HomeMy WebLinkAboutBook 15 Page 726 Lot 5-8 Street Improvement GENERAL NO TES: - 0205
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PL A N
PA 05
O VEIIIIEN
WORK AREA TRAET
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1. TJ/E CONTRACTOR SHsILL BE RESPONS/BLE FOR Th�E CLEAR/NG OF T1'✓E PROPOSED S
AND RELOC,ATI'ON COSTS OF ALL EX/STING !/TIVTlES P£RM/TTEE MUST INFORM TIDE C/TY OF
CONSTRUCAON SCHEDULE Ar PHON£Sr �(951)HOURS PRIOR
� BEGINNING OF CONSTRUCTION. � AND 8 IN BL OClio'l 2� OF THE— TO�lVS/T
z OTS 5, 6,
2. THE DEYEZOPER W/LL INSTALL STREET Ns1ME SIGNS CONFORM/NO TO THE C/TY OF TEMECULA'S
STANLtgRO NOS. 40.E 4a15. TEIVECUZA IN T11E C17Y OF TEIVECUZA
.� ALL WORK Sl�fs�LL CONFORM 917H 7tlE REQUIREMENTS OF THE C/TY OF TFMECUUI PUBLIC �
WORKS DEPARTMENT/MPROIiE,i/ENT STANL3�IROS AND SPEC/FIC,A710NS, QATED OCTOBER �CNO
>998, AND SUBSEQUENT AMENOMEN75
4. /T SfIALL B£ TN£RESPONS/B/VTY OF Tf�E CONTRACTOR TO NOTIFY Tf�E ENGINEER, TO INSTALL
STREET CENTERVNE MONUMENTS AS REQU/RED BY RIVERSIDE COUMY ORDINANCE NO. 461 8 71
('TRACTS AND PARCEL AMPS ONLY).
5. /T Sl�ILL BE T1/E RESPONS/B/UlY OF T!/E DEVELOPER OR COMR4CTOR TO APPLY TO TI�/E C/TY
OF TEMECULA DEPART�i/ENT OF NEDV ROADS AND FOR VC WORKS foR AN �WORK il�I�N OFFERS OF ACHUENr PERUIr FOR ALL CONTRACTOR NOirLCSWORK ON E.Y/STING C/lY MANTA/ �
DEDICATION FOR PUB VC USE. ��'ll �/p�{/-ppP,(//TG�'REQI�!/RElTFO��GI'.VVII�fCTGYP�-P�RfOR(ON fUVf� E�Jit7� JYJf�
6 ALL UNDERGROUND FAC/VTIES, W/TJ'�� LATERALS, SHALL BE/N PLACE PR/OR TO PAYING TF/E STREET 7f1ESE PGWS. If,�E PDPM/T GW BE OBTAINED AT Tf/E C/IY OF IEUECULA H'/&/C fWJRKS OEPARIA/ENT, �t3G10
SECTION INCLUDING, BUT NOT LIMITED TO, TiIE FOLLOW/NG.• SEWER, WATER, EL£ClF/C, Gr1S, BUS]NESS PARK�RN. IEf/ECULa GVJFGWiVlA. A PERMIT lf7LL 6�/S�1'/ED ONLY TO lf/E GLWIRACTOR N�/0 /S TO — mammal
DRAINAGE. /�ERfORA/ lf/£NfNTK. Tf1£COMRACTOR.SJ�IALL GYI�F NOACE TO If1E GYIY OF TEI/£CUlA f�Y/BL/C li�1RKS SENdI.W
/MSpECTAR AT LAST�8 HOU/PS PRIOR TO GYJA/MENC/NG mmoo
IigRK. ANY NbRK ObNE li�lf/QUT H4l7PDP/NSPEClIOrV —'— — — `-+ "- � -0' v-�-�-�-�-- .
7. CURB DEPRESSIONS AND OR/{i£W.4Y APPROACHES WILL BE INSTALLED AND CONSTRUC7F0 ' . ' �� N4428 56 pE +
ACCORDING TO STANDARD NO. 207 AND/OR NO. 207�L AS DIRECTED /N Tl�E fIELO. IYIYL BE SUQ/£CT TO R£✓ECAGW. P//GlNE(951) 69�f-6f11. LLEY ..- -.- � Ilk'
•..-., ���4 '-."
8. /T Sl�tLL BE TJYE RESPONS/B/UTY OF Tf�1E DEVELOPER OR CO/YfRACTOR TO APPLY TO C,AL/FORNlA ? �J,rE�,yJ�gC�,�q(� gE hys/�f�P 7f1E LOI�A71�iV AND PIS'I�lECTidiV OFALL UI/L/71ES ft�P � _
DEPART�i/ENT OF TRANSPORTATJON (C&T&WS) FOR AN ENCRQ4CHMENT PERM/T FOR ALL WORK LgGqpq�y OF UNaO�^,�pf/ND U1/V1/E,S; GYP fA?EMEIP�;OYCY.45�YSTANCE CALLr
PERFORMED iY/TN/N TI�/E STATE R/GHT-OF-lJ:4Y.
9. ALL STREET SECTIONS ARE TENTATA/E: ADDITIONAL SOILS TE575 SffALL BE TAKEN AFTER ROUGH ,SbY/lf1ERN CA[/ft7/PNlA ED/Si9N CD. (.951) 928-8272
GRAD/NG TO DETERMINE Th�E F.XsICT STREET SECTION RE4U/REMENTS. USE STANDARD NO. s�&y��pjp�y1q �� �,g5�� ,�n,� "'� '� 401N17YAIAP
401 /F EXPANSIVE SOILS ARE ENCOUNI�'RED. �y� �pgyQyyE (,951) 919-9�f6iS
S/ON FOG SEAL SHALL B£APPVED NOT LESS TJSG4N FOURTEEN (14) QAYS RANCHO GIL/FGIPNW lYA7F/P DYSTJP/CT (,�31� 9?8-B?7210. ASPHALTI'C £MUL ( JI � THOMs1S BR S 2004
FOLLOW/NG PLACEMENT OF THE ASPHALT SURFACING AND SHALL BE APPLIED AT A RAT£ OF ��E J,,�yp�y (,951) f66-�f?70
O.alS GALLON PER S0UsIRE YARD. ASPhfALAC EMULSION SHALL CONFORM TO SECTI'OMS ,�7, �y MUNICIPAL IKA7DP DYSIR/CT (951) .925-767639 AND 94 OF Tf1E STATE STANLJ�IRD SPEC/F!'CATIONS. _ I Y � PAGE 958 H-7
UNbEWR6f/ND S�EYICE'ALERT 1-800-422 f>,3(3
1>. PR/ME G'Q4T REoU/RED PR/OR TO PAt9NG ALL GRADE/N EXCESS OF TEN PERCENT. /
E iNAc�a�ravc�� ��a�a►cs, WE
s�avc� .saEc��rc4nares Fc�avMrc LEGEND
12. INSTALL STREET TREES /N ACCORQANCE H�/T1�! R/�ERS/DE COUNTY ORDINANCE NO. 460.53. J. � ARK'SQL BE O�iY
NfaRKS COINS7RUCAOA; STAIF OF GL/FORNW AFJ°ARTd/ENT A�A�iVKSi�!?lA/O�V STANLZ4RD PLANS, lf/E GYIY AF
l3. STREET LIGHTS SffALL BE INSTALLED /N ACCORQ�WCE {f7TH Th�E APPROVED STREET UC/fT/Nrs 7FA/ELY/LA SIANLi�f7D �RAIHNG� AND If/E PhL�I/ECT SPEGYf1CATi�1'Y� r�
� � •.;. �, �i� �_ (590.0� E.Y/STJNG ELEVATION
PLAN. � �
�f ACE STRUCTURAL SECAON A�Ih�E SlREEfS S�LILL BE DESIGNED/N ACCbR�fNCE Hylf! Tf/E SOILS RD�LYPT. � � �i� �i ;i � i� ��7,�f����1��{O�ff�i 590.0 PROPOSED F/N/SH SURFACE ELEiiATlON
/4. AS DETERMINED BY TJ�/E C/TY ENGINEER, THE DEVELOPER /S RESPONSIBLE AS A MINIMUM STRUCTURAL S1�ClN�NS D1E�'GN TD BE APPRnVFD BY Tf/£!,Y/Y E1{�G/NEFR PR/U? Trl GLYV(S'7RUCAGW. I j� PA0�590.D PROPaISEU PAD ELEI�A71'ON
R F�TCL10 /MROIiENENTS TO CENTERVNE AND MAY BE REQUIRED TO RECONSTRUCT EX/SANG I ���� "� � ° !� � �� e ��J � ��4� ±
FO
PA{�EMENTS INCLUDING BASE, AND dfi4TCH/NG O�E'RLAY REQUIRED TO MEET Tf1E STRUCTURAL � _ �� �� � �� ;� � - ''� F.F.�590.00 PROPOSED F!N/SH FLOOR ELEYATI'ON
TOP OF CURB
STANLdAROS FOR IF/E CURRENT ASSIGNED TRAFFIC INDEX. 5. TH£G�ANTRACTUR,Sl�kLL NOAfY 7NE ENGINEER �'All /NG1�KA'S7FJUGYES BEIIYFEV If1£SE PLANS AND f/EI0 � � � � � ! T.C.
>5. ONLY LANDISC,�IP/NG CONS/STING OF GRASS
AND PARKWAY TREES MAY BE INSTALLED W/TN/N �N�m�s�� � 6WS��� F,S. FIN/SHED SURFACE
ET5 WITHOUT SEPARATE LANDSCAPE PLANS ALL 07JYER ��� � 9G����v�1��c�1��II2�; __;��,� �j
PAR!(WAYS ON LaG'AL R£S/DENTlAL SIRE ,�y� g�c�yjpp�QJ �-pyq�OR gp�/q�ys' Tp gE',!(qDE PRIOR Tt7/NSTi4llAlII0Y1! NO r F.L. FCON� LINE
TYPES OF LsWOSC,AP/NG /N THESE AREAS, AND ALL LANGtSC,AP/NC ON ALL OTf�1ER STREEI;S S/�fALL B. lf/E C/7f'ENGYNED7 ,, i i i� F1N/SHED GRADE
r- � ii ii � � F.
u sr TOP OF GRATE
RE�U/RE SEPAR4TF IANGtSC,APE PLANS. ALL LANGtSC,AP/NG ENCRO4CHMENTS Sff�LL CONFORM OEf?AT/aV fR�1A/ It/ESE PLANS/S P£RA//IFD N71j/OYIT AH°Ri9Yi4L �It/E C/n'OYGYNEER.
TO R/1/ERS/0£ COUNTY 'STANQAROS RELATING Tt� THE AOM/N/STR.4TION OF[ANOSC✓�PE �j � �I � i� �� I //�/�/, INVERT OF PIPE
if
£NCRQ�iCHMENTS QATFD fANClARY 1989. 7. If/E CDMXACJt7R AGREL�S THAT HE,/SNE SIfALL ASSUA/E Si�L£AND CAI/PLE/F'RESf�KS/6�IV1Y FOR 1f1E✓419 ��li � � h
S✓IF CDNGYTifONS af/R/MG If/E Gi�lAPSE OF Gi0NS1RUCT�N Of lf,�i(S'PRIGI/ECT, /NCLUD/MG,£�4fFJY OF ALL PERSONS' � ° '� I � � EXISTING
16. PURSUANT TO Th�E C/TY OF TEMECULA ORDINANCE NO. 90-f2, TJr�E DEYFLOPER SHALL INSTALL � � '����u '� �� u
ALL REQUIRED C,ABL£ N FAC/L1T1ES. AND PRIOPERIY. Ih��(S'REQU/REX/ENT SffgLl APPLY COMINGfO(/SLYAND NOT BE UA/%/FO TO A�ORA41L NbiPK/NG � GB GRADE BREAK
HOURS. 7f1E G�/RACfiRS,�L DO�ENO /ND�/N/FY AND h�LO 7N£OIYNER Al OYgNEER flARMLE�S f�A/ � �--- � --.-.J CUR8 FA
CANT H4q/ECT <., .. ��y . � CF FlN/SHEDCFLOOR
17. APPROVAL OF Tf1ESE PLANS BY THE C/lY OR /75 AGENTS DOES NOT RELIEVE Tf/E APPV ,yyyq�yp q� ugg/�/�y, REAL OR Al1E� /N GLWEC1KYV IK/f/ 71'/E PE�'�i7�I�NCE OF N�f'K/N It1/S
AND HIS ENGINEER FROM TJ'!E RESPbNS/B/L/7Y FOR T1�lE CO RREC7/ON OF ERRORS OR OMISSIONS an Pm ���y�y��,y�E SGYE NEGUGENG'E OF Tf1E OIM�ER GYP If/£ENANEEJP. � _. _ — � '- "' F
DISCOVERED DURING CONSTRUCAON. UPON REDDEST, 71'!E APPRI�PRlATE PLAN REY/S/ONS 0 I — --- ' _ _ _ �'�'" _� _ _ EP EDGE OF PA{�EMENT
— J,
SffALL B£PROMPTLY SUBM/TTFD TD Th�E C/7Y ENGINEER FOR REVIEW AND APPROVAL. � T17P OF GRA{/EL P/T
8. /A/P�JRTiWT NOACE .SECTION �f2>B/42J7�171£di�i�DPN�1/ENT CORE REQUIRES 1XAT A D/G ALERT ' —�✓ � `"'" —�.„� FIN/SHED SURFACE IS
/N PERCENT
/DEN71fi�'i47N�iV NUMBDP BE'/,S�S!/ED BEfA'PE A ?'ER!!?TO EXCA�AIF'N9LL BE YAL/D. FOR YOUR GYC ALE/Pl/.Gt -" _`" � — — -- — �. _ . .... _ . . S�0.0052 SLOPE OF PIPE
PA WING NOTES. NUMBEiP, CrV.L UN ND SE11V10E ALE/PT AT 1-BAD-f?2-f>,� �
od �/""'• l001.01-..�_/ EX/SANG SURFACE CONTOUR
9. 1f1E EXISTENCE AND LGtCAAGW A�ALL UNGlE�iFo(/ND S1R!/CTURfS AS SHOIYN ON If/ESE PlAAtS N2�1PE � - �— - (/00/.0/) EX/SANG ELEYAAON
>. A//N/�/UA/PARK/NG LOT A?ADIE'SffAIL �'QrYE A0) PERCENT. p�TA/NED BY A SEARICN�'lt/E A�i4/lABLf RECOltQS. 1?� If1E BEST OF GY/R KNON MERE ARE NO N442927"E fOURTH STREET o � £P EDGE OF PA{iEMENT
2. A//N/A/UM GRf10E FAR R/B6bN DRAINS,S�fgLL BE 0.50 PEi4�'ENT. EXS,(S7/NG fAGYV1IE� EXCEPT AS,Sf/OIfN. 111E GLW7RACTl.I?/S REt�U/RED lt7 TAKE OUE PR£G4UIIGNG4RY �
J. AN APPlh7i�FD ,SLNL SIfR/VZER,SMALL B£GlSED ON ALL ,5Y/6�^+Pi4AE SUld�ACES'PR/GIR TO PLACEA/ENT OFPANNC. EXIT. C&rs 1 R/W R/6HT-OF-WAY
�S ASPfWLAC E�/ULS/ON(fW SEALf SffgLL BE APPLIED NOT LE53' Tff�W FOU/PTfEN(14) Q4YS frXLOlYINC PLACE�i//EM'Gt�'Tf/E A/FASURES TD PhbTECT ALL SUQS7RUC7URE5 fY1�1E1l�ER OR NOT SHOlYN ON Tf/E5E PLANS IJ/E CANIRACT(.YP EXIT. EP� _- ,� _J_ ____ .� �
ASPHALT S!/I�ACWG AND SHALL BEAH°UED AT A RATF�O.Gt'l G�4LL�YS PL�JP S4�GG4RE YARD, ASPfL4LT E►/ULS/ON SHALL CANFORA/ Sfl4LL AGlff£EXPL�A7t7RY EXGIYr171AMS AND LG�Cr4TE EX3XSTJNG UNDEIPb^l�JUND FAC/VI/ES SUFf7GYOVILYAHEAO _ _ _ EG ESE OF GUT/ER
TO SECTIONS J7, ,3f9 AND 9� OF IflE STAIF STANQ4RD SP£C/flCAAGYKS. A�CDVKSIXG(CAAN T17 PERA//T REf�S/OAtS'OF Tf/E5'E PLANS WJYOV NECESSgRY. Tf/E£XPL�iKS£01�REPAIR G? �- — —„
5. IJYE SU6�7/YIUOP 0/P GY�YV7RAC7GyP SfGILL APPLY It7 771E GYIY�lEf/ECULA OIEPARTA/ENT OF P�f/BUC Nf�PKS FOR AN REA�ACEA/OVT Gl�',�4/D SU6t57RUCTURES SfkLL BE 61�PN£BY TllE GYJMRAC7t�iPS. -ml _ _ _ _ _ � SD STORM ORA/N
ENCR�4CH,!/ENT PERMIT Ft7R ALL /f'�lRK fiylt//N C/lY R/Gi�/T-AF WAY. — R�' — — "--' '�' — --�� — — -- — — �— — Ep _ EDGE OF PAVEMENT
6. T!/REE/�l5PECAOiKS ARE REQIU/RED BY lf/E G�PARTA/ENT AF PU�C IIbRKS, ONE/N.SPECAOYV AT SU6^�i'ADE CGN/PYETdON, AT f0. ALL UNDEf�^R!a(/ND UTILITIES TO BE COMSTJP(/ClFO WITHIN TJ'/E STREET R�Gh�T-G!F hIG4Y SHALL BE"INSTALLED, �
BATS£G/�AUE COA/PLEIIGW AND DIUR/NG PrACEI/ENT OF ASPf�4LT. rep c�,s�ctA�
CI�R,S/fALL BE h�MS�gLE'f�1R Tf/E GY£Nr'/NrG AF Tf1E PR�.PGtSED NARK ARF� AND RE[GQAnAN AND GIST� G�/NECIID ANO IES�D f'IPAOR TO CONS7RUClIf�iV OF CONCRETE CU/PB C/�tSS GUTTER, OR ASPlfALT SLOPE
7. IJ'�E CONTRA
ALL EX/SANG UI/L/T/ES TH£A7Y.57lALL BE/NFGyPA/ED f8 HOURS PRyA? TO BEGINNING Gl�'CANS7RUCAGW AT(,951) 69f-6�f!!. CDMCRE/F PAl�A/ENT.CREIF PAf2�X/ENT ��—
� A COA/PACAGW REFl�1'PT BYA SA'LS ENGINEER SffA[L CE/PAFY 5ts PElrCENT CGN/PACIIAN A�'BASE A4/GYP TO CALL FOR.SEGYWD � PERCENT OF GRADE
/N,SPECAAN AND A PUCEA/ENT A�'ASJ�fG4LT PA�IN� 11. ALL BACKf/LL /N TRENCHES Sf41LL BE G�?A/PAC7FU/N AGL'�RQ�4MCE/f7Tf/ IJ/E l.YIY OF 1FX/ECUU STiWQ�GPD �-
9. COA/PACAAN TEST G�tSOP141AA1/Ar SUbb^rPAG1E A?B�R6ICX Q24G1E,S��kLL BE CAGl�LYNATED BY Tf/E CGN/TRACTGYP 1f71117f/£ N0. �l07.
,SQ/LS ENGYNEER AND II,�E PR�1/ECT/NSPECTOYP, ALL G✓L40L�/NS�°ECAANS N7LL BE/N CGYWUNCAAN WIJI! GW PRECEDL�U BY
CDA/PACAOYV 1E57/NG.
>0. FINAL PAVE1/ENT STR(/C7URAL S�CAAN�J'GiV S�GILL BE SU61Al/TIED TO 7J'�E DYRECJ77J1T? OF P�/�1C ii�YPKS FGIR MPIPl9�i1L A /2. ALL f'1�Pl�PIY CDRNE/PS S�flALL BE'UNOtSTURBED BY Tf/E COMSIU/�ICAQYV AF/�/PIPI�(�/EMS OR SfWLL BE SHEET INL94X
A//N/�UUM Of IFN Li4YS PR/AR TD PlAG�A/ENT AF&ISL�,lL47c7PWL. Tl1E L�i'GN Sf41LL AOWERE Tt7 lf/E MEIF/l.YNXGiGY SET FORlf//N RE3F/AT 7f1E GLWIR4CTGWS E.YPOKSE
pYAP7FR 6A� A�'Tf1E C,ALIRANS H/CHhY�Y D1E�YGN A4WL(AL ANO UAUZE 7f1E 7T-�,��E,��� �£ �'!/ALOE TF3'7S SfWCL BE O�YNER/DEI/EL OPfR
CDNl1'UC7FD/N AG�LiRLWNCE N77f/G4L/FORNlA TEST N0. ,�OJ AND SflgLL BE P�PFO/PA/ED BYA REQS7F.JP£D I,yML ENGINEDP. Th'E �3 � ,�q��p SLOPES SfLILL BE lr1�fJNL1E0/MO EX�57/NG TE/PRA/N TO F�Pf/�A GYAVl�IURED IRM�lA'AAN SHEET L• IAIE.SJ�IEET,• l,L�iVEJPAL NOTES 20 O 20 40 60
NUd/BDP Al LGIG4AAN G1F IJYES�T£ST.S'Si�fA[L BE SU6i/ECT 1'D A/�Pld'JVi4L BY TH£DY�PE�'7t7R Gig'PUBLIC N�(S.. SHEET?.• FO�f/Rlh/STREET PLAN AND PlFlA�ILE
ASPfWLT G1�YGY�E7F SfWLL CONft�PA/ TU ALL PRbN.S�ONS OF SECAON 2Gt3-6 AF If/E CURRENT SIANLt4R0 SPfGYfIG'AAONS GlF fRYIA/CUT OR FILL TO NATURAL Gr4bY/ND ABUTTING CUT OR FILL SURFACE. /MR. JERRY BURKE
P�/BUC N�YPKS GbNS7RUCl10N. ASPffALT SUfL�ACE G19!/R,SE,Sfl�1LL 6�C?AR-� M/N/,1/U�t/ A�/GWNExS/S 2/NCHE.Sy AkX/A/U�!/
lf1/CKNExS/S.3'INCHES: ASPHALT GbNCREIF SECTIONS GREATDP THaV J INCHES SMALL GYWTA/N A BASE GY�URSE OF B AR-fAaD, �,� ��y�q y� qc,�qo�q� ,�qo�/N EXCEsS'OF f!{�F(5)FEFI/N {2�1PAG4L HEIGHT SX4CL BE P.O. BOX 1 8
A MIN/MUM lf1/CKNExS OF?INCHES. f/yDiP�--,SEEDED/N AGL^GlRILWCE Hylf/ 1f1E PRU/ECT�E'C/FIG4A�KS�!/NLESS SY/Pl�RS1�AED BY AN iWH�I�£D SCAZ E � �� -' J0 ! TE�IECULA, C,A 9759,3'
!?. lllt� SPl�ClAL /hISP�CAO/KS ARE R�lX//RED Fi'F�V DIEPARTA/fM G!�'BU/LDYNC AND ,S�4fF1Y PR/GYP TD AM'PAf�ING/N GY,�ED NW� SE � TFL: (95>� 304-06�
PAiPK/NG AREAS GYP PA71�(S OF TRA{22 ANO GWE/i4(SPfCTJ�iV AFIFiP ALL PANNC fl4S BEEN PLACED/N GKS�ED PARK/NC AREAS OR EhY�S/AN CfONTX�, lANQSGAP/NG, OR A//17CrI7rdiV PLAN). PRIOR TD/NSTALLAT/ON, ALL CUT Sly S�L4LL BE 60'
PAINS AK TRAf�EI. SGW/f/ED G!R RIPPED HGlR/ZGWI.4LLY TO A DfPlf/Of lflREF TU SIX/NAyE,� � FAX (708) .�22-53Q9
100 Zo• � »' 13' _ ENGINEER
�� �o � ARMSTRONG & BROOKS CONSULTING ENGINEERS
TO CO/VlRACTORS: EX GROUND ��� �g• �r A� 15,�0 CONSU�l1ER CIRCLE, UNIT �a�NOTICE2z /
PANG CORONA, C,A. 92880
711E EXIS7FNCEANO LGIGA7/AN OI�ANY UNGIE7PIGR�(/ND UllVI]'P/PES, G1aNDY//I'S, ai'S7RUClURES SlrfON'1V ON �... . . PH. (951) ,372-8400
7t1ES£PGWS NZIPE A9TA/NE77 BY A SFARr'H OF Af�A/LAM£RECGYPAS TO lf/E&Sl OF OY/IP KNOH7�; 7f/ERE
ARE NO EX/SAA�G UIIUI/ES EXCEPT 1fi�QSE'SHOfYN 6V 7JYESE PLANS. Tf/E GLWTRACTOR/S RE4Y//RED Tel TAKE (DJ ,
- . >''E"- FfLY (,951) �72-89�3'O
PREGIUlJY1NA/PY A/EASURfS TO P/Rol�'CT It1E Ul/VTY LINES SHOlYN GN 1f1E5£�AiNNGS. IfJE G1�NTalACTI�iP s
— HARDSCAREQTY. UNIT . �Ex AC
fUR7JYER AS:S'UMES'ALL LlA6�'UTY AND RE3fbNS/B/V1Y f17R 1NE UAVIY APES, GLWaU/ls OR SfJPUCIURES SNO1hV CONSTRUCT/ON NOTES � ARUH/TECT/APPL/CANT
OR NOT S�/ONlV AN Il/ESE fYAi1lS. COMXAC7LYT AG/P£ES TfIAT HE,57L4LL AS�'UNE SOLE AND G1�A/PL£lF S�,y�E - / SWALE
,S/B/V7Y FOR,/OdLS/!F CGWAr/lONS DY/R/MG Tf/E Gix/RSE OF Li�NSIRUC7NJN ON If/r(S PRrI/ECT, /NGYUGYMG 1 CONSTRUCT 3"AC OVER 6"AB 420 SF FL
,�q��7y OF AL pp�S'q�S pR plpYlpDPn;+ 7XgT Tf/,(s REIN(//REI/ENT,SnWLL APPLY GONT/NGd!/SLYAND NOT BE' /NT£RACT/�E OES/G'N CORPORAT/ON
[/�//TFD TO NOR,IlAL NniP/(/NC HGY/RS,• TJf�IT THE GLWIRACTOR SffAIL G1EfFN0, /NG�EX/N/fY, AND fdl0 lf/E C/IY, �2 ROCK TO BE RELOCATED. COORD/Nf17E W/Tl�! OWNER 1 EACH FOURTH STREET 199 S. C/I4C OR/{2; SUITE 10
lflE OlYNE/P, AND TJYE ENA'NEER flNPA/LESS fJ4�7M AM'AND ALL LlA�'UTY, REAL G1R A/1EG�A /N GbiYNEClJ�iV
y�/N lf/E pf/PFOld{lrWCE'q�'yt7/PK qN TJ,�,lS PfrL'1/£CT. THE Gi�V7R4CTGyP SfIALL CALL /N A LGICAAGW R£4Y/EST TO CONSTRUCT TYPE C ROLLED CURB �t GUTTER PER CITY OF TEiNECULA STD. DWG. NO. 102 96 LF N.T.S PALM SPRINGS, CA 9226
UNbEWR9fJNO S�'R19CE ALERT(04) PH. I-8A0-f?2-f>� 7fiYl (2) H�'K/NG Q4Y5 PR/Ol? TO�A'NG. NO O COLOR = SAN D/EGO BUFF CONTACT.• ,N/CHAEL McAUUFfE
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REp�///TE TEI//aARy GUN/TF',S�YALE$ EN1FR/NC OR LEANNG/�/A4nVE�/ENIS dr GUTTER TO Tf�E SA7/SFACTION OF AUTHORIZED INSPECTOR. BENCHiG1ARK
,5 INSTALL PEDESTRIAN LIGHT PER ARCH/TFCTURAL PLAN ANO OLD TOWN SPEC/F/C PLAN 2 EACH
6 CONSTRUCT f0' WIDE SIDEWALK PER CITY OF TEMECULA SIU. DWG. NO. 40> >.� SF ZEGAL OZSCR/PT/ON USCdt G.S,��/ 6� R/f2�RS/DE COUNTY�f' 600-7-698.
A STANOAl�D BRAS' D/SK STsGNPEO J 6�
OCONSTRUCT 3" UNDER S/DEWs�LK ORNN PER CITY OF TFMECULA STD. Df1�G. 303. THE OUTLET END OF » [F 7 AND 8 /N BLOCK 2> OF Tl�1E BASS OF BEAR/NG
ORA/N MUST BE FL!/SH W/FACE OF 7NE ROLLED CURB. LOTS 5, 6, /N TEMECUI� AT Th�E WESTERLY CORNER OF THE
8 CONSTRUCT TREE WELL PER ARCH. PLAN 2 EACH 70il�NS/TF OF TL�MECULA, /N 7NE C/TY OF TFMECULA, /NTFRSECAON OF FRONT STREET ANO �/N STREET;
COUNTY OF R/PE"RS/DE, STATE OF CAL/FORNl� AS N 442927"E, BEING TJYE CENTERLINE Of FOURTI�/ SET {�£RTI'C,ALLY/N THE NORTf/EAST CONCRETE KALL OF
9 REMOVE AND RELOGA7E EXISTING Al�ULBOX. COORD/NATF lylTH OWNER � �Cf/ PER MAP RECORDED /N BOOK 15, PAGE(S) 726, STJ?EEP AS SHOlYN BY MB >5/726 /N THE OFFICE TyE FOR�f1ERFlRST NAT/ONfIL BANK BUILDING (C1JRREN7ZY
OF AlAPS, /N THE OFFICE OF THE COUNTY OF TIDE RECORDER OF THE COUNTY OF SW D/EG'0, �E QANK RESTAURANT) >.5'NORTHEAST OF THE EAST
Undatlytound S8/Y%C!9 AIl9/"!f M/N 0.1' THICK VsIRlABLE Thy/CKNESS GR/ND dr OVERLAY s74 SF RECORDER OFSAID COUNTY STATE OF C,AUFORNl� CORNER OF THE DOOR COLUMN AT THE EAST CORNER
,378 SF ALL BEAR/NG.S AND DISTANCES ARE LOCAL AND OF 771E BUILDING, �,�'ABOIiE' TflE FIRST CONCRETE
RE y SA{f�CUTAND REMOVE EX/SANG PAVEMENT dr ROLLED AC CURB ANO GUTTERor10
G 20 PROTECT/N PLACE EXISTING /MPROVFMENTS UNLESS OTh�ER1yJS£NOTED ON PLAN / EACH
APN 6ROUN0 UNLESS OlJYERl�/S£SHOl�N. ENTRANCE STEP, AND ABOUT 2.5 ABOI�f' Ti/E STREET.
NOfo � 912-0,33 018, 019 DATE >970 ELEIiA7I0N 1005.651
TOPOGRAPHY
C(711** TOLL FREE
1�800 TOP06RAPHY f�S BEEN GENERATED BY FIELD
41?2lllllllllllllllllllllll�4 133 DATED FFBRUs1RY 2005 CORRElA SURIEY/NG, INC.
L 005-329C0
---------------- N. .........
TWn N1�RK/NC LdAYS �?7RE Yt�U DEG
DATE BY REVISIONS ACC'D DATE BENCH MARK SEAL: Oeslgned By Drown By Checked ByTA
Drawing No.
CONSTRUCTION RECORD SCALE Al �r � RECOMMENDED BY t-� LATE �22 C/Ty DF /I�ECULA DEPARTMENT OF PUBLIC WORKS
QROFESS/p�,
Contractor SEE SHEET N0.1 Horizontal g � y Plans Prepared Under Supervision Of
� � �' PIED BY oAr� 3 27� � �R ° � 911RIfE ZU/LD/NG—OLD AOKiN hEMECULA
z � ACCE
��•�� " � RONALD J. PARKS .'. �__;�:. STREET IMPRO f/EMENl PLA/V — FOURTH SrREET
Inspector Exp.9/3%6 DOtB � � /�1 DEPUTY DIRECTOR OF PUBLIC WORKS �6=`� �;r<>
DENN/S G. ARMSTRON
r ►�. ���' �;r; :$e�:�o PA 05-0205o LOTS 5-8, MB 1511726 sheet 1 of 2
Dote Completed
� 9/30/06
FOF�F° R.C.E. No. �'��g8 Expires R.C.E. No. �s�� Expires: