' 23946 245.26 306 4138 244.24 246.9/ 30' 6.0' 24636 252.16 307 3 , 182 249.28 249.95 30' 60' 25152 25732 308 31(21 25477 255-44 30' 6.0' 25698 262.78 309 2 258.59 259.26 30' 6.0' 2100.86 266.66 4VZr . 1_4, 3/0 /9 MO 260.65 26132 30' 6,0 266 -15 27195 WAWR /AG RV. 311 /2f6/ 26097 260164 30' 60' 26936 27/,/x0 312 /2 ,125 061 06178 90' 6.0' 26503 270-63 313 //1(40 26/.45 262,22 90' 6.0' 90911/5 269.95 3/4 //IL 00 2611?/ 262.28 30' 60' 26375 269.55 315 10t29 26/.89 262.56 35' 5.5' 269 9* 268,74 0f /9 316 101-27 26/..°1-7 262.57 32' 57' 263.21 268.69 10114 317 /0495 26163 262,30 30' 6.0' 263 it7 269.50 318 1/137 26147 262./4 30' 60' 26a../2 2609.92 319 JZt20 26/. /9 26/.80 30' 6.0' 264. ee 270.79 320 !21-7/ 260.93 P6/.60 M' 60' 26546 27126 321 /91 260.61 26/.28 .30' 60' 266.06 272. 322 /4 ,104 26065 26132 30' 60' 266.79 27259 323 14195 26_365 264.32 30' 6.0 26773 273.53 324 15 ,,47 26537 266.0¢ 30' 60' 268.22 274.02 325 5110WAI0, V tIA117 lc6gA19 326 15 ,177 266.36 267.03 90' 70' 26783 274.59 JGt07 327 15, 2644 265.01 30' 6A' 267.9/ 273.71 328 /4,,•56 262360 263.03 30' 6.0' 267.3/ 27-4// ,?Ih i' RQ 329 31(92 248.38 249.05 30' 60' 25060 25440 E. 44, 330 41(65 24179 242x110 90' G-0' 24388 249.68 331 5,L42 234.70 235.37 90' G.0' 23680 242.(0 332 6 229.09 229.76 30' 6.0' 23/.18 236.98 333 6 ,171 222.84 22.851 50' /a0' 224,93 230.73 334 71(42 216.31 2/6.98 30' 6.0' 218.40 224.20 335 8 , 108 2 /0. Ed 2/0.91 30' 60' 2/2.32 0/6/0 336 61( 79 20.37/ 204.38 30' 60' 2 05.79 2//.59 337 91(53 196.90 /9757 30 60' /98.98 20478 dff, U zV9r4 PRIVATE CONTRACT PERMITS SH ET COUNTY OF SAN DIEGO 4 e O DEPARTMENT OF PUBLIC WORKS SHEETS -�: GRADING PERMIT NO. 4-04// PLANS FOR THE IMPROVEMENT OF: SPECIAL USE PERMIT NO. NO� SAN DIEGO COUNTY a TENTATIVE MAP NO. TRACT NO 4304-7 COUNTY APPROVED CHANGES BENCH MARK CALIFORNIA COORD T DE% $'2'2 - �s$ 9 _ _ _ � N.. Description Ay b o, R /800, B/- 72 /NT- CONCRETE ¢� - - ICji {"V OESCRIITIDN: R �/dbr w Ayprord For PJ.MA5�3MAN Q N ) W Cam/ q STREET *VNUW#7 /f _ 1) F'�aEt IgtON LOCATION: /NTERSECT /ONOFELC .4N.0 ueory IONENOIN R DIRECTOR OF PUBLIC WORKS H 0l 1V6NH�4 /N RO. E i cewkd w W Z cc%l a6 TM RECORD FROM: NOr4TH COUNT' INERT /CAL C NTROL 04T4 z L" �a -7 ELEVATION: 797 DATUM: U.S6..4 6aRYL c. E.2 O 8!b'$S� Mir„i;��J, 'o9i G1 � 4304 FILE N0. 259 -83 W d