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935 PARK WORK 70 BE DONE VILLAGE THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE CONE ACCORDING TO THESE PLANS, THE CURRENT COUNTY OF SAN DIEGO ENGINEERING DEPARTMENT STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS FOR THE IMPROVEMENT OF SUBDIVISION STREETS, AND THE STANDARD REFERENCE DRAWINGS. EX1S'T ST�PEET UNIT N0. 7 LIGHTS —� PU M P TON THE COA/STiPUCTJOAJ OF A.C. OAVI&6 - ` /? 84, O $ /O' ti .5115' LEY. S//O!v 0NPI41V5 tp r� THE CONSTRUCTION OF TYPE "E" CURB - - - - - - - - - - - - - - - 3 - - - SLOPES AS • / �/ THE CONSTRUCT OF SPECIAL MOUNTABLE CURB - - - - _ _ _ - - - _ _ NOTED ON E/J 30 / -Z THE CONSTRUCTION OF STANDARD STREET NAVE SIGN - - - - - - - - S /OEN/ALii' NORTH EXIST. 7YPE If OLhPB rb' O EI1 2 EXN /B /i 6 S /DE OF STiPEET 3'20 // �• g �11� N THE INSTALLATION OF STREET LIGHTS I / �+ ^ I/ LEAFWOiOO MOV NrA /N V I TA /J�/YE PLACE ' 3 ? I J E / i � THE CONSTRUCT , ON OF V . C . SEWER MAIN - T7 .5r)CE .fCCr10A1 3 Op► O. �` r,,` p _�y,� ; THE CONSTRUCTION OF P.C.C. STANDARD SEWER MANHXE NO SCALE 312 I' I '90 �\� Sts i� THE CONSTRUCTION OF SEWER PLUG - - - - - - - - - - - - - - - - - �+ MOL //VTR / /V LAN Z ' +, , Q THE CONSTRUCTION OF CUT OFF WALL - - - - - - - - - _ Q THE CONSTRUCTION OF V.. SEWER LATERAL - - -� . '• �� 9HAL7YAIC�PE --------- - - - - -- w � 5 m• � � C THE CONSTRUCT /ON OF SEWER CLEAAbUT _ _ _ _ _ _ _ _ _ _ _ _ 1% i THE CONSTRUCTION OF A.C. WATER MAIN, CLASS 150 - - - - - - - - - - STREET L /6//7 r 5� /ELEY- S//OH/A/ FGPE HYD�PANT 5' ON PLANS ?' C L J�J (J` 1 309 do LOCATION T ` ��� • O SLO AS O ] - � N NOTED ON PLANS ` _A ^/ CCU I G " P C. C. z "A.C. ON4 "AGG ELATE H YPE "E " �;� / J�f Q •J,� RE ANE S /L7E IAIALK BASE CLASS 3 CUClB I j ~ TYPE E 011M % - A M U I GLEN ARBOR G IZWWSAP /NG _ _ _ _ _ .. . � •• THE INSTALLATION OF GATE VALVE ASSEMBLY - - -� Tf'P %CW STREET � SECT /D�t/ `�� •• A0 w �Q LANE THE INSTAt LAT ION OF ACxACxF TEE W /ACxFLANGE GATE VALVE - - --�► -- 5r � � �' W/GLC NO SCALE C�A�EPO �� � •� V ; •� THE INSTALLATION OF MANUAL AIR FR RELEASF. ASSEMBLY THE INSTALLATION OF COPPER WATER SERVICE - -� D -� THE INSTALLATION OF STREET SURVEY MONUMENTS _ _ _ .. 2/B, 219 THE INSTALLATION OF TYPE "CS" GUARD FENCE ASSEMBLY 2 /- - - - - ° w ° THE INSTALLATION OF FIRE HYDRANT ASSEMBLY - -- - - - - - No INDEX MAP S7I7EE7 L /./T [OC✓1T /ON --� ,� SC4LEsl'" =200' STANDARD REFERENCE DRAWINGS: /1/-1, 117 -1, 13J, ?O -? -/, Z07-1 220-1, ?19, /AO-1 224 -1, .303 STREET IMPROVEMENTS: 200 -3, 207 -1, 212-2 214, 301.2, 2oi -2, z18, .50/-Z 1 64E ✓. s<KJW av LICi!A � F /r1E' /�'QP�I✓T EGEN�D S EWER: SEE THE GENERAL STANDARD SPECIFICATIONS FOR CONSTRUCTION OF SEVERS AND ?' J I s[oca�s ds No._EO L APPURTENANCES FOR LEUCADIA COUNTY WATER CISTRICT. 4 ",RC.C. S/GtEW,14 �, ON pZ4NS //✓O/C.OTES .5.�•(EET /' /o. i 2 "A.C. ON9 "AGGREGATE �4 oC.C. SGOIC ♦ /hfOV C.OTE5 $74 N.SA/E &WW NOTE: SEE SHEET 2 FOk GENERAL NOTES AND SPECIFICATIONS Qt/�G cu¢e BASE CLASS .3 ?DLL cl/QB x 1AVIC,47ES CG►ySr4tr CT/ON UrST,QW ,6 ZA0- NOTE: FOR EXISTING ; IMPROVEMENTS SEE VI LLAGE PARK UNIT N0. /o , TM 3022 -6 e�N /NQ /047X5 C6W54,9GlC% /G1'Y OFF /QE b/Y/XI.ON75 LEAFGVDDD PLgCE z£ ,OT ES 6 //1;' ST.PEET Z10117 Q GOUT /ONE LOCATION OF UNDERGROUND STREET G/GHT BERN /CE LINES SHOWN THIS PLAN 1A0Ar WERE OBTAINED FROM UNDATED PLANS PROM /DEG BY AN EGECTR /CAL CONTRACTOR PRORO S /OED OCO >oa ,WO 1CA7X5 EX/ST/W F/aE "I-W..s/' / /S BY THE OWNER. THE 1044T /ON OF SERVICE .SHOWN 11CAEON /d -ML THE RIFBUGT OFA F 1640 SGORWY / 7R /CAL Sr,�E�r s�cr�o�y /�O/C.d7ES 01/?WCi /ON OF /XIS! /N•d4 PREPARED BY THE ENGINEER OF WORK, AND THE EXACT LOCAT ION 18 UNKNOWN. EXTREME CAUT /0N F�� /NO/C,dTE9 ex/s/ "Al r. O /QECT / � arsAWEa SHOULD BE USED WHEN EXCAVATING IN ANY AREA THAT MAY CONTA IN UNDERGROUND STREET L /GMT NO SCALE ---- -0 /NaVCdTES AII/. �T GY�PECT /Gat SEWEQ FLOW BENCH MARK I "� IL Description: U „ /RDNHN /NC .STEELRZS'T Q /NO'C,dTES ST,QEET S[�QVEY ,t/ONUit/ENT k 7P Location: 0.5 MLRUNNLY 9lON6/9if1K�SANT�9FE JTQEEi L.tX✓T j I L TAff 7' L I William B. Rick .E. 9416 -.. ate Record From COUNTY &AC11 LEVELS "L, ONTa "A GGREGATE 60 52 Elevation: I2�TT3 Datum: 3 A JlSC <G BASE CLASS 3 PRIVATE CONTRACT (MOUNTA /N VISTA OR.) I S �iC�E NYa2oNT 3 L2 ELEV S,4t7wN avV q[iJNS i i � Q AS BU /LT C011NTY OF SAN 011!00 P A.C. ON4 AGGREGATE Sven �oca� -rav {'/LLR6E PPRtY SHEET BASE CLASS 3 C/YL - A ENGINEERING DEPARTMENT SHEETS 2Y� I .%IO,�.S d5IV0740 n � iraas 1 ' (WILLOW SPRING CT.) ON �L/1NS p N / �w� a PUNS FO? 74C /APbI/E�1NT ac' V/LLAC7E AWK ZN17 Ak. 7 M041AMAX 1119M 1,MME wiLL OWsPRi NG COVET SEWER AGENCY WATER AGENCY PREiIS10� ryPicAL Sr/Q T J��►�/r /ON vlaw� y &AP LEUCADIA COUNTY WATER DISTRICT OLIVENHAIN MUNICIPAL WATER DISTRICT r � el A � h1AR 27 198 NO SCALE MOT TO BOLE WATER WORKS APPROVAL uielvi.;.n E ine.r , �!y 4 SEWER APPROVED: Approved by: BOYLE ENGINEERING Engineers for the District Ens lneesT rk . Chocked T. M. NO. MICROFII-MFn C_ -r�ILU 7� /! �7 AOMerol SECRETARY MANAGER DATE R.C.E I DATE I.D. NO. NO.1 REVISION APPROVAL DATE Rick FILE -NO. J ENGINEERING COMPANY County Use Only -- --'•d MICROFILMIED s�za �ailas,oado eel_o7o7 sen Dleeo,celtf. JOB NO.: 5 0/6 SEWER LATEAUL. MALE ZAZE .// LOT NV ELEK R'y zrPlt/ u7m 1 0 +00 309.57 STA• 2EMA,PKS t_EAFWOOL7 PL N0. AA7 TAT /GW M � p AF �W EL E3' P 0 +42 308.68 GLEN ARBOR DRIVE GENERAL NOTES SPECIAL NOTE +15 309. WATER MOTE BLC1G�►1 309.01 309.7 Co' 30' 315.99 I +Q5 1 A) LOCATION AND ELPf(ATION OF IMPROVEMENTS TO BE MET BY'WORK TO BE DONE NEITHER THE OWNER, NOR THE ENGINEER OF WORK WILL ENFORCE SAFETY MEASURES OR PROVIDE MANUAL AIR RELEASE AT ALL HIGH POINTS. 1 57 GLEN ARBOR L ACE ICE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. REGULATIONS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE THEREFORE. PROVIDE BLOW -OFF WHERE SHOWN. BLIJG!�3 .78 310.34 4.6' 26' 314°11 0 +53 CONC. ENC MENT 6 B) CONTRACTOR WILL MAKE EXPLORATION EXCAVATIONS AND LOCATE EXISTING CONNECTIONS TO EXISTING MAINS TO BE DRY TYPE. &- 2 1+25 310. LEAFWOO[7 PLACE 31 .02 310.8:5 5.9' S8' 316.30 1 +60 6' UNDERGROUND FACILI SUFFICIENTLY AHEAD OF CONSTRUCT TO PERMIT SPECI FICATIONS REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACT94L LOCATION 1 STREET IMPROVEMENTS AND DRAINAGE STRUCTURES SHALL BE CONSTRUCTED ACCORDING TO TIME AND DURATION OF SHUT DOWN OF EXISTING MAINS -0+135 312.{ 31 .41 315.34 ro' 30' WILLOWSPRING DRIVE OF EXISTING FACILITIES. THE STANDARD SPECIFICATIONS OF THE COUNTY OF SAN DIEGO, AND THE SPECIAL PRO- SHALL ED BY THE OLIVENHAIN MUNICIPAL 3`� Lll. .544 0 +57 C) BEFORE. EXCAVATING FOR THIS CONTRACT VERIFY LOCATION OF UNDERGROUND VISIONS FOR THE IMPROVEMENT OF SUBDIVISION STREETS. (SEE NOTE THIS SHEET.) rO _ 0+00 UTILITIES . THE EXISTENCE. AND LOCAT OF ANY UNDERGROUND UTILITY PIPES OR P zvj A NYIfaPIA�'/TS eT cOCd' /aWS / aT�o eY 3 O 00 2V8.88 CUT 30' STRUCTURES SHOWN ON THESE. PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE 2. ALL UNDERGROUND UTILITIES AND LATERAL SERVICES SHALL BE INSTALLED BEFORE CON- w L�sTA3CT 0 625 8 315.26 0 } utt RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO OTHER EXISTING STRUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF THE STREETS. 324 10.10 6' 5o 316.10 1+48 UTILITIES EXCEPT AS SHOWN ON THESE PLANS. 3. THE CONSTRUCTION OF ONE P.C.C. STANDARD DRIVEWAY EACH UNIT, LOCATION TO 9E 32 2M. 7.34 r0' 30' 313.34 2 +08 0) CONTRACTOk IS REQUIRED TO TAKE PRECAUTIONARY MEASURES. TO PROTECT DETERMINED IN THE FIELD BY THE ENGINEER -OF WORK. P.C.C. SURFACING OF DRIVEWAY 4 2479 00.00 THE UTILITY LINES SHOWN • HEREON AND ANY OTHER EXISTING LINES NOT OF RECORD TO EXTEND FROM CURB TO PROPERTY LINE. USE STANDARD DRAWINGS 207 -3, 305 -2, 315 00.30 3 2.48 G' 30' 308.48 3 +40 OR NOT SHOWN ON THESE PLANS. 306 -1. 314 300.47 301.30 P'54' 307.30 3490 3461 00.31 WILLOWSPRING 13RIVE E) CONTRACTOR SHALL. NOTIFY THE SAN DIEGO GAS 8 ELECTRIC COMPANY PRIOR 4. THE STRUCTURAL SECTION WILL BE IN ACCORDANCE WITH SAN DIEGO COUNTY STANDARDS 4 0 +00 300.20 WILLOWSPRING COURT TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK AND AS DETERMINED BY THE MATERIALS LABORATORY. 32 304.11 30696 26' 310. 14(08 WITH COMPANY REPRESENTATIVES. TELEPHONE: 232 -4252, EXT. 756.9. 5. NO DRIVEWAY DEPRESSIONS ALLOWED WITHOUT DRIVEWAY APRON CONSTRUCTION. 31 304.3 307.17 ' 313.17 1 +80 F) CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY PRIOR TO G.PfRM /7 S44LL OEREAU /RED FROM 1�7ECOUNTYENG /NEER FOR AL[ r3'OR,f W /7!! /N T!/E 305-21 7 313. 70 2 ±15 STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK WITH NTY 317 305.33 30770 G1 60' '11'x.7 2 + 20 -COMPANY REPRESENTATIVES. TELEPHONE: 298 -0595. SEWER 318 305.56 30798 6' `Xc 313. 2 +50 G) CONTRACTOR SHALL NOTIFY THE OLIVENHAIN MUNICIPAL WATER DISTRICT SEWER MAINS AND L4TERALS SHALL BE CONSTRUCTED ACCORDING TO THE LEuCADIA COUNTY 320 305.68 307.4 O' 52' 513. 2435 PRIOR TO STARTING WORK NEAR DISTRICT FACILITIES AND SHALL COORDINATE WATER DISTRICT SPECIFICATIONS AND STANDARD DETAILS FOR SEWER CONSTRUCTION. 3 9 0307 cc 5u 313. 2 +40 HIS WORK WITH DISTRI REPRESENTATIVES. 5 2+ .68 .00 W IL.LOYVSPR11.1G C UR COMPACTION OVER AND AROUND PIPES IN EASEMENTS t0 BE 90% MINIMUM, RELATIVE COMPACTION. f8 G3 0 . 0 MOUNTAIN VISTA UP H) CONTRACTOR SHALL NOTIFY THE LEUCADI A COUNTY WATER DISTRI 48 HOURS RALS SHALL BE CONSTRUCTED WITH 48" (f IVCN) M I k I MUM COVER UNLESS 6 1 +88.42 309. I PRIOR TO STARTING WORK NEAR DISTRICT FACILITIES AND SHALL COORDINATE ALL MAINS AND LATE r 5 Z2 +01.49 .68 HIS WORK WITH DISTRICT REPRESENTATIVES. TELEPHONE: 753 -0155. OTHERWISE SHOWN. $G7 2437, 00 311. -53 6' 30' 31 - 1. 3323 +5G DEEP GUT LATERAL 2. "AS CONSTRUCTED" WATER LATERAL LOCATION SHALL BE SHOWN AND COMPLETED ALL MAINS AND LATERALS SHALL BE TESTED USING AIR - TEST METHODS IN SPECIFICATIONS 327 20781 1006 (0' 0' 31 3 +$0 ON THESE_ ORIGINAL PLANS PRIOR TO "NOTICE OF COMPLETION ". (SEE SPECIFI- AFTER INSTALLATION OF ALL OTHER UTILITIES. 9 3C.G 2°)7.(08 508 81 0' 314.81 24 +05 CATIONS ON THIS SHEET.) ALL LATERALS TO BE CONSTRUCTED CLEAR OF DRIVEWAYS. t 328 °J7 306.74 30' '51Z.741 f40 . 7 3G5 97.38 7 30' 311.27 3. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE. "COUNTY ENGINEER ROAD DEPART' EACH R-!A LOT - SHALL BE SERVED BYA 4" 1 AND a 32D 2°7.20 303.20 G' 30' 30920 251-00 AY MENT" FOR EXCAVATION WITHIN EXISTING COUNTY RIGHTS -OF -W. EACH BUILDING UNIT SHALL RE SERVED BY A 6" V.C.P. LATE °AL SET A� A MINIMUM GRADE OF 2% WITH A MINIMUM DROP TO MAIN OF 0.3' (FOOT) AND AT AN INVERT DEPTH OF 6' .BELOW Oil= dT �C 3G4 °67.0 301.00 1 Co' 30' 307. DO 25 +3 4. NOTICE: ALL TELEPHONE SERVICES WITHIN THIS SUBDIVISION ARE "UNDERGROUND UNLESS OTHERWISE APPROVED BY THE LEUCAD ;A COUNTY WATER 7 Q 5 +51.49 5 CONTACT THE DISTRICT. SEE PLANS FOR SIZE. a 330 'S0' 305.49 2 INSTALLATIONS ". FOR LOCATION OF CABLES AND APPURTENANCES PACIFIC TELEPHONE COMPANY. THE CONTRACTOR SHALL SECURE A PERMIT FOR CONSTRUCTION PRIOR TO ANY CONSTRUCTION. W l °63.19 29 . 6' 30 301. +2 5. NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS SUBDIVISION ARE r 5 290.052. ro'• 30' 298.41 26 }$p "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF ELECTRICAL CABLES, GAS THE CONTRACTOR MUST SECURE APPROVAL FROM THE INSPECTOR PRIOR TO BACK FILLING 7 07. 3 . 8 6J PIPING" AND APPURTENANCES CONTACT THE. SAN DIEGO GAS 8 ELECTRIC COMPANY' OVER ,ANY WYE'S. J 333 9. 2x8.4 ro 30' l 8 +00 30' 2°14. 27 +40 > 3'.54 79.90 . 4 6' 6. IT SHALL BE THE. RESPONSIBILITY OF THE DEVELOPER TO: CONTACT THE THE' DRAWING AND THE DATA HEREON ARE HEREBY 14ADE A PART OF THE SPECIFICATION'S. '535 274.00 277 .41 (0 30' 28341 28+60 MOUNTAIN VISTA DRIVE UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED IMPROVEMENTS, AND BEAR NO REVISIONS SHALL BE MADE IN THESE PLANS WITHOUT THE APPROVAL. OF THE DISTRICT THE COST OF RELOCATIONS. ENGINEER. 7. CONTRACTOR SHALL NOTIFY THE LEUCADIA COUNTY WATER DISTRICT 48 HOURS IN S PLAN BY - ADVANCE OF SEWER CONSTRUCTION SO THAT INSPECTION CAN BE PROVIDED. ACCURACY OF THE LOCATION OR THE S EXISTENCE S OR O NON -EXISTENCE ANY S UNDERGROUND THE UTILIT1 PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT ,&I CGWQ/IEfE 7Z LfY TX/E L7/9T ?�7 W /LL .6E aT 771E EXPEN5 6 OF JX/E CO.aaCTG!?. ✓Od d / /X /Ak.�+ ar COr1GQETE W /LL /VDT PE OLLOWf,0 W /T/Ja rlr 7Wh' AELZAo /OrV OF T/./E Q/✓ dLL A/A r5 aVaLL A&d VE 4 /(WCs/ (& /A /) Q94t /EO 104X1( REDO /NG, 8/1OWN ON L. C. W.O. STD. W /rVSs S -/2 WATE,6Z ALL WATER MAINS SHALL BE CONSTRUCTED WITH TOP OF PIPE 48" (INCH) BELOW E FINISH STPEET GRADE EXCEPT WHERE TOP OF PIPE ELEVATIONS ARE SHOWN ON THE PLANS TO INDICATE OTHERWISE. Ala INCH WATER 569V /CE /5 REQUIRED F019 EACH R- /A LOT /N THIS SUBD /V /S /OA1 A ONE I NCM ( 1 ") WATER SERV I CE I S REQU I RED FOR EVERY TWO P. R.O. UN /TS /N TN /S 50 V /S /ON WATER METERS TO BE LOCATED BACK OF CIIRB SITE GRADING ACCORDING TO GRADING PLAN DRAW INGS L-6960 ALL LOTS SHALL BE GRADED TO PREVENT PONDING OF WATER. AVO J� C ,60 *5 3 OO T</E ✓ENlL4/N N/C/A W.0 `0 1/90,9,01 4 TO 7</E 97dAl0.eQO A'&W'S PRIVATE CONTRACT SPEC /AL NOTE SHEET ALL AC,rOQCEMA /N SEWE,? P/AC SHALL DEMARKEO WITH Tf/EN/0.2/7 'SE/VEC/'ANO MCA /pES//.4LL COUN O� SAN ENT BE 1_,41,o W/TH THE W02.0 )W14 UP IN Tf/E 0f N 7rENCf/ 7)r/ LETTEQ S/IE TO DE .9> 2' /NCHE9 N/Gfi! ENGINEERING DEPARTMENT ES TS .4_,,dl) ' FAQ 7112 A4CYe7WAoKN- Gig" VIZZ,44E AdRW 41N17 7 COUNTY APPROVED CHANGES BENCH MARK PRF_CISIOiV lee Dena' ten Dade Description: //2 "dQl.1NAWW� //'� CakICIWIE STEEL GY.L'f A �_� a AS BU /LT �2 47C 45 ��'" MAR 27 4984 Lem"": aaA/ Atw/YLY..4LDAF�.�G/YCS /O , %",rd �Shnwinw fs. wntr E Mer FE -4 11= Amt3w A A ///V JL47 A E4 of Work CMekM T. M. - NO. CaC07YAE'ACA✓ L VELS L- 3OZZ-7 Record Frop: Apgevol Dare MICRGi a WHEW Elevation: / Dotum: e l-S. C. C ¢S. wu E. 9419 , /7, !r Rick FILE NO. ENGINEERING COMMNY County Use Only 'f1i20 f4 /QQ.S IKJO /J PD /-07107 SanOle»,Cekt. D JOB NO. • SOJ3 _ - - - -� + - - - - - ! OA G�IR l - I ' I rt� 1 I I I I I : I fi i , 1 I t { I T p� t { i wo 4. I I , - � ' � I � t' ; �' �� � JI I -� t -- � —'. -_ -_ —t _' , II - t 1 # I I r t t � T 1 i I t I It �� t T � t I ' 1 T -_1 , _ -_ _- - - i -_ _- - .Y r 1 k- t I , t ( 4 T I t� I I – - _L t + + � � - � � - ! l I 1 l t V l k1 I i I ; I , t ! { I - - I - - I 1 i . I ' ( : I I T y • i t I p , x vp M 1 1 _ i i T; - ,� -- - C r — --' I Q 1 Its -- 1 1 , + r • t I I , . i f I - -- - - - - 1 { , - - Za t I ti I I 1 ) r 141 : - -� -�- - i 1 I 1 f I 1 -_- 1 I I t 1 � i I 1 i I I i t I i t I I 1 I 1 — — - - -- t J — : ! I I ; v t j 1 �_ I 1 . -� - - -- I - I t •' 1 i i I I I f - -- It / -1 �: 73 f p , - I : It I - ! :� rt t 1 1 ( I :: t 3 t I t �. t I , I t � + I I 1 { I -_. -- I , I �__ —, _t }} I i 41 - - A_ r II II , I ' : I i I i I I I C5. RET. DATA R= 30.00' d =90° � 0 4i O �. V .4t b CURB DATA 't -4 �� ►• I W l ►�/ ; h� � d =44 °0652" p �a �, I ` SlwILE / ° °4 0' M o !� ° Cdt RET• DATA I L Q OT CU/PB DATA =3080' ?? `I x I° ` L NO. 313 P 3000' � g 041 ° I� ���� Opv R= 38.00' a m o v Q R �. O V, �� �, d = %2'04'3B" o I h O "441 oei io ro �o F g "�. C. /? $ SEE GLEN AR" /)R. a 3o o CiyRe AN Till L = 48.2 ' oil 3 ' I c/ dx. r�FLECr /ON a° d= AT RAW MATCH ! /NE ��n`�Q v R=o;/7.00' ? fs'%C..XIdA.C,X �I ; A ; L = I77. 90 P.C.,P Z104400 PC `�, = v ��� �� d = !O °/7U9" Q ?Of/9.'97 �.. s 9' I #' Rid 1% b y Oj O 6'F TEE {V /� -- 1 - I� y iy0.1 V �� E iAC L = //O,OZ $ O FIMd:. G.V N w �I� I IV PLACES 1 ;� �V� hm o O ?07.38' j O •� w 11 I e Qp0 OR a " % I --s �I � � N I 0:10.1159 "�� =10929 l0�c I AKO . - p0 1 -_ AL /'97'31 fX /5T 0// A778L - I33 00' �4 Z 1 �- ST , :fr00' i M b JIM Q ?PTAR7N� — l d L_I�d.4G M 05.67 f SEE �7Eia /L �" A , R. \ \ S,hl �o ` s4�EET No. 5 Ov w / I v 1 i / �/ A/l'07'30"E. I ���\ �'`� % /,� +o `� ; [ai / '�I 9.00' ' - '�`� FH -- - - - - E x�srsr4r. '44 � 1 4s' � I$. MA ,�7nvEl Itc�oo p �h z6, 2`' o �h� CB. RET. DATA w I /b I �o�� l�= 90.00' 6AZ 6dfN ARBOR OR d= 93 °03'10" J SCALE / " 40' /NSTALL CAPS MAA /UAL A /�P AT RKNT LOT tin 3/Z nl W Z �� ! = 48 72' vl W `�` PRIVATE CONTRACT RELEASE ASSY. l 1 I ti v? 3 �' V old o? y r h CURB DATA CB. RET. Gi1TA ► �� �h v �I Q SHEET < o� LOT Aim y.,? o, I � z o R= 30 �, h Q p COUNTY OF SAN DO" V � � � � iNKERING DEPARTMENT F1= 40.00' EN d= 110° SEE LEAAW041D A . 1 W � SHEETS d =44 °06'52" L =4717 AT LEFT k � Q = 30.80' �, h PLA FO,i1 THE /MP OI�EA/ NTGi� e W 'v' / ^ /� GLEN ARBW O'R /IIE 64 IN A �I /i�Fi E/��WW/J /LACE - cl COUNTY APPROVED S BENCH MARK j L�A �is/ OOD / LACE FRI.%Ir;r; 1N r /LL�OE P,4Ae UNJT /V0. 7 /n N0 4 9 * paafFMan: /QON. CaWA&ETE Sr&FZ SS ADO 1 /t "N/M. ( /RR /G.) 40,07Z to a 1 ® ADD STREET LITE DATA ( �^y Location: 0•SM1RZ ¢41{C'fr�9 1gNTA wNIw.fM [ (/ Ass un AS BUIL T z4A AERaW ' [7r, N YIYrk /� CMckM T. M. NO. Rawrd Frain: C0l/A/TY LEVELS , :• Ebw W! Ar9.779 Dom /J. Se if f . W. WlNlem . R 7 Appowl D.h 30V. 7 • O -l7 -7 `R FILE NO. ENaNIEERINO COMPANY County 0„ Only 5410 Friars Roar' 291 -0707 Son DIap,CMN. 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' -� - + - + -- -- - � - : i 1 _ t - � '. ; , I I I i 1 _ - -fi_ , I I I I � ... __ I � �_ - I , : rt T I , ! _ L. « I _ — — a • --- - t - I I � — _1 — - -_— j — � — _t_ -1 , f 1 y I- 1 ! : ' I I I M1 .. t � i , 'Yi Y I fi � � i . - - -t I I — —� I - - + -- -�. - f + f + : �- - - t -1 �_� h it A , t I III �I II I � � � _ it fi r rt r , w ' t ENvation: V� per: I : t t I I I , •I I j I _ - -- __- - _ 1.__.r- -�_ 4 4 . - ; _ -.. �.. __+. __ 1 _ _ - -I_ I.. i 1. _ , 1 - - m r + - -- - � f ' f I Vic• # I 4 .- LU I 1 I I I ! �j Y i 11 i- I I I I I ! y ` : r I : - • -- } - E 1 - r- � - � �- } — - - , - - - : I - 1 - TI - _�.-- } �- - ~.mo - - - � - � +_ -, : r 1 i I I - - 1 , 14 1 I : w _ s.3r- 33C 3�% 332 N UNDE�6.pOUND ELEC. CONDUIT 331 V ,�'FL�TI/RE 60' Mt'wNTA /N (/ /S TA �iP /VE 33 3i o� i W 3Z i lV 328 I ti to h � S 0� u 5 /S' SEWER EASEA/fWT p 0 IRI I L• p V ? �� 5' � d= /vofoo h IO ti I R =400 lam. /DOD y L� N L = /7.45' W LU Ob Q ti� /2, ,. 3ia., EXIST. "'WATER EAs MEWT PER OLIV2WAWN MUNV /PAL ~A �' 36 ( h WATER p/1TR/CT s PRIVATE CONTRACT • • •� IIIUTEt STAT /ON /NG IS COUNTY OF SAN D WOO OF FUTl1RE STREET ENGINEERING DEPARTME SHEETS ^4" FOP THE /MPAWEA&W 4W OFFS /TE SEWER TY APPROVED S BENCH MARK /A/ vwA6E PARK awr M2 7 No. Description Oats Description: �Z" IrM7 Pin /n Concrete Steel Fast A5 BUILT 3- OC Re terA I , apPro� _ <. ...+;...• 11 Loatiorr. Run A/ /y A /o/1� Rarncfio Sentg eYltvlelen En innr .9� County Enpimer , Fe RGbd Acrogg Floe . // _ _ '�'�- E of work Chocked Chocked T. M. NO. Record From: Ccvwlk ,*I h Zowiv& �� /29. 773 (/$.t; 410.$. // Aryroval Dete 3022 -7 WIMIem le C.E. 9416 �O_/7_7 171 \^ FILE NO. Mt�f` yR ENGINEERING COMPANY County Use Only 5670 Fiilrs ~ 29V- 0W7San OIep,Cs#f JOB NO.: 50/6 -5 : : I I t I w. c. rt + C t t tT w fi t t T T r r { �— - t? -- - - - -- �t I !_ I T .. I I ; , • I � ,. � I t { I �� 1 t I _ -� -�- - - -_i - - - - - r 1 N . : - + } } t- - - -; - j - I �---t---�- - -t + - 1 I 1 , I I : , Y } Y t I I 1 , p , Y_ f } I - Y >• i - t —, _ _ -� -t- ti { t. -L—_ I , - 1 T 1 � ( f AI ! I I A J f i j j 1 /Ld. �� "E �. 1 r - - - - - - + - - r t I T S I ! 0 v I 1 ai TAI t -- - } • t : , 1 : ' � T : 7 • 1 r — — - - n I i h r t k .q - I fi - - - t - : it t { I I � i I b• — — —'— � t — r r r � 7 i it - - — - - - .— : 4 t ' I Y —. ♦r_~ fi —_ n , _ R ! 1 ( 1 Ali ' ( i I + - , / ?- _ T 1 : , t fi— t C /OTE: /,1:,0/j 1 1 - « : ' ti � / ,1 : , 0/j AVlll NOT .SHOWN ,4EF7EON SEE SHEET NO e QOIL/A/,C I RV AVCO CLII /,{�lYj,{� /TY -- 4 8AR5 /2" E,I'V (T YP. DE(lELOPEiPS P�,pry A �'FG�TU!?E 60 'MOUAlTA /Al (//8Tq pp /yE /`�- �� / a a'Q FLEXIP�LE C04,�Pi,1NG I 0 15 "fEwER EgSEA1E T / / / TE EO,P .CY�G' / A / .y� / / fcArwvE O ni <} RBI / T,/ /OrVG�T.4/L�BS�E 3 �j{�p / PUMP i A.a.- TWRUST fvLOCI / / MouSM�p IQ FOAM �I /0 S&V o- ET N � / l i -q )• �($` - r I r NDEkY'QDUN,O OIO *i d=/? '� 5 \ ` �/ / Z , � �_� W ti EzEC. cawaarr Ra3A0' MI ° i,+/?.00 `� �E .v r ' d i / I / , % /r SID e Ld _ Al 87° 31'50",E, �I"' �� ' / / / / raEN a W - i i — - - I — /' j L T.�C wiv #40 12 EIV(TlP) W — — - - - -- ------ 6"a.c. - - - -__ 1 ��� / \ L 17� IL ljqw 1 - - -- — — - - -- — /8"'Q!/TTE�PfLY !! r _ 6 12 TA?I�JN _ iSSOFT THRG'ST \ \ ' i ��� �y 1. ZA /PIPE EX /!T. /I "WATER Fa4rA iJ.C. 1 \ x V� aa / 8 -• _ � d = 52 /3 , NB ° 31'30'6 40J OB' 6 " d�� R= 8010' /? / // \ ' h / h / FF Q CL.CSS 200 FG�gCE ,(/,dyy �. QV E .C�T.d 6 " ,4.G: l \ T e- rs!< t- BIZ L � Zr 9EGT /ON .4 -A � � � �p � � % EX /ST. 30' W/NA/V ATE�P EASEMENT \ PER 0XIM ML/A/ /C /PAL d =3! °/509' I PRIVATE CONTRACT SHEET C OUNTY OF SAN pNdO A/UTE STAT /OA/ /�tlG /S F �� ` EX/1T. 20'WATER 7 ENGINEERING DEPARTMENT SHEET OF FUTURE STiPI�ET �� EAfEAAE'NT AAN5 AW W /MAPl�1 #r a r 4{FS1TE SEWER N0. Ion Deft APPROVED BENCH MARK /Al -V/LLA6E AIAW UNIT MO. 7 AS BU /LT Description: " Pin /n Caxrefe Stet/ Posf , Appro� �li`rlai' it.; 3`n O Locetfan: 0.5 Mi. RZ117 ,l/ %sv .I� Ri�ACft� S ,71 / �O SUMV411 E � acf cw t -_ k Mwd ACAOSS Frame .P 111255 ?P E�Sk» Work Record From: Coantlr Ben66 lowls D %� Che cked T. M. MO. LN Elevation: /?9.773 Datum: US.C. �G. S �wll ApproveVbete 304?4? 7 /0_1T =9 L FILE NO. ENGINEERING COMPANY County Use onl W210 frl* - is kbad 15f- aw7Son DIge,Callt. Y Joe NO.: f0l6 -S Borbed Wire Terminol Post N OTE- . Barbed wire to CHAIN LINK FABRIC' l P IYW /ow end or #W 9 Lin Post - I 70? Rcil / ! a I c GAT \ .G__ LE�i Line -- -T tend 45 away tr,rp Goff Pow {: No. wire 2 � "mesh I --l G:+T M� � G _C$i �'JEI enclosure. 1V're G' h. ti E FRAM — QPG GHT / p,Q /�,�rro E/yo � BorJeo , s /ft r — Gate Fram SINS 2' 0.G TO 6' TO I2' INCL. C 5.79 m %� 5' U/SAL(/U3T<BLE E POST 40ESPAC/N6AS,PEQU /2E0 ' R 12' T O 26' 4" r,. J. y. 11 � fEBC0- NO/4�4 "4AC!/UM B•?_ ,?LOCATED a —, I - r Hot 2' O D. OVER ti TO 43' OBE gTTpopFGegNKd "ABOliEG2AOE p gu'�on,zeG 4 ?' H- column ' /4 y wwyw7• -' i l _ ( L /. ✓,' 2' a D OVER 13' TO I B I 5 /u' 0.0. 18.97 • CHr'MP /O.f/?LYJ3/4'CCJt/7XOL !/AL!/ELDCATEC! / t, r v�� we;pht 411bs. /ft' /NSLEEIE B.PdI•tr •O/ C.r/ /P C Q f : � , .� STL7L7Gf/ ?O 10W AJL 9 "' V� V � • V I �, ;i���h �, TERr.tINAL POSTS �� � ti IS � �` �•r i' GC7 \ti i u End, corner & Pull ASSUMEPC�ESSUPEA!/A /LAEfLEJS 601149 NOTE' INSTAL SPp E� E Sf'9T /t �' '' ` ! I I posts 3" o.- .,57'9clbs6 JALL / MgOCTf /EADSTOBE Ori/G TO Cot/ ALI� /N /ZEl1 E/P 5L Q/SEQ/2 ABOlrEG2ADE. rl p e r l nsol toot ? ALL 2/ SE29TU� 'PESUaq�BTEIJ/v / / / / "CBA2�[//Z a I • I i N/ i /// i /// i /./ s. .i N/ V N/ f: •/ S' /// i /N •. i N , LO ALL GP•e/GATEL NEJ /V.OL• Y� [l4 Concrete Footing (Typ) � , � L - TOP RAIL 9 l B 1 1— j Hot - c i p q o .v cn t i e d G�OUNL7ANOSUP/>OQTEOIf// /�4 QEBA?6Y//JNE T P /!Y/tloCiy td 3/8" Rod. 3/8" Rod "� 4Y i (Hc•ip galvanized) (Hot•dip galvanized) Concrete�l. p pipe 15 /8 "O.aor ,�t ,{ CUF1/EOENQ Footin H- section, 'w e. At AW 60 00 A 5 ° '� o' vex. g �= g P.90i'GYT•QlN /BE D/STR T QPPRO 0 ha p /v UD W p < _ _ 3AV.4SE SEQ{�jC'E BACK LOCVP9EY � 7Y'ICAL 2.27 Ibs -�_ /ft °N �/ rE� a // Q� CH LINK FENCE DETA ILS BRACES / � U ,OAS�TON ,PING Tf'PE 16 !TIE EASE I \� CAST /pOit/90•FiTT/NG —` N TO SCALE Some as top rail. To I + NOTE' oe SPaced inidwa be Gi1C/P , v P /oc� Thrust Black @Bead toP roil @1 ground j - -- - - -- - - -- CL PUD ' - � y i I /VOTES v o +. _ _ (90 •f Beor/ Arsv 7 7 S. A- FABRIC BANDS I �r -Fuse %Sewage ,orlmA shat /on 5ra / /,be a Smith ELa+a,(�s / I I Faetar-y - Br! //t SerrtoW Rirnp Station per Oivy. o. /U 75 -0-/ Fcbr,c to Ge fosrene d CGY7f/tOCfov Shall fl/r/7 /3h, //7'S�C7 //� E'f'EA •ccyjE 0.45'TOA/ •PING Tf�PE I CL 200 b line posts w/ p f rox I db /? NA 0/70' tel !174910 / /at/cln in 4rxA�anee w�/i'i Y"e S _ I2 C1(ST /PlJ/V�'F /Tl /NCi FLEXABL ,. » _, l�COUPL /lVG boobs ipcced approx I �l� ptCS. �4'- 2 10 - 0 1z." apart & to top rail L- - -- -- - fb- tfiiS P/DJIrtE'rr�vXiI�JC'trvnti� inSfiucfiorl ¢ Min ` ur�cNtr Min . with 4 Ft Wet Well - z� ,rAW11S79Z0ZX PER 2a "apart -- /n spr c f / a -) o<'Leacadra ebanty N/alr'- D /shat G�T4 /L ON 5 uEET ND. 7 40 BO c� x ✓ /�YAC SYr�k G1ja�Q Gri FO M r/LOCAT /OV N � _ xra/ Data BATA SEESHEETNO. 7 i\ / 6 - O I v . F�Wei SupL✓l� �.EP SLApy For / Dv�,hX AvJ�P ¢a. 20 hcvsec. /e/; a EArtctnrdOL • �6tor Circuit O rerreers Y �0 o O o SerYiG1C �s .sa T Aax//rnries 200 6, at IM feet total Gt�ADl N G FOR H ti _ _ _ M'OOd pbs 6VV4F4f471C r>V /may yG Q/,gGQ,gM R�PA ?�Y/�I/P orr /l►.tery head. -�— - .4crtSSOrrKS A- brro'e+d SSE S.N /1.� lGirtELE�S C4� OwG NO 2.91G�6 Z Arbfw s NEAL4 PR4105(2, sR4105(2, , PUMPING STATION \� i � ' " 60cyc�e, 2.30 volt, a w /r¢ / - 0.1 Mtn - I 4' 2 Ih ! <fYPrie� Mend W M 2 All w /ri179 0170' ¢(tiCfir'a/ insh� / /atim s.3a// �lbriri - - - I _ 3 Lugs to - 6 Ma'ficvur/ Erftcfr/Cal CocYe arAo' 5A7A0 a/ Cq'/llb•-17ia Serri�lr Elec tr /cal Sat4ty GYders. O �.t SD Ge'E + y �' Lcrar'"7 P OWER - OUTAGE - A/. /. oallef 3 Exterior CondOit shall be rigid gn /va17irreo/ or - _ — ALARM TERM /NAL (ryo�ca /) aherardired. screw thread, llgelld fight w/th a line/ Fvr N K Bubbler Line Guord npi/5 ..• " m //�ii�x!/n O/ 2Q cove' �' o o i T"�l LAsclari17ert E Siotton Lifting SW / ��`�/ - � 4 Furn/49h e instal/ 60VWy rrr/ &- Soc,Eef box of Loops /"'O 5 5aXr' /eie17f MQr7C/1 /b handle ¢ /ech -real load OF_ 5 S/mu/fone0us �wmP Aolercrtion p /us Dux! /1bry T&E M5 4EA_ I9'- ®" Min . --5_: cFvt C',hir�Ps //.5 vo& Circuit 4'` as aA)wvwd by SanDlego aos ✓is>ra// 33r� r?reSsure Sw/teh To % to T'N � IMith 710 scars � E /eetr�c Ca s 8e .!c//vo•tta Alt Niq/a aS 1r7 SETTINt PLAY y -l7 Lb Magnesium Ands Pock /.Si�CUr�t Film /yJ ued /aisiov esoliaLZ4c� Levy: St�ow17 Pun Leads /r� One Installed Ea Side, S Furni1h cad /nS & ta /l vv¢af� Fuss. abco" ' ` ' :'a�du/ t Through Tn /s oirrssrre Air GrcYi/�ed Sje�vB wrtch a• sw�tefies ,a¢r rno17vfaL.`a/ lens /17sfty//afiian Sw/ tc:7 To TQrrr�+a/ Bor S/�own DOCb t' 6u s¢f P /ales P/. rc�ccq+arFnrrmsE.�aarEOVrmay�r /i�etiucfians Boxes! sfaa / /drrctrt>� o,�'dr /ir .;z q ,(acttied 5; r'" co ly, r / K'TT//EA/O/MJSECIiaP /'7ATW5y�r /4'y. LID ELEI� in ONcv OFF,00sitipns. / Bubbler Line- ' 3/4" Pipe to ENTRANCE . ,� 80x /BG.7,j Stcrtion She // 73E/! lr �� Wet Waft '� 0„ TUBE 2•_0 "± /� �LrCt 6 Bubbler L!/u GuOrd /C --3 "X .5 5'Z Ong) T P �`9T T/,qw MON -O :JECT QET.4 /L Fumi�rxd by St L al7C'/ cut 10 rlrquiim' 1*Vh v4- y - r _ _ Afirr at 6nst0llabW , Pamne,& Precast Rings r uif Entrunes Conduit t »' Befivdrn B/n9af: oMC _ _ 4, Suction 7 C _ alnfrorlrx fo providr ,wga¢r /'iftIn date afaF . 4% e-1 eTr` 8 4 4 _ - ��/ to Here c�'� 3 6 i 1 Pipa rr Got* Valves Sap? DilV0 gas Q E/tCfirC dtrviCts fo accommo /l10d �o \ 3/ X 3/ X 3/ Tee , - fnfl►� far. '� 4p �hk A , o� Tlfia �/flrEt �. F9roe magi/ fD be 1 trzd at /5G % of de5ig`'7 head Standard Precast / Lif 7 " • • � ting 4" Discharge at system anld at / /O X Of' aPe =E I • , Eccentric Cone , . � liquid �' Ladder Loops Grouted Gate Valves des/gn hear at fht disefrarg'e end. /.rECj drCiFicdnory5) / S7rrE Q h I r!4 "Sum Clean- 1 _ i Sleeve Acct/ vatur p t ` ell 6' -0' Pump Ofsch 'ng — - ( T1'p 1 /5 =0" / 9 ��arM /i�st+a / /aticzn tae ct�'ltracfor Sho / /�rovra'e E SKEET Min. 4 f s *• .� ^ _ , /etler rcvn S. O G 0E. to L¢aeadlo Count -� P,?.sureSwrtcfi P pe Ptpinq.G4/y oordkrrmS /tm /7w6 B bD; r STEEL. Fluorescent Light.v Bubbler AtrAe-r ListriC'A a� &A2V 1 111 rt viitrinQn� �'Swl h —._ -- �s _ E lev Co .3vre frviAsrb►11cyha 7 E' f /z7Y &117 tr etwnimcrat 7v Ay tae ecc ` _ Central P esSO /5 I &.W7MWpe. CM7, FEeX ETC.,'MrgFCZwr /lrlKD 4r LEFT O+s S!✓EET.� ' Or» ✓ode Bt / //t/ifhii; / ?ofltra //= 1 Pipe �� 3� -'- � Panel I 2�� T /2 Min. P Maaifiea Slonaaro { , \_� 9 -3 Ma Int. �tr l �' 949% I CcmAocfion �» ns ech on i P i S re Ede Of Uadrafvrbeo - — _ nchor Sump Chart A ?,_ : Pu 9 - - - ''�\ C ommon Line to T -0 Seal 8 . -9 " ! Discharge M -0 » � Wet Well Wall r lower CLASS 200 �I PAVING` FENCING Min chum ?' i ' CLAS,S200 483. * S 7- o : I I (2) Bose Beams - 8118.4 P PLAN OIL RO/�O1NAY 7o to Here idifie� —� • � / -+ - �- r-- ac wo, DRY- UNIT . ; 1` SC'r4LE 1' =490 NO.B �. ! 01 STATION PLAN Pipe C PRIVATE CONTRACT LA55 22 Elev 172 r: Suction ,-� I SHEET I'0" COUNTY Of SAN DO" TYp. Concrete Grout ENGINEERING DEPARTMENT � 6 AC GERM Suction- 1 t f + d SHEETS / L' /OS9 /SOD S ( one T . I (Rod Under Sta I 3 AC. PAYING / 2 �Ca7creAr - �6 (Ty p 1 _ - pcc. M + ti - � ' >: R THE IMPROVEMENT pE���� ` .!9 Eiev /70 Pump Sump -- — . co PQ )� a Lb.con ) WALE • 3" 6 "x G "x 10 " "ire Mesh (See PLANS O 5�� _ 4 • f s �. 2 00 �. UNDERGROUN13 M)PLEX SE -- Concrete Foundation -, . PUMPING STATION COUNTY APPROVED CHANGES BENCH MARK r -.ale I �/ RE VILLAGE 7 Elevating Blocks PARK UNIT NO. FP`-�ISiON "'Ar/vE soic� /�"Lbrve /s 4min N - T - • 1 � „ N" I + " CrU�.>�Ipr �C� DesaipNon /¢ IRON pill INCONC. Apprerq4 SECTION A -r4, G/taat ToBOttom 01!' CAmAQC7Srd � U fU � (See Installation Insfrucfions� AS BU /LT OC -0072 fir �' } 27 1984 S4Cl/O17 Location: O.SMI. RUN N'LY. ON RANCHO SANTA FE OW S County Enginoor sc�E. EorhS GMP/�GTEO F /LL. R0A0 ACROS5 FROM PP II1e552P MICRQFII_MED � n Enq of Work CMekod i T. M. NO. 3 , /f✓ ReCO►d From: GCIJNTY 4ENCN LEVELS Apprev "I off '�n3+ rE 0 E Elevatien: 129.-73 DotwR: _ V S-C.A , .�, a 3022 -7 • Rick - " � fbtoG :orlwry • So* Diogs,.00lif, JOB N o.