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2008-789 I (Plans) G OF BERM SAL NOES S7A� i1ElP >'DCLUIa�JW FREi�V11�iV HMO STAMM ,m, 1. A PERMIT SHALL BE OBTAINED FROM THE CITY DEPARTMENT OF PUBLIC WORKS FOR ANY RORK INTHNV THE STREET RASHT -OF -WAY. 2 THE STRUCTURAL SECTION SHALL BE W ACCORDANCE " THE an OF ENGNITAS I WNTAIN f4 3 OUT ASIES T A IT I IL ILLEGAL 70 WA9 C O CREI& IE F RY MORTA AlTEA 1D CIOWTA/N WASTPoVIT WASTES LW SITE IT IS XLEGAL 10 WASH CONLREII~ SLURRY YORIL STANDARDS AND AS APPROVED BY THE CITY ENGINEER. TUCCO, POSTER AND THE LIKE INTO PIE STOPAIWA79 CO Of YANCE SYSTEM Y ANY J. APPROVAL Of THESE MPROtEMENTS PLANS AS SHOWN DUES NOT C 0NtSTTTOJTE APP1itTrGOt � KU CLWTS JW MU PZT A SIGH! AE,9�1A7DItG A tT LL'at;ADL1lL t1F ANY CONSTRUCTM OUTSIDE RIE PROTECT BOUNDARY. QiSTING aARQ 4. ALL UNDERGROUND UTILI DIES W M THE STREET RIGHT ->7 'MAY WALL BE £Y7N5fl HIM, � � �� GUTTER AND Rey ltASfMFNl LINE ( - -'- - -_ - -- cW D AND TESTED ARIA? IV CONSTRUCTION CONSTRUCTION M CURB, , G?l1SS il rTfR AND SIDEWALK 4Q' NSW 3' fNDF FCC T T A STABILIZED CaVSMUCTKW SITE ACCESS SHALL BE PROMDED FOP WHICLET EGRESS AND SANG PROPOSED EXISTING AC SIDEWALK FER ry PA647VG 4 TO PREVENT TRACKING DIRT OF SITE TINS SIHALL WCYtXF USING MATERIAL SUCH AS SIRIP� LNG + SNIP PAVEMENT C-7 "R f' a AB 5. THE EXISTENCE AND LOCA7M OF EXISTING UNDER�kOUNO FAC2I1TE5 SHOWN ON THESE VAVEL AND /OR CORRUGATED STEEL PANELSIPLAIES 6 ) AND BASE -+j 2 � Q T R �� � PLANS MERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS TO THE BEST OF OUR "` TKNOWLEDGE, THERE ARE NOT OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON THESE �n �is R �so. Lis Tl1 fXISANG 1Q0 vows afVAAAlMF `**� PLANS HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO TIDE PCC PROTECT ANY EXISTING FACILITY SHO1li'1 HEREQfV AW ANY 00 LiL H IS NOT OF RECORD �N Ik}IICIES�II REF1/l1L4Gi Aln JGWANf EGtYPMfALT JLYMTDMAAI[E 11NG 8 /-f tYWSiRGCT r AC f11 T77(W SIDEWALK 6 iOCA AND ELEVATION OF tNiPROV£MENTS TO MET BY WORK TO $E DOME SHAtt 8E ALL "" REPAIRS STALL BEJIAaE 11'F EgSIbVG 8'/ AND GRIND T L 6" A 6 T E CURB SCR \ 7YATER MAIN t 50 FRAM SAWCUT LINE AND CUTLER PER SORSD CONFIRMED BY RELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. CONTRACTOR LTi10lTROL SEWER MAIN PROIEDE SMOOTH TRAN a c-2 OVER 6 GL N AB MIN 'VLL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUNO FACILITIES iWTHfXSTWG PAVEMENT 4 AB MM __ Lt VA ',SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT RENSIANS TO PLANS f REINS IONS ARE M90V CONNa MUST BE PROMDED FOR ALL EROSIVE SUWAM SLOPED WAGES B IRMINGHAM /� /FEW ELEVATION CSPEaALLY SN&L if PROTECTED A"NST DRI VE S TREE T S EC T ION N E C E SSAR Y OF ACTUAL LOCATION OF EXISTING FACILiTIES. #POSION BY INSTALLING EROSION RLSISTANr SURFACES SUCTT AS 7. IHE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS AND ELECTRIC CMIFA1NY MOR IV gpPOSIAN CONTROL MATS ADEQUAIE 6ROiWD OVER KNETAMY,, AT STA77ON 2+63.4, .77 = 7.5 'STARTING WORK NEAR COMPANY €ACRI AND SHALL COORDINATE HiS WORK METH AND /Jr11M AOER MA SEE PLANS FOR OTHER STAI TTONS 9AXA2iVAMCXJT LAVE COMPANY REPRESENTATIVES - EI' C, IVAiKXF, WQJi2A (INCa1CBNBES,i�#fL��1dGBdNG _ . ; 6. THE CONTRACTOR SHALL NO11F'Y THE PACIFIC TELEPHONE COMPANY PRIOR rO STARTING T CILRB AND QJW SD(LSQ 6-2. W 1;' JAMB _ O ORK NEAR COMPANY FACIL171ES AND SHALL COORDINATE HiS WORK WTH COMPANY ! K17 ALL PROTECT Z5 IFSIRUCIED 10 LYTANdTfL RI1N141 Alt IlJ61HE Z`ON371T 1707 t c JREPRESENTA ➢VIES ALE§' 9.5' JADE PCC �. 11EW 9.5' M10E PCC - NOTICE ALL TELEPHONE SERNLES WTHIN THIS PRO £CT BOUNDARY ARE 'UNDERGROUND MIECOMTRACTOR SI/ALL GRAN, AGAINST L OSiAV U9WG PERMANENT AND T, - ___ _ YEIRO" C alma MEASURES C-7 PER SDRSD R d - - - -- - R 57DfW PER a PCC SXIEMALK PER Sf7m C4-T o ISM SF L ": JNSTALLA PONS. " FOR LLICABON OF C48 ES AND ARPURIECLi"S CONTACT BE RO Lw FI OVER 4 CL N AB 1'I -- TRh°ING =� 2' � � �# $1E•PHONE COMPANY IAEOi W EX5W, 1EGEFAAON CKYN O AMUTELY IVECE-SARY. URGE PRO.£CTS SHALL BE CONDUCTED LV PHASE TD AM I/ CCE5YARY TFLEPHOf�• 1- 800422 -�1JJ S _ _ _ _ . 8'i RCP TORM DDRAW i35O -tf If-8D — u MOVAL GIB TTtE NATURAL GROUND C%9. I - - _- �__ ` - AD _ _. -- ---_ - - -- _.._ . ._ -- 35 °•• # IT SHALL BE ?HE RESPONSIBILITY OF ?W tElfiflPE1P TD LbNTAt7 iME U11LtT1 At 1IL7ES CO NOT REMOVE TREES AP MRS LWNECESSARILY,• EHFY ARP AEalEASE EROSION �1G' 1l� S ; _ - - - - - -_ -- - - -.__ t�ISF THEM OF PROPOSED YIPROVETiMEN AND BEAR COST OF RELOCATIONS F SiING B 0 - a SEWER MAIN - 70. AL Y "00 FOR EROSION CONTROL PURPOSES EROSI N SHALL BE PREIfNILD ffY 1" 4' G' em IVAAR J�l4W � - � - -- IIEW' r 1S am - � #fiN. AI QVERtAY -- -- - 1ER �YTY TANDARD TAit - - - Am �F - 70. ALL 1ELfNSI(TN 3VIZfS iViIFfIiV 1H3 PRO ECT ARE VNDERGRbtIND >xISTALLAiTONS.• +M FM LOCATION OF CABLES AND APPURL"CES CONTACT APPROPRIATE COMPANY PlAI�ILNG FLST GROYIAIG ANNUAL AND YAL GROSSES 70 SYATID AND ND AE UL AND GUTiFR PFR SnRSD � At ��WSRRICT 1� AC 9Vt7PCA Y _ 4" AC ND GU R PER SYMSD i-2 OVER 6' Q / AB MW. pWR 6' LL AND GRIND BACK 6'-B' R 6'Q. 4-2 OifR 6' (Y / A6 MW. 11. THE CGYVTRACTOR SHALL IN=QUEST A PRE-CONSTRUCTION MEETING FROM THE QTY ♦ AB MTV fROM SA§CUT LANE TO fm mm GOO ILK fm $� E; f2 E - * 7 - M SF - -- - _ IiKiYNEER'S OFFICE AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE FOR S" A IIEEAYG - -- - - - ACIlUL£S ARE CQft1PiE?£ - - -- - - - - - - - - -- J CTO MDE SMOOTH iRANSTTION >: PHONE NO 633 -2770 - TH DIS P9 T - - -- - - - - - -- - E2. PRIVA ROAD IMF PRIVA KR UK � Ina AGFOR07TON CKY CM NW � FaT DUS QX� NI SHAU ff �I EWCA S TL E A V NO REST SECTION CURB INLET PER SDRSD D -? TYPE -2; =iT ♦ fA dumm raFFiCIALS SIGNATURE HEREON DOES NOT CONS111UTE APPROVAL OR RESPONSIBILITY OF DITTY y l-9` (,�,�I�`]�I�jl fiA 3`]( j�(,`F A T STATION 2+13. 77 = 6.0 1 "= 10' KIND FOR I HE DESIGN OR CONSTRUCTION OF THESE PRIVATE IMPROVEMENTS. (IF APPLICABLE) im _ £ PLANS FOR DRIER TAPOWS MATERIALS SHALL � AIN 0 W A � FLAZL 1D T � T6£ S JNORCE: ALL ELECTRICAL AND GAS SERNCES NITHIN THIS PROJECT ARE 'UNDERGROUND LOGE. CGWiRACTOR SHALL STORE THESE PRODUCTS §HERE THEY WILL STAY DRY OUT LF STRM MAdN CLEAN OUT PER w" D -LI w X-4 t EA INSTALLATIONS' FOR LOCATION OF ELECTRICAL CABLES AND GAS PIPING: AND IE RAIN QOVIRAC7PI? ST�VILL A9biIIlE SECtT11DARYtLWTAfW1ENT FZIP ALL RE S7�fRLD APPURTENANCES CONTACT THE SAN DEW GAS # ELECTX/C CYM ANx � -ft2cum mps f5 SDU G -24 rff !t' k G -34 2 EA i LT>4?2 -#133 TE AP REDUCE FO LUWN OF STORMNAID? FROW SIDa(P g KEPF OV SITE tt /U1.71 MAY INCLUDE SOIL PARING MATERIALS; ASPHALT CONCRETE AGGREGATE BASE, SIOgKPNES STULL BE LEGATED AWAY FROM CONCENTRATED S70RMWATER ROOS AND j* iH d( MULCH DER CITY STANDARD ffTAIL I I -11 I — I —I I —I I 800 SF 700DRA/N INLETS STOCKPILES SHALL BE COVERED OR PROTECTED NTH SOIL STABILIZAi7CN SDAD 1A�1fR liD1ES RIP 1 R>W3 �ASURES AW P WDED MITH A "DWARY J EOWENr BARhIER ARLI'AND RE IEIIw fER AT N7IiER mm,, LAf'ERALS A1A111M'LRif17RNCf5 JliAti BE 11'XNS1Rf1CTED ftmw TD THE STANDARD allL AYES A1t�M t 4 M DI t llC t 0 JASON DILW � x : GIFKADONS OF THE CURRENT WATER AGENCIES' STANDARDS CQWITIEE ((WASC)). THE CONTRACTOR STHALL �NG UNION STREET, SX *V I w FIND LLEREBY DOES Qt4V J UEf ALL MOBX FOB A PERIOD OF ONE YEAR AFTER ItiE� DAIS Of' dCCEP 62EG4 CA il?la1 ACTOIPS' ORO*ZS IM PEiC�OAM 1�NSTAISCAON W PEMY OF OWaMTAS 9W E y ` THERWSE NOTED, ALL COAMCDOIVS 0 EXISTING MANS KL BE MADE Y THE CONTRACTOR DINED TO BE FAMILIAR NTH THE CITY CF ENCYNITAS STOIRMWATER POLLU71ON CONTROL RONNGIGOOI DRIVE & lfMC SJl CLEAT£ T T B A st ( LALESS O DER THE SUPfRMSTCW OF LNFG1liF0 WATER DISflnCT AFTER PAYMENT ON ATE ES7§IATED GUST BY TTY #AV SAN REQUIREMENTS THESE BLIP NOTES SHALL BE AVAI ABLE TO EVERYONE NORKNG CN SITE. THE CAR DIFF, CA 92007 *$(LOPER. - TY LINNET S AND THE PRRLE CONTRACTOR MUST A SUBCLIN FORM TRAC70RS ABOUT - - - -- - - -- - - ((��� 0) "RE f2ED71 w AiID WADES VE Nor "m dY BE IN IF J w'Al IE NCI AF F f /�E WATER REQUI/1EMENiS AND THEIR OAN RESPONSIBIUDES - --_ � _. _ AARM NO.: 260- J70-26 2S lB 21 1fS BEI.QII LEEII!&iAE FB�ILSH GRACIE 11� SIRf.EL � I IBC DEM7 THAT PLW1fAP ECG lF>aT PrRflC9V LF (4) ALL SERIX£S M NE CIWSiR C ED CLEAR OF Off "A YS I AR/V£ L W A9?THEASTERLY OF AND AOX MYG BLOff 42 AAV NAT _=7RAC1dt Stitt 8E 1PE5pgyMt Plat pRLPMrDl7 MC Lr TI )U ff W ��ppgqDQN DI� DE 40 FOOT STREET A LITDNG 6fOC KS 64 AND 92 LF CARDIFF NUA X t WMACT(R TO FTJT 0 ZW ITCH aMP UMP Ma AND XV WX FX M RESIVEN ISTRU00N MATERIALS DLMIPWG OF UNUSED OR WASTE PRODUCTS ON THE GROUND, APACT IN THE CITY OF f NQNITAS lW COUNTY OF SAN DIEGO STATE OF <DL ypg8 t:W GARRY gJfJl LYTa JME LYWlEYANC€ SJS7FM iS SJWC]dYIWQHiBITFA ,CA LIFbRN /A ACCORDING TD MAP OF N0. 1469 FILED W TNt Off OF RE { . QDUNiY RECORDER or SAN DIEGO COU AUA'e 14 1912. 115) LIT' N)IPACTDIPS SW ACY§W A MOM ITT AM AYE GYfLi� IA AWSIX OF 5VFTY RIP AV! SEEPAGE FROM DUMPSTERS SHALL BE USaURCED WTD - 1YIBK TORYWAI BERMS ES SHALL BE PLACED AROUND DUMPSTERS � "I" W 1 �y N 5 DIVERT RRE NANRAL SF RUNOFF. DUWPSTERS SHALL BE CHECKED INEQUENRY FOP DuiwpSTER ACF 1F B §HERE D UI L LAS iE .NO SIDEWALK EXISTS, q7 7 f ET fROMI PLACED WIThy iRUCiURES INN AIPERMOUS ROp NG OR COVERED MIDI EARNS W 01W ' AIgYJ R1W aWrACrWTH ANY PLASH W>4L iOIIOARY IFawnw CALaLfATED PER AMP MQ rut PARCEL MAP t ANQ R AREA1E ASSEILI£S AT Ail MW F MTS P PV NW. - - - -- - -- �. _ - -- — - -- -- - - -- _ _ I►ANY QS Nt GLOM MATERIAL iYKXGO9I!G SOL� NW TER -,OSED PAINT$ WhILIF R= PANT DEED REGARDED YIILY 01� i9<J8 AS DOCUMENT ND. 1998-W7596 lF �R. JIVE At • ; MIRACiVR SHALL OIRTAIN AN fikCROAaAAALT FaU MN AE t=&T LDIrl3>V7A 4 W AMY ARAYEN ASPHAL T AND CgVCRE NOOO AND CLEARED W6ETA110N CAN BE RECYCLED. LUMAW IOM EXISDNG CITY BIGH75 -T FAY. *0N- RECYTxABLf MAIERULS MUST BE TAKEN TO AN APPROPRIATE LANORLL OR DISPOSED OF AS HAZARDOUS WASTE. FOR WFORMABOV ON DISPOSAL IF HAZARDOUS MATERIAL, CALL ITIf 10) /f DlS1RICT REQUIRES NAT COMPACiIOW iESiS TIE TAIKEN MHERE WRIER LINES ARE WSTACLED WiThl HAZARDOUS WASTE HOTLINE lat fREE AT (B00) 714 -1195 FOR LSFARMA ION AN UN&ILS , 'XISiRNG COUNTY RIGHTS -OF -WAY, CITY OF ENCINITAS RIGHTS- OF-WAY OR PRIVATE EAS£MENTx AND X 00 i0 ORDER NIPSTERS CALL EDCO AT (M) 436 -#51. SUL ]S APPROVED BY THE CITY OF ENONITAS BEFORE K MN RER LODES ARE ACCEDED AND A COPY SENT f k = " TNf PW ilf6WZ M9CU XZCT aWZ POLLHT#M YW1 ffE AEPT EYF VPWV SWAGES It" MW ONES AW AffL'KYIIC iEIFPIAL7ES ARa w w Sm 01) PRIOR TO AWARDING HAIR LINE CAVIRACT, ONNER SHALL AOMSE PROSPECiW CQNIRACIfA4S TO « rs 4&M AW W" I NAT R AGEtF S' STAYQARDS C�liMIT77EE jW�J 1PECYfIL PONS PORTABLE TDYLE75INASrBEW 6000 MCIRKING ORDER AND aIELYKED fRfQIFIVTLYFOR LEAKS CONTRACTOR 91ALL PiROMDE SECONDARY CONTAINMENT AND LOCA if PORTABLE TOILETS AWAY " 12 NE CONTRACTOR SHALL NOTIFY WE TNSTRIC MLISPECTXAN DEPARTMENT 48 N WS AV ADVANCE OF f" STTAOMDRAW INLETS LW P£RW US SWACES VG MORK 10 ARRANGE FAR WSPECIAV OF PROECT. Bm" 9m 2r fm AM Aw TV M7 ff me t71 AREAS kW LT MCTED 10 RZ AV 10 Wr NSMILADId4 ,SiORYDRAMI. CONTRACTOR MUST ROUTINELY "a( AW L� iP MATERAL /HAT LlFAT' AiT�E 9AWLED AMWYO" IIGW MWAON SiE V 11PPADt>1TL >jF C'NS RAYY ffr SRIY 91ETT111D A7i1ER fi511CCT ECC3 fl�f tx4I51TlUTE A AfPRE31iNTAffO11 :: i TO THE ACCURACY O` THE LOCAiiCNV OF, CiR THE EXISTENCE QR AW- f•YtSTFAICF 0 AVY WER=W 411" PfPf IN SRUCW EM BE LNZ LT ItILS PBD,£CL 15 L E XiSTW FACILITIES W#ai MAY EFFECT FWA pp E� y�+E CROSSING (py PARALLELIK OR RbPDSED CONNECRON SHALL BE RED IfRIRED. ALL EXISTNG PROPOSED URI7 CROSSINGS WTHIN 10 T :FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS ELECTRICAL AND SEDER TO N'IE UNDERSIGNED ENGINEER AGREES THAT PIE MORK PERFORMED BY iiIE OYGYNEER SHALL CTIOSS L4110ER XCER MAINS iWL£SS LJa AVIZV AFALN SIAM SY SAN LiEalTO NAT R OISTRIC'T. COUppLY NN THE GENERALLY ACCEPTED STANDARDS AND PRACiCES OF PIE ENaNEERS 1 GONOYECTXWS TO L101OIiERpAL QfV£LOPWWTS SHALL NA If AN APPROiED BACIKfZOW DEl� TRADE LW PROFESSION. NE ENGINEER FURTHER AGREES NAT NE NORK PERFORMED TO NE DlS1RICTS SAiiSFAC110N AND CURRENT WATER ACENgfS' STANDARDS CUIIMITiEf (WASC KLREIN SHALL BE IN ACCORDANCE MIN N£ RULES AND RfpILAiIANS REQUIRED BY ME S 3 TANDARDS $ACKfLOW D£MC£S ARE TO TIE INSTALLED DIRfC]LY OUTSIDE CITY GVi COUNTYRIGHT -f WA AR CITY OF DONTTAS THE LIMED? AGREES THAT ANY PLANOHECK 6R RfMEW PERFORMED V OUTSIDE WATER DISTRICT EASEMENT REPAIR, MAINTENANCE AND ANNUAL IESPNG OF WflOW DEICE ARE OY NE CITY OF ENCYNIMS IN ITS CAPACITY AS A PUBLIC ENRTY FOR NE PUNS IIEW WSIfifliTY OF of" BY THE ENGINEER /S NOT A DEiONNAAAN BY NE CITY OF EAI MTAS OF If y z ' ON SUFRCYENCY OR ADEQUACY OF THE PLANS CK' AE96 N, AND IT THEREFORE s N #1NIANAII 1 XlRfzom IEAAi mif Or N OUT Am= Knm METE A9iWwn AID SAY AEA7 GIs POES NOT RELIEVE THE ENGINEER OF RE9 -WILITY FOR 1NE PUNS OR DESIGN OF RFrTRlr MY N - IMPROVEMENTS BASED PRON. THE ENGINEER AGREES 10 INDEMNIFY AND HOLD 9 HARMLESS NE CITY OF ENCINITAS AND ITS LY7KERS AC£N15 AND EMPLOYEES fTRLGI 9 `' ► U (IB) bAUTRES TO MAINTAIN W" S-FOOT SEPARAFKAV #0 PARALLELING WATER SERMCES PROPERTY DAMAGE OR BODILY AVARY ARISING SOLE Y FROM NE NEGYIGENT ACTS RORS OI4 OMISS ONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES Ac7m G7k91RACTCiR DE6fCtAtER ARf 1f >a i�COCA]E ATrP fXIS]1NG WATER FA(1IT1Y (FINE THIN COURSE AND SCCPE OF SUCH ACL�ifCYAMD BRONOT AND ARISING 6§IF49F N)DRAIPT, METERS VAL WE VAL If I#7XE$ ETC) J HAT ARE EFFECAD BY WNR PROECI AM AERFO EO BY W EMQWFFk � fE f MTRACI'CIP FO 9fPPLY MINNTA11ON 9MO W THAT ANC' AWSMS HATER PPES fMmon MW L Ttit liP0UN0 MERE ZWOSED X AN A MAINE& AC lFLWLE M BE SAN DIEGO CZAllY LYA.SIE CONSIGN( Sam DmNEERING 1VC � 1034 SECOND STREET 1 JiSE PHE fCLLOWNG YARIQUS Cq/BINATONS OF PLAIN END PIPE NGTHS WTH iNlYl DEfLECDLW NnN17s - - - PLINGS AND WITG'RAL BELL END PIPE FAR CURVED ALIGNMENTS IN R HORIZONTAL AND ifRDCAL - -- -- - TASy CA 42024 - BIRECiKAVS DO NOT BEND PIPE BETWEEN COUPLINGS SAW CUT INTEGRAL BELL END OF STANDARD PIPE PUBLIC WORKS DEPARTMEN ENCINITAS FIRE DEPARTMENT (760) 4M-MO BEVEL END MR USE WTH DEFLECTION COUPLINGS CIS£ 9.54OOT PLAIN EW PIPE LENGTHS N7H DEFELC - - — - -- COUPLINGS FAR ALL RADII BETWEEN 140 FEET TO 270 FEET. USE 19 -FOOT PIPE LENGTHS WTH DE}ELCIAY - - COUPLINGS FAR ALL RADII BETWEEN 170 f£ET TO 560 FEEL -USE AND INTEGRAL BELL END PIPE LENGTH - - - � � - -- �ICINI ! 1 V AP _ - � -._ - -_ ___.__ —�y -._ _...__ -._ _.. _.___ - - - - -- _ g o .... „'. V EAL TOGETHER WWEEN NTH A 19 -FOOT RUIN END PiPE LENGTH TO FARM A G USE I LAMENT COUPLINGS ATE m ” � C7 CYN EACH END OF TRH£ (,HOBO AND CONINUE THIS L'OMBiNAION THROUGH THE 1)Hf CUR WD ALIGNMENT FLIP ALL ii j��� �j� �p 1RAD11 BET 560 FEET IV 1,150 fEET. PiPE LENGTHS SHORTER THAN 9 FEET MILL AGT BE LSD LIHESS 7 I J i> �` �f yam" - �' �o " cc ITEOFHCALLYAUN WZfD Af&YAOEO�'iiPICTSfLAkYNTANW. GNANRE D7E SIGNALIURE - -- -- OAiE - w pR REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SAN DIEGUITO WATER DISTRICT a-gm `'""BY BY - — APP CITY OF NCINIT S ENGINEERING DEPARTMENT DRAWING N0. C7 J0 0 W � fiPtROYAL EXPIRES Z YEARS FROM PATE S /4NEe p p p R ySIgH �L R� ROW34MT PLAN FOR : o __, _ , _ 401ZONTA� : NONE � " A/li/YL /AM &7AW uirilL a LINl/NITAS CONTROL SIPHON E OF N 2 SASS DISIK STAMPED 5 mLr LOCATED RARNOUT OW THE EAST SLIDE A' N AU4LiTLBOUND HlGEHN'AY 101. RS ONLES NORTH iERTlCiti : mw / QAIE : f / fiYiA� M-1 � W �� `' * `� •' OF ffSRRFOELD AND 10' §EST OF THE AMTH EAID OF 9JARD ROLL 464M EEIMTAAN.• Ai6i1' • i // -/�2 q$ R GL NO.: 44173 �• � J, 06 -1�6 DR&UP � - Li6WAT ff RATE NN ENGINEER L F #W EMF IE : , " ' ,M SHEET I OF 2 4- fNpNEER O� MgRK rN x , i! }1 F< '� .. WA OF CURB g og La g I � • 76 -w rim EM W -.75 C ;�4� 11�2 fix 75 It r cm mp � S 5 S � Li 80 `� K1� r !F g' 12Z . R NfW CURB �� - i - - - �' -- RldH i T Mim Of CURB _ > �. >� W ! $r�r a>,�e v -- - - -- z MAR /Z : 1 20 I _ - 1 170 Q 1 +00 2 +00 3+00 4+00 AM 260 Lo Q s +� CO §:@ lid, M UWWS P COV 9M W SfRIfY 4.64 * 9 s s� Pq sr IlEMWN OF MSRNG LANOERMMA1 RKA4 START OF COVSW71 N. THE ENpNaW OF MW SMALL F 49 j ° f. PA ` G ♦ : o . ' ° CONCRETE SIDEWALK I a. df N01M OF ANY A'SMANC1ES 07H HS PLAN. '9A 2r,7 �Fs ' ° ( ICRETJ VN� -` l 6 $� 0 H 9 .° -t B 9 9 N a r N B6' 98 ,X 8L34 s •sh ,� CJ y cHgyF v Obi WAS r t 59 00 f; ----- �---�� -- - 12 BIRMINGHAM 0Rli1E �-- ---- -- c y f�FSj�� OPRO y, M. 169 os�ti fZ,, >e r. � •p $ /F R TIE GU • 00 +V s q ° ,�,�,��-.--• (7 , °Ar8 Y e . B >A 11i1 A k: / F n r M. BEARING G]H .REMARKS j� : \\� ; /, /(, e e 84.74 - 1 AM 33'14 4' ' " 1350-D • STORY DRAIN \ t FStOSS. :. �' /� (� Pt f �, FYi am R MM DATA Ti E , .Cf� MIT PER SDRSDa\ \ CN :.' TTER PER . - ( B S, x iF , pR 9 C ClRff RADIUS -AELTA A VWGTH >K �r6 0-2, f 1619'���� \ >9 >a 99RSD fr t t0 j 7M W A G 30 �kp/pG Cf OO' 3143'39' 51.45' "'� v q 16 1 c � �T � • //� 'ep _ # �TC x H�SIN�� GRAZE .00' 223043' 64.32' �¢ l ( yqc a A9? MUICD RT -1 _ _ _ _ _ 00.00' 5110'00' .18' UK - l c ��Cq/l R C7 76°43 AffRY ' :. ( 4 4 _ 71',71' ¢ ` .. 1 6q /y o � �' +P < - I fG A!-�PLI JbPSD G�2I F /� Qf P" DRAW q AP R p / 1'8� \ : I� rr- \ l /i. 4 n PER SAPSD t LY7 5A81 r 442 q4 �c gaq/Fp ql . > �1 7o- ' . • , ! Bo &F APy Qsj 41 o� ; a�.. �� . p/ OEROLISH EXISRNG �✓ I: aa A I- i UNE BFi1 RMVG LENGTH P fC 14 (S Y - s• k., _. ' - r FCC SIDEWALK, G1 m °' f, }1C? PR IWT fX/S11AG ;3' ) S R >¢ >SiTJl� • : r g 1. 4� a�_ WE AC PAWMWrNRjV G7.� STAN LWAW I 8 w w w ; �. w i� "'- �q�Xi D 0 SI^GFf ;r,; a �\ y GCYVSNUCT NEW 50' IM0E PCC 9gEWA1X PER 50M G -7 ?+OO 74 +9 - ` s .�.' :. �f Z' ✓��. i 1F- /�/ a 5' 81.19 f +92.30 END SA7EA71IR E1NSflNG PCC #on% 42� ? PCZ E1' ,, '�'�' •sy. - t S �i� °I"B� p� 4Q11X C,IX 4fRT ART It(;/ Ea1S11NG TE L EAISANG B Nl� JIALN OT'iRQ' _ �s y _ , x r , y am p.7 . 9 r a T, M iYY14 fAIL 1 ETNSAMG f 910T M>1MANIM TD IHE C47MAMTY OF >JS� STRIPINGjM$A1rF 'J .. ..lI - r _ .. - din�JI8f8 t A O : f: r .. ! 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AAMAI L><tElt NULLa1 ettlt NCIIRE AY Z o os �� 1 � � �� I I , + / I # � IASLItSFAfAGMItI�lYIYFA FA w REVISIONS PROVED DATE REFERENCES DAIS BENCH MARK SCALE °Y °r Q1 APPROVALS QTY F ENGINEERING DEPAR DRAWING N0. z Q VLS �MaMantrMOTAt : C•N PILWS PAEPARfO LNIDE1t SIAgERIRgQMI OF - _D P p ROy£ p IMPROVEMENT PUN FOR : a _ENDE QMTAS COMM STAMP BC-U Y BRASS 0/51f STAWM SC-41 LOCATED * W : 2 Id NV TURNOUT ON THE EAST SDE OF NORRIBM W6G AY 101 A5 M2fS AMH OER71CAL : f -4 � - . � BIRMINGHAM DRI VE AND NEWCASIIE AVENUE � Q QMES1fRRE D AND 10' NEST OF AI£ NORM EIS OF 61M RAIL MAWM MA71ON 73612 1MVCENT L SAMPO AGE *a t >tt1l♦L_ BY; �/' � � iY : — � -� �� � ENGINEER OF OURK E3fP s170J� DAZE : 7 -.► i n DATE : 2,L SHEET 2 OF R Vt