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HomeMy WebLinkAboutParcel Map 6708-1 Street Improvement Pechanga Parkway _ _ _ _ _ _ _ _ _ ' 79 �o PRQJECT 15 ��oP Lt,CATION o� � � � � �o� aQ,�. � �� �o� > c9.o . � `� 9�'�'� � o' '4� P£CyqN�A RD � � c��0 �ENERAL NQTES CITY OF TEMECULA `' ��`�' 0 0 1 . STANDARDS. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CURRENT = ED I T I ON OF THE C I TY'S I MPROVEMENT STANDARD DRAW I NGS FOR PUBL I C WORKS � ��ICINITY MAP AVENIDA DE PAISANO CONSTRUCTION (AND SUBSEQUENT AMENDMENTS) , THE CITY'S ENGINEERING AND CONSTRUCTION MANUAL, CITY CODES AND REQUIREMENTS. NOT TO SCALE 2. EMERGENCY TELEPHONE NUMBERS. (ANSWERING MACHINE IS NOT ACCEPTABLE): ' PMENT GROUP - - � BASHAR DANDASHI PECHANGA DEVELO 951 326 9108 _�_ _ �__:_. ;_,,_'______T_... i. � . ,,_. . :�..__�__ . �. , , _. _ - -- _ ._. _. _. _ _ ,_ :_ __ ; _._..___.� � � _ _H._�...,, �_w.,:._ v. .:�_,.��_..,. _. . - .-_ _.. _� ,�,. �, n , _ , _,_ , ___ ,. _ ._ ;; _ �__ _. _ ._ _.,_� � ___._ �._w � .,�,r_._ _� _ __.__ _v._._.____-_ ; _:= -,w.._,-- ,. ..,�.� ._ _,. ., :�:..-__. ,,...;__ _�.._. _.,�___� _, �._�.._�,n __-_.____,__�__..:._._.. .,._, ._, .._._ _ _.�,.:_ .�__,_._ _ _,� _:.__ -,:., . ,. _.... ,.. , , . w,�:� v � ___ �,. �.. _. _._,�_. ., �. ._ _ v,_ _ _:,__. __._. . --._ r:,_._-. _-_--__ ���_w ..__ -;_ _�_____-___,--_-_._�_�.-_:�__ ,_�.____,�--_..,___- ___��___.:�:_ ___.�_y=== _ __,..; . --,-. , >. �.- . -,: _ -_.______>_._.._ ____.- _..,--.__. _.._:___ _>__.; »__.., w___ �_..�___.._. . :�____�_.,__.___ _�--=---.__.____.__ ,:_:�__. _--_. ____.__,.- =--_---__ -. _ _ �_ �__ � , _ v � _ r _ LEGEND OF �YIMBQLS _ � _ _ _ _ _ __ _._ _ - � _ --- ---PECHANGA PARKINAY— . — � _ _____ _ _--___ _ ______ _ - � -r : ��_ ; „ COMPANY - _ : 0 0 TOR 24 HR PHO U 0 I BLE PERS N C NTRAC NE N MBER _� � � -_ : _�__,._.__._k_�_ , � r,T.__�_____ __ � w . - r �� � ti_ ._- .-w: _ _' _________ �___v------ RESP NS � . �-�- . � + � -�� �4 �-?�-+00 : _ �..:rv1��+t�- 1���4Q � _ + + zv _, + �_ _ :-_. r , � � ..-.---�� .,��.- :� � �--w _ =; � �, �, � : �� �_ - I T �_ _ ,- _ __ . � . . ; _ _. __ {;- EM SYIu�OL ,� _.. - _ . _ r: w . _ _ _ . ._ ____ ._ _ _ ___ . _ __u __W __ _ w_ _, ._ � � �. w_ �_ __ � - r_ � ___r__� _ _ _ _ � __ _ � . ��� �� �: , � _ _ ; � �� ,. � � � _ - _ �,. _ � , �� _�. ___._ � � � � � . � _. � EX I ST I NG CONT �� ��������" ��"��� ��� ��� � � � OUR ; �, _ _�. _�:__ < ��� ____ _ ; � � � �� � � �� �. ����� � __ _ __ --- �--�� � _ � - � _ ____.__ ____ _ �� � _ ��:�t ;. . �__� �.� �___ �: �r_. � �: _ w , �.�.�: �_ � �, � ,�, �� , � �- _ � � � _�__ �_ ___ �nr� _�__.m __ �w ��_ .� ��� ; �__ _.___�_ __ � . � .�.__�_____�r�__,�___�� �. .�. ��._____�,___ _ _ � � � 3. LICENSE�� �PERMIT REQUIREMENT. ; Y � _.� �_� _ - / v, ��� �.� . � _ : _ �._ _ � �� v. : __.,; � �..�_� �_._�._ �_�, _: � :.� ---�_._ .._ �� .�--.-,�.� �.._..,.. �.�� .,; __ _ : _. ;_ __- . _ � .. ��__ _r _ .�.__�.;.�_ �� _� �_..-.-,�, __ . � ,; �� � 7 _ _._ _ _ � __ _� �� ..,� _�,_� _ . �_. �_ � '� � __ _ .:n. � . _r� � _.�r. 302. � _ _ _ , __� � _,_ ,�----.- � �,.N �,�_ � �_ __m_�_._ _�_, _�__. �---.-- _ ,,.�-�-, _�,, _ ��_ .:�_ � _. _ - ,. , � EXISTING ELEVATION C ) � �.___ _� � �n .�,� ,, � . �,. �m _ _��� �.: ��_ ,� �� �_ .- - � .: � � _.. �-�.�.. �._ � --�- ,_ _--� � :�, � ; .� � �; � �-�. :� ,. �: �: __ �_ _ __ �.� �� ___������ w_�,...�-----_ ,__ � _ - , � ; � � r, � ; � � �._..�.,,.�,�—, ,. __ :� � � � <� _�_ __ �. _�. � -� �,.. . � , � ._..... � . � �� _. . , _�._ _ � .. �.i. .�..,: .:� . .,.... .. .,. . ... _..,_,. ��- � : : :. . . ::. .:. .r ; , �..�- � ..",. .��`.. .' ... �..�.� �.. :_ . � , �:; " . ,.:„% ` C NSE SH . U NESS L I E 0 r : _ _ , _� - : � , _ . _� �_. , �� _ ._ . a. PRIOR TO START OF ANY WORK A B SI ALL BE BTAINED FROM THE _ , , . � �_ �, ,. : ,:__ _, � - , _ . , � . , _ --_. , � � : �_: , : : ; _ . . . _ _ __ __ __. __ _._ _ . _ _ __ PAVING NOTES CCITY OF TEMECULA� 1 . STANDARDS. ALL WORK AND MATERIALS (I .E. , ASPHALT CONCRETE (AC) PAVEMENT, PORTLAND CONCRETE CEMENT (PCC) , BASE COURSE, ETC. ) SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ( I .E. , GREENBOOK) LATEST EDITION, THE ENGINEERING AND CONSTRUCTION MANUAL, CITY AND ENGINEERING STANDARDS AND REQU I REMENTS. CONSTRUCTION NOTES QUAN'TI1Y UNIT 2. PERMIT REQUIREMENTS. A GRADING �R ENCROACHMENT PERMIT(S) SHALL BE OBTAINED PRIOR TO PAVING. BEFORE �1 CONSTRUCT TYPE 'A-6' CURB AND GUTTER PER C.O.T. STD. 200. 30 LF OBTAINING AN ENCROACHMENT PERMIT, A CERTIFICATE OF INSURANCE AND THE REQUIRED BONDING (FOR PUBLIC 2 CONSTRUCT CONCRETE SIDWALK PER C.O.T. STD. 2Q6. 1753 SF SAWCUT 1' MIN. O IMPROVEMENTS) SHALL BE PROVIDED TO THE CITY ENGINEER. A CALTRANS ENCROACHMENT PERMIT MAY BE REQUIRED. & REMOVE EX. PAVEMENT �4 CONSTRUCT ACCESS RAMP C.O.T. STD. 402. 3 EA 2' M1N. 3. SOI� STERILIZER. AN APPROVED SOIL STERILIZER SHALL BE USED ON ALL BASE GRADE SURFACES PRIOR TO PAVING. 0.10' MIN. THICKNESS 11 10 O5 CONSTRUCT CONCRETE CROSS GUTTER AND SPANDREL PER C.O.T. STD. 210 & 211 . 2139 SF 4. PRIME COAT. PRIME COAT IS REQUIRED ON SUBGRADE OR BASE WHEN THE BASE IS SUBJECI`ED TO SUBSTANTIAL AC OVERLAY COLDPLANE EX. PAVEMENT TO 0.10' MIN. DEPTH O6 CONSTRUCT 6"AC DEEP L I FT 186 SF CONSTRUCTION TRAFFIC (OR WHEN LONG TIME PERIODS ELAPSE BEFORE AC IS PLACED) , AS DETERMINED BY THE FEATHER OVERLAY TO O7 CONSTRUCT 4"AC OVER 11" C.A.B. PER C.O.T. STD. 115. 1243 SF SO I LS ENG I NEER AND APPROVED BY THE C I TY ENG I NEER. MATCH EXISTf NG EXISTING EDGE _ _ OF PAVEMENT U9 REMOVE EXISTING CURB RAMP. 1585 SF 5. TYPE I SLURRY. PRIOR TO PROJECT FINAL COMPLETION AND ACCEPTANCE OF STREETS INTO THE CITY'S MAINTAINED EXISTIi� PAVEt�NT 10 SAWCUT AND REMOVE EXISTING AC PAVEMENT. 333 SF SYSTEM, TYPE I SLURRY SHALL BE PLACED OVER THE ASPHALT CONCRETE PAVED PROJECT STREET{S) , AS D I RECTED � � PA1/E�NT 11 GRIND AND OVERLAY EXISTING PAVEMENT - 0. 10' MIN. 661 SF BY THE C I TY ENG I NEER. THE ENT I RE ROADWAY W I DTH SHALL BE SWEPT AT LEAST 3 T I MES OR AS D I RECTED BY THE ���j 12 SAWCUT AND JOIN EXISTING IMPROVEMENTS 333 AC - 55 PCC LF CITY ENGINEER. 13 PROTECT IN PLACE --- --- 6. FOG SEAL. FOR PRIVATE DEVELOPMENT, ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN 14 14 RELOCATE TRAFFIC SIGNAL PER SIGNAL PLANS. 2 LF DAYS FOLLOW I NG PLACEMENT OF THE ASPHALT SURFAC I NG AND SHALL BE APPL I ED AT A RATE OF 0.05 GALLONS PER SQ. YD. THE ASPHALT EMULSION SHALL CONFORM TO SECTIONS 37, 39 AND 94 OF THE STATE STANDARD 16 REMOVE EXISTING CONCRETE CROSS GUTTER & SPANDREL. 3082 SF A C3VERLAY J��N QETAIL SPECIFICATIONS. 18 REMOVE EXISTING MEDIAN CURB. 21 LF - 7. TACK COAT. A TACK COAT SHA�L BE APPLIED TO EXISTING PAVEMENT AND VERTICAL JOINTS, CONCRETE SURFACES 2 NTS 19 CQNSTRUCT 6" AC OVER 16" C.A.B. 140 SF AND ASPHALT CONCRETE BASE COURSE, IF IT HAS BEEN EXPOSED TO VEHICULAR LOADS. THE TACK COAT SNALL BE 20 ADJUST TO GRADE --- --- SLOW SETTING ANIONIC EMULSIFIED ASPHALT TYPE "SS-1H" CONFORMING TO THE GREENBOOK. 8. CERTIFICATIONjTESTING. ALL SUBGRADE AND BASE GRADE SHALL BE CERTIFIED BY A �ICENSED LAND SURVEYOR. BASE AND AC MATERIALS SHAL� BE TESTED IN ACCORDANCE WITH THE CITY'S QUALITY ASSURi4NCE PROGRAM (QAP) AND/OR AS DIRECTED BY THE CITY ENGINEER. 9. PAVING MATERIALS. a. AG MATERIALS. ' 1 . AC MATERIALS SHALL CONFORM TO SECTION 203-6 OF THE GREENBOOK AND CITY STANDARDS. i . TYPE C2 PG70-10 FOR FINISH AND OVERLAY COURSES. THIS COURSE SHALL BE A MINIMUM �F 0. 12 FOOT ( 1% INCHES) THICK INCLUDING GRIND AND OVERLAY INSTALLATIONS. ' II . TYPE B PG70-10 FOR BASE COURSE. THIS COURSE SHALL CONTAIN THE BALANCE OF THE REQUIRED ASPHALT CONCRETE THICKNESS. THE MINIMUM AC LIFT FOR BASE COURSE IS 0.21 FOOT (2% INCHES) . 2. THE MINIMUM AC THICKNESS IS 0.33 FOOT (4 INCHES) . 3. THE MAXIMUM AC LIFT IS 0.33 FOOT (4 INCHES} . NOTE: "SHOVING" IS A TYPE OF AC PAVEMENT FAILURE THAT MAY BE CAUSED BY ASPHALT MIXES THAT ARE T00 RICH IN ASPHALT, THAT HAVE COURSE/FINE AGGREGATE THAT IS T00 ROUNDED, ETC. TYPICALLY, SHOVING RESULTS AT HILLS, CURVES OR INTERSECTIONS, CAUSED BY BRAKING OR ACCELERATING VEHTGULAR FORCES. TO PREVENT OR MINIMIZE SHOVING, THE CITY RESERVES THE RIGHT TO R'EQUIRE A MODIFIED AC MIX DESIGN WITH PROPERTIES THAT PROVIDE HIGH STABI�ITY (I .E. , ABILITY TO RESIST SHOVING AND RUTTING, ANGULAR AGGREGATE PARTICLES WITH A ROUGH SURFACE TEXTURE, ETC. ) IN COMPLIANCE WITH THE GREENBOOK AND/OR CALTRANS SPECIFICATIONS. b. BASE MATERIALS. 1 . BASE MATERIALS SHALL CONFORM TO PROVISIONS OF THE GREENB04K AND CURRENT CITY STANDARDS. 2. FOR STREET SECTI�NS, BASE COURSE MATERIAL SHALL BE CRUSHED AGGREGATE BASE (CAB) OR CRUSHED MISCELLANEOUS BASE {CMB) PER SECTIONS 200-2.2 AND 202-2.4 OF THE GREENBOOK. PRINCIPAL AND URBAN ARTERIAL ROADS REQUIRE CAB. PA1/!NG NOTES c. PORTLAND CONCRETE CEMENT. ALL PCC USED SHALL BE IN CONFORMANCE TO THE GREENBOOK. � 15. TRENCHING FOR UTILITIES. ALL STREET TRENCHES SHALL CONF�RM TO CITY AND ENGINEERING STANDARDS. REFER TO Q � CITY STANDARD N0. 407 `TRENCH/POTHOLE REPAIR" FOR TRENCH MAINTENANCE AND/OR REPAIRS. IF TRENCHES IN � CLOSE PROXIMITY AND PARALLEL TO GUTTER LINES RESULT IN LEAVING PAVEMENT STRIPS IN DISTRESS OR LESS �' 10. MIX DESIGNS. TEN WORKING DAYS PRIOR TO PAVING, THE PROPOSED MIX DESIGN(S) FROM THE SUPPLYING ASPHALT � THAN TWO FEET IN WIDTH {BETWEEN THE TRENCH AND GUTTER LINE) , SAID PAVEMENT STRIPS SHALL BE REM�VED AND � OR CONCRETE PLANT SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. THE MIX DESIGN(S} SHALL � REPAVED, AT THE DISCRETION OF THE CITY ENGINEER. A TACK COAT SHALL BE APPLIED TO JOIN EXISTING ASPHALT °0 CLEARLY SHOW THAT THE DESIGN MEETS ALL CITY AND GREENBOOK REQUIREMENTS. � ' CONCRETE AND VERTICAL SURFACES IN COMPLIANCE WITH THE GREENBOOK. 00 11 . STREET SECTIONS. STREET STRUCTURAL SECTIONS SHOWN ON PLANS ARE TENTATIVE (I .E. , ' THEY'RE USED FOR 16. PARKING �OT GRADE. THE MINIMUM AC OR CONCRETE PAVEMENT GRADE SHALL BE ONE PERCENT (1�) . � BONDING PURPOSES) . THE FINAL STRUCTURAL SECTION REQUIREMENTS SHALL BE DETERMINED BY ADDITIONAL SOIL W _ TESTS, AFTER ROUGH GRADING. THE STRUCTURAL SECTION DESIGN SHALL BE REVIEWED AND APPROVED BY THE CITY 17. GUTTER LIP. A 3/8 INCH LIP SHALL BE PLACED ADJACENT TO CONCRETE GUTTERS IN ACCORDANCE WITH CITY AND J ENGINEER. SAID DESIGN SHALL ADHERE TO THE METHODOL�GY SET FORTH IN CHAPTER 600 OF CALTRANS HIGHWAY ENGINEERING STANDARDS. REFER TO STANDARD N0. 200. Q DESIGN MANUAL AND SHALL UTILIZE THE 'R" VALUE METHOD (I .E. , 'R" VALUE TESTS SHALL BE CONDUCTED IN ' P � 8 AVING DETAIL AROUND MANHOLES. VALVE COVERS. ETC. ALL PAVING AROUND MANHOLES UTILITY VALVE COVERS w ACCORDANCE WITH CALIFORNIA TEST N0. 301 AND SHALL BE CERTIFIED BY A REGISTERED CIVIL ENGINEER) . THE ' ' <c ETC. SHALL BE IN ACCORDANCE WITH THE GREENBOOK REQUIREMENTS, UTILITY AGENCY REQUIREMENTS, CITY AND = NUMBER AND LOCATIQNS QF THESE TESTS SHALL BE SUBJECT TO APPROVA� BY THE CITY ENGINEER. ENGINEERING STANDARDS. REFER TO CITY STANDARD N0. 503 'PAVING DETAIL AROUND MANHOLE. " � � 12. COMPACTION. PRIOR TO PLACEMENT OF BASE MATERIAL AND AC, COMPACTION REPORTS BY A SOILS ENGINEER, 19. AC PLACEMENT. THE METHOD OF DEPOSITING, DISTRIBUTING (I .E. , USING A SELF-PROPELLED SPREADING/FINISHING � CERTIFYING 95q COMPACTION OF SUB GRADE AND BASE MATERIAL, SHALL BE SUBMITTED TO THE CITY ENGINEER. � COMPACTION TEST OBSERVATION OF SUB-GRADE AND BASE GRADE MATERIALS SHALL BE COORDINATED TO INCLUDE THE MACHINE) AND ROLLING AC SHALL BE IN ACCORDANCE WITH THE GREENBOOK. o N SOILS ENGINEER AND THE PUBLIC WORKS INSPECTOR. 20. ACCEPTANCE OF PRODUCT. THE CONTRACTOR SHALL REPAIR ANY DEFECTIVE SURFACING DUE TO GRADE SETTLEMENT OF � 0 FILLS, TRENCH FILLS OR BASE MATERIAL, AS REQUIRED BY THE CITY ENGINEER. NO PAVEMENT 'BIRDBATHS" OR � 13. PAVING INSPECTIONS. � DEVIATIONS GREATER THAN 1/8 INCH IN SIX FEET SHALL BE ACCEPTED. � a. BASE GRADE INSPECTION. ONE INSPECTION AT SUB-GRADE COMP�ETION {PRIOR TO PLACEMENT OF BASE) IS r� 21 . PROTECTION OF WORK. THE CONTRACTOR SHALL: (A) PROTECT EXISTING STRUCTURES, CURB AND �UTTERS, `� REQUIRED BY THE DEPARTMENT OF PUBLIC WORKS. � SIDEWALKS, LANDSCAPING, CATCH BASIN DEPRESSIONS AND OTHER SURFACE FEATURES AGAINST DAMAGE CAUSED BY � b. PAVING INSPECTIONS. TWO PAVING INSPECTIONS ARE REQUIRED BY THE DEPARTMENT OF PUBLIC WORKS: (1 } PAVING OPERATIONS AND ASPHALT SPRAY; (B) PROTECT COMPLETED WORK; ALL VEHICULAR TRAFFIC (I .E. , MOVING � PRIOR TO PAVING, AT BASE GRADE COMPLETION; AND (2) DURING P�ACEMENT OF AC. OR STATIONARY LOADS) SHALL BE KEPT OFF NEWLY PAVED AREAS UNTIL PAVEMENT SURFACES HAVE COOL.�D DOWN � c. DRIVEWAYS. ALL ONSITE PRIVATE RESIDENTIAL DRIVEWAYS SHALL COMPLY WITH THE APPROVED PLANS AND CITY ADEQUATELY; (C) CLEAN THE SITE (I .E. , REMOVE LOOSE PAVEMENT AND AGGREGATE, CLEAN OUT ALL MANHO�.E PITS, o STANDARDS, AND SHALL BE INSPECTED AND CLEARED BY THE CITY ENGINEER PRIOR TO PAVING. ENSURE FREE OPERATION OF VALVES AFTER PAVING, REMOVE ALL DEBRIS, RUBBISH AND EXCESS MATERIAL FR�M WORK � AREA, ETC. ) . ~ 14. UTILITIES. ALL UNDERGROUND FACILITIES AND LATERALS SHALL BE IN PLACE PRIOR T� PAVING. U' / w 22. OTHER CONSTRUCTION NOTES. REFER TO SEPARATE NOTES FOR '�GENERAL, " '�RADING, " AND "EROSION AND �EDIMENT > ' CONTROL" REQUIREMENTS. � � � 40810 COUNTY CENTER DR., _ � SUITE 100 � ' � � TEMECULA,CA 92591 � 0 PHONE: (951)676-8042 ' o I N T E R N A T 1 0 N A L MBAKERINTL.COM z Q � LD16-2587 0 CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENQ� IIr�� DESIGNED BY DRAWN BY CHECKED BY Q SCALE ROF ESS� Riv�sIDE a�tx� �,�e -� ��q� CCK CCK CTM CITY OF TEMECULA DEPARTMENT OF PUBLIC 4VORKS SHEET N0. � No. T-4-s� �v: ��20.sss �,�' � 'tio �� RECOMMENDED BY: CONTRACTOR HORIZONTAL � �. � � PL S PREPARED UNDER THE SUPERVISION QF DATE: Z��Co � 2 �/2" �ASS DISK IN CtxVCRETE CYLII�ER � v� �o m q�F T�c� STREET IMPR�VEMEN T PLAN � I NSPECTOR AS NOTED � No. 76545 �' � `'~� l� PECHANCA PARK;V1/AY � 5.0 MILES SOUTF�AST ON HIC�MAY 79 FROM TFE I NTERSECT I�l � MA I N At� F RONT � * . � Z I /� ACCEPTED BY: '��' DATE: Z r �G` r� ��� a ..�...a .._.. ... .�..._ VERT I CAL �`�������' DATE. �::::� :�::��: � � DATE COMPLETED STREETS I N TEMECt�A, 4�' tv. oF' t�wY 7s, `S'�'q ��V�L ��P CHR I S . MORLOK THOMAS W. GARC I A � __ _ . . ..:: � D R I VE EN TR AN CE M OQ 1 FI CA TI ON S o t:ULT I VATED�P. #�62342sE oN � �' N�A TF OF CAL�F�� R.C.E. 76545 D I RECTOR OF PUBL I C WORKS/C I TY ENG I NEER l�r�,g��o�� N 0 TE S, Q U A N TI TI E S, D E TA I L S j F I E L D. R.C.E. 4 8 2 7 9 O F 4 S H E E T S _ _ __ _ _ _ _ - _ . __ _ _ _ _ -.,__�� ____ .r _�_�_____ --__.__ ��� __._ _,__ � --, . �_____. _ ; , , �. �: �P__e_ �__ ,�� � „ -- , _____ � - ___ __ � ,_� �._.._ � �. : ____ _ - � .�_ - , _� � . _� - _�_ �� s ` _w_�_. _�_ ____ __ _ � _ __- �- � _��, _ �r_ '., � ° � �����H���A ��PARK;V'V�+�� ���� �� � _�_ � . � _ _� � { _� __ � k _ _ t ,� _ � � __ � w_ _ ��1� _ � � � . _ � � �� � 219 _, _ �� l y - K;� l 1 � -�==r C L � �ra. ` �_ 118+62.99 PECHANGA PKWY = , �; _ � � � �_ N�� _ H ;;:__ _ �__.�v__�� � � � ��� �� �� 10+00.�00 CAS I NO DR I VE SOUTH� � � �, � � � N�r ���� � _,.:w� �_�� _. � -., � ._.� w � _ ,U u � � _.�,_� . _.��., ___ ._� �, _ �� �. � . � ..- � ._ ? _ m - �� e _ _ �__�. _a _ � �_� _ ____ _� . � __ �_ _,� __ _s_ _ v z __�_ _ ___ � �_ �_ � _. ,_ - �_ ___ ._ _ � - - _ � �` `� � � � __ _ ___ __- �_ �- _ __ _____ � _ � _� � � _ .� � _ _ � _ � ; 1 � -__.__._ ______ �m - -- -- - --� .. ___ ' � ____ � ____,m _ _,_�___. _�_ -- - t ;�.__ � � ' c� : �, � � � ����� ; � � < � � 6 : � � y_ � ; _. � z���� � �� ; � � � � __ 1 p _ � �� . � _, � � ___ 2 � �� - .��) LIP � ,� ; " 1095 �� ; � 1095.73 L I P : ; �, � ; f _ . - �_ 1097.09 TC . .. ._ .�. :. _ . . -:.:-:--:.:.�:....:.::.::.::�_:_�:-::- -::�-::��::�.:�.��.�:,:��:��:���:��. _ �:-�. � ._.._ �-���.__._.. . „�._.___w�.._.�� m.�_-�;1095.74 TC����--- � �:h�m--�-��_:�� __._____._ ____ ____. ___ __ _. _____ _ _ _____ __ _____ _ _, _ - _-, __�._ _ _. _ _.:�� .-�.�, _...-��_..::.,�....�_,..._.._,.� � __ ._..��. _ .� � f . =� �., _ � _ _ _______ __ _ _ _-_ -- _____ . 1096.07 FL . _,_ ._, � ___1_(J96.4 ___F . . ;, 1095.73 F�� __ _� _ _ v __. _. I� F � + - 1095.24 FL _ 1095.52 FL _. _ _ _ ____ ___ ______ __. G. 9�..� _ �. , , , .� - ..__ � „� - __ 1 .05% ; _�.� -_. _. .� . _ , 3 1 ._22� 1 .70% : _ . , � r _, �i-� � , t � 118+33. 14 BCR - r, _ _ . : . _. C ° , > . . °- 5 ___ ____ �,�vL�� �_. r.�_ �, ___ _ _ �___ _ _ _ _ __ __ _ ___. �� �-�----C���� ct� 1095.67 _�C_ ._,___.__. ___�__ __.___ ___._ _.__.___ _._..,_ __,_.r__.,__�� �, �� ,v��.�a 1 r L �m . � � �.,����� , r.. � �� � � �i�095.���7 FL � _. _._ ��i ., ,,.. _� � O--�'�, �� ��� ��' �=-:� 1095.89 TC ��� ��� -� � =-=��. �� __ -: __ .���� _ ���,��_ n __.__ ,__.� ��_ =-- . _ �._=.- �� �� �� � _.w _____, __,____ ._ �,__ _�_r�_. �_.�,.�. __.----- - � � + � - � � 5. � � / � k �z� � � � �� �� � _ w �,.._,� � ' __ � . , - , - `-�C� C7 �, ; " !�.:, :. ��;� __. �� � ' , , _ ,. . � . f , r�r . �:°_ ��� �` �: . c� - . �.- �- __ __ _ _ . �. .,�_._ . __._____ _..___ __�,. . .,__ _ _ ,__ __ . _ ..r _ _ �.__� _ _ _ , �� � _,. _ _ � _�. __ __.,.__r ., ., __ _�_ _. _� ._..__ _ __ -�e�-- �,.,.., _,:.. ,-. . �__ �.... .._.. - � - _ �,,,_,.,.: . � . _ > .., EX TSPB , `~ , �� a_. v----__�_____ ---_ __ - _-_ _ _ ----_ , �; � _ ____ __--- _____ __ _� _ _:,;�______ ___ _�_ , _______ _ ____ __ _ _ ___ �-_ . . � � 14 . , 9 _ ______ ___ _,_ EX TS POLE �� �� � � �� �� � � � � � , � _�� � __-- _ �, �. �T--- � " . � � �_ _ � � , �_ _ , �� � r f� 14 t ��._ . �� , a, , _ � __ ___ � -� � � �,_.�� _ _ ___ % � o0 � _ _ _. __ , �f �. < � ,�,. � ,. .. `�� � �1096. 10 TC �� o - � � � _ _ � _ N . _ � �_ , __ � , ; ; : _ , �.� � - _ � _ : �_ ��_., �. �... � _ . �. _ _ �_. . _ .. _ . _ _ _. _ .._ _� - �,_ �. _ _ . _ � _�_, � _�_ .-1095.60 FL� �, : _ � � ___ � �_. �. _�.,. � � - .� � _ _ � � __ � ,, �_ � . . r -_ _ � _� _ , � � � _ M.. _�r_. __ _ _ � � , � ��_� � �� �. � � � :. .. � � � _. � � � __ ; f , . w ��� : r, , _ : � � _ _ � �. - ; ` � � � _, . � . , �'`�� 10 5 9�G F `f r , _ v _ _ ,�� �� �� � . v � � ; 9 . � ____,__ .. ,, EX TSPB r_ � : � . _ ; � 'Y� , 14 . : , = ___._ _.._ _.___._ _ ____ ` = . w; --= EX. ��NC PAVEMENT , �F �.. , 14 EX TS POLE � -� `° ; _ =� - , i � � > ;�` �� ,` -�-- � �� ��� - � " �� . � _ SAWCUT p y 10+71 .63 ECR ta T � ;� , , w __ a ___ v � � ,_ � , , � , PROP. SIDEWALK PER � � (1096.353) TC12 � � � 1095.84� FL -- ��_ �_, .-�� � ; r , . � - ,- ON-SITE IMP. PLANS =: 10�6.80 TC �' �-� -- � � � � _ ; -- 3' ;(1Q�6.35) FL : . , . ., f��, � � - � = � EX. CONC'PAVEMENT � ` � � ���� � � � � r .� y DISPOSITION OF EX. IMPROVEMENTS �� ��� � , � �� � �'ER ON-S I TE� I MP. P�ANS � � � � _ � �� �� �� � ; � �� � � � ___ - � , _ � � 6 � 36� �� : � « � � � � - ___ __ .- �-�� 24' � r � � � � � � � = � 33' ; __ , � � _� . - �-�� � � , � � � `� ��, , � � � . �_ w__m_ � � �� z �; ; Q ; _� ~� ___ � 66' �� �� � �_ , , r � � o _�_ , � � _ ��� _- _- � � � - � , � , 1096.49 TC ; ; � �� r'�i - �� � :z 1096.00 FL ; , co _ : � � � � = _ _ ao � __ , � �� , F ; � 00 � SINO DRIVE SOUTH W CA Q � � Q � � W , Q _ s�, �1 CONSTRUCT TYPE 'A-6' CURB AND GUTTER PER C.O.T. STD. 200. � q�F D A T A T A B L E O CONSTRUCT CONCRETE S I DWALK PER C.0.T. STD. 206. � ,°�o� QO BEARING/DELTA RADIUS LENGTH TANGENT O4 CONSTRUCT ACCES� RAMP C.O.T. STD. 402. � 0 1 N45° 14'58"W -- 30.03' -- U5 CONSTRUCT CONCRETE CROSS GUTTER AND SPANDREL PER C.O.T. STD. 210 & 211 . � 2 87°30' 10" 30.00' 45.82' 28.72' �6 CONSTRUCT 6"AC �EEP LIFT � I �7 CONSTRUCT 4"AC QVER 11 " C.A.B. PER C.O.T. STD. 115. c�n I ' �9 REMOVE EXISTING �URB RAMP. '� CURB RETURN DATA TABLE �' 118+33. 18 1095.67 TC 1095. 17 FL 10 SAWCUT AND REMOVE EXISTING AC PAVEMENT. � - 1/4 � 1095.74 TC 1095.24 FL 11 GRIND AND OVERLAY EXISTING PAVEMENT - 0. 10' MIN. i 10 5 0 10 20 30 1/2 0 1095.89 TC �095.39 FL 12 SAWCUT AND JOIN EXISTING IMPROVEMENTS � 3/4 0 1096. 10 TC 1095.60 FL 13 PROTECT IN PLACE o SCALE: 1"=10' 10+71 .63 ECR 1096.35 TC 1095.85 FL Q 14 RELOCATE TRAFFIC SIGNAL PER SIGNAL PLANS. � 1fi REMOVE EXISTING CONCRETE CROSS GUTTER & SPANDREL. i w ' 18 REMOVE EXISTING MEDIAN CURB. � 0 � � � 40810 COUNTY CENTER DR., _ �' SUITE 140 > ` � � � � TEMECULA, CA 92591 0 PHONE: (951)676-8042 ' o 1 N T E R N A T I 0 N A L MBAKERINTL.COM ' z Q , � LD16-2587 0 CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BEN�1Hl�Y�� fES DESIGNED BY DRAWN BY CHECKED E�Y Q RIVERSIDE t:AUNTY BENCI�IARK SCALE ��QR� S��iVq� CCK CCK CTM �ITY 4F TEMECULA SHEET N0. � � � DEPARTMENT 4F PUBLIC WORKS � No. T-4-s� �v: ��20.sss HOR I ZONTAL �``' ti� M� �� RECOMMENDED BY• DATE: 9��--r�fo ►� CONTRACTOR �, � �'� c� P NS PREPARED UNDER THE SUPERVISION 4F c� 2 1/2� BRASS DiS'tC iN CtHVCRETE CYLit�ER c� Z o m oF T � �� STREET IMPROVEMENT PLAN �- I NSPECTOR 5.0 MILES SOUTF�AST �I HIGHWAY 79 FROaI AS NOTED � v � � �'~�� ��� PE�HI�V rGA ����C�AY � No. 76545 � � �k � � . ACCEPTED BY: ��f/ '�� DATE• Zl I� �� - - � Tt� I NTERSECT I ON � MA I N At� FRONT DATE. � �r �� d . ...............��.� STREETS IN TEI�CULA, 4�' N. oF HwY 7s, VERTICAL s'� C�V1� �Q' THOMAS W. GARC A �� t �,� DRiVE ENTRANCE MODIFICATIONS o DATE COMPLETED 4' w. oF P.P. #�s2342sE o�t � c� qTF 0�� CHR I S T. MORLOK D I RECTOR OF PUBL I C WORKS C I TY ENG I NEER �j�r�����1989������ C A S I N 0 D R I VE S O U TH �- Ct�T I VATED F I ELD. 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PE�HAN�� ` F� SOF�T aRIVE �� � � � � � - �= � : ; � � : � : . � _ _ - r .. _ o � � I � � � �_a � a : _� , �� : ; � v � � � -� � � � � � � � � � 0 � � 0 � �2 CONSTRUCT CONCRETE SIDWALK PER C.O.T. STD. 206. � � ��q��, 4� CONSTRUCT ACCESS RAMP C.0.T. STD. 402. C U R B R E T U R N D A T A T A B�E _ � ��� O5 CONSTRUCT CONCRETE CROSS GUTTER AND SPANDREL PER C.O.T. STD. 210 & 211 . 124+35.63 BCR 1103.76 TC 1103. 13 F� � �°' 6 CONSTRUCT 6"AC DEEP LIFT � 1/4 0 11�3.84 TC 1103.34 FL � O 1/2 0 1104.20 TC 1103.70 FL � 7 CONSTRUCT 4"AC OVER 11" C.A.B. PER C.0.T. STD. 115. � I NE/CURVE DATA TABLE � 0 3/4 0 1104.45 TC 1103.95 FL o �9 REMOVE EXISTING CURB RAMP. �0 BEARING/DELTA RADIU� LENGTH TANGENT 10+88.61 ECR 1104.70 TC 1104.20 FL � 10 SAWCUT AND REMOVE EXISTING AC PAVEMENT. 1 91°00' 17" 40.00' 63.53' 40.71 ' � 11 GR I ND AND OVERLAY EX I ST I NG PAVEMENT - 0. 10' M I N. 2 88°59'43" 35.00' S4.36' 34.39' C U R B R E T U R N D A T A T A B�E � � 12 SAWCUT AND JOIN EXISTING IMPROVEMENTS 10+84.5Q BCR 11Q6.05 TC 1105.56 F� � 13 PROTECT IN P�ACE � 1/4 0 1106. 16 TC 1105.66 FL � 10 5 0 10 20 30 19 CONSTRtJCT 6" AC OVER 16" C.A.B. 1/2 0 1106.26 TC 1105.76 F� � 3/4 0 1105.29 TC 1104.79 FL o 20 ADJUST TO GRADE 12+00.53 ECR 1106.62 TC 1105.99 FL Q SCALE: 1"=10' ,� ' cn i w > 0 � � � 40810 COUNTY CENTER DR., _ � � � � � SUITE 100 > TEMECULA,CA 92591 j PHONE: (951}676-8042 I N T E R N A T I 0 N A L MBAKERINTL.COM � Q � LD 1 f�-2587 0 CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BEN� l�119��C FES DESIGNED BY DRAWN BY CHECKED BY Q SCALE � S/0 DEPARTMENT OF PUBLIC WORKS SHEET N0. � R I YERS I DE COUNTY �NCF�uIARK �,�eR N'9� CCK CCK CTM � C ITY O F TE M ECU LA � NO. T-4-81 ELEV: 1120.588 <c,� � � ' Mp � 1���'�-.-- • g Z r� CONTRACTOR HORIZONTAL � �ti. �< Z �ANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED BY. DATE. � 2 1/2" BRASS DIS�C IN C���TE CYLII�ER c� = O r-n oF T AS NOTED `,-' v � m ��� �'��,� STREET IMPROVEMEN7 PLAN �- INSPECTOR 5.0 MILES SIXITHEAST ON HIC�IWAY 79 FROM � No. 76545 � �J� -- .t� / �'�� � PECHA�NGR PARK1MAY Q TI� I NTERSECT I ON � MA I N AND FRONT * * DATE: � 2� ��/ ACCEPTED BY: � � DATE. (o r ���� ..,�� f- STREETS IN TEIu�Ct�A, 4�' N. oF t�w� 7s, VERTICAL s�, e1V1� �Q T OMAS W. GARCI � �� � � DRIVE ENTRANCE MODIFICATiONS o DATE COMPLETED 4' w. � P.P. #1623426E INV EDGE OF qTF 0�� CH T. MORLOK D I RECT4R OF PUBL I C WORKS C I TY ENG I NEER �l�l.�.�'198a"'.••.� P E C H A N G A R E S O R T D R1 VE o- CX1LT I VATED F I ELD. N�A �F CAL�F R.C.E. 7fi545 � �•�°� OF 4 SHEETS � R.C.E. 48279 FROM 124+35.63 T0126+00'.53 =