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HomeMy WebLinkAboutParcel Map 13271 Parcel 1-2 Street Improvement a BCO� s `j I �4 •I' P r GENERAL NOTESD1\ PAVING NOTES �RxTE1V1EGU i. .. n�� 1 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING of THE ••`R 1. SEVEN (7) DAYS PRIOR TO THE PLACEMENT OF ROADWAY . I .. .�. Q. t. ° . D , PROPOSED WORK AREA, AND RELOCATION COSTS OF ALL EXISTING " I• : • �:r BASE MATERIAL THE CONTRACTOR SHALL SUBMIT A .;: �,. �o • - UTILITIES. PERMITTEE MUST INFORM THE CITY OF CONSTRUCTION CERTIFIED SOILS REPORT FROM A REGISTERED CIVIL OR ..- .-:- - w•- -- ;r---sw - "'== ' -h•--� 8 HOURS PRIOR TO INNING OF CONSTRUCTION. GEOTECHNICAL, ENGINEER CERTIFYING ALL ROADWAY AND y 0��. 4 " SCHEDULE AT LEAST 4 HO R R EG � _ Q . �� 1.•�, - �� UTILITY TRENCHING HAS BEEN COMPACTED TO THE MINIMUM REQUIREMENTS SPECIFIED IN THE STANDARD A • PHONE• (909) 694-6411 - SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND 1 N d� THE RECOMMENDATIONS CONTAINED IN THE PROJECTS SOILS "r`" 1 :►�`� _ A � x � W .� RE PORT. �. }. 2. THE DEVELOPER WILL INSTALL STREET NAME SIGN CONFORMING TO THE - . ►- 2 . FINAL PAVEMENT STRUCTURAL SECTION DESIGN SHALL BE. ��` �' ,�` �• v lMA oE, CITY OF TEMECULA'S STANDARD NOS. 403.405. SUBMITTED TO THE DIRECTOR OF PUBLIC WORKS FOR APPROVAL A MINIMUM OF TEN (10) DAY PRIOR TO 3. ALL WORK SHALL CONFORM WITH THE REQUIREMENTS OF THE CITY OF -092 PLACEMENT OF BASE MATERIAL. THE DESIGN SHALL . '�o I�' '�vAMrA ADHERE TO THE METHODOLOGY SET FORTH IN CHAP'T'ER 600 � �-. ,� ��+ �s�� f� 4. • TEMECULA PUBLIC WORKS DEPARTMENT IMPROVEMENTSTANDARDS AND � � �. 1C�7 SPECIFICATIONS, DATED NOVEMBER 1991, AND SUBSEQUENT OF THE CALTRANS HIGHWAY DESIGN MANUAL AND UTILIZE a 1C UN� THE "R" VALUE METHOD. DESIGN SHALL BE SUBMITTED IN f ' AMENDMENTS. �.... �°' y � • • I '�' � REPORT FORM AND MUST INCLUDE ALL SUPPORTING ' ¢�4 CALCULATIONS AND TEST RESULTS, THE "R" VALUE TESTS 4. IT SHALLBE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE SHALL BE CONDUCTED IN ACCORDANCE WITH CALIFORNIA I TEST NO. 3 01 AND SHALL BE PERFORMED BY A REGISTERED � '-~_ �•-- -~`' " "�`'' �''`" "`�'�"" •ENGINEER, TO INSTALL STREET CENTERLINE MONUMENTS AS REQUIRED �Y �N� CI�'Y 0� T�1Ul�CULA S�AhIbA1��. CIVIL ENGINEER WHOSE PRIMARY PROFESSIONAL _ACTIVITY � 1 i IS PERFORMING .SUCH TESTS, THE NUMBER AND LOCATIONS ,, I � o� � • • OF THESE TESTS SHALL BE SUBJECT TO APPROVAL BY THE N.T.S. .. �`` .► r 5. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR DIRECTOR OF PUBLIC WORKS. • TM- TO APPLY TO THE CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS PERMIT FOR ALL WORK ON EXISTING CITY 3 . THE FOLLOWING MINIMUM STRUCTURAL, THICKNESSES AND VICINITY" MAP FOR AN ENCROACHMENTE INDEXES SHALL BE USED FOR PAVEMENT DESIGN TRAFFICI E MAINTAINED ROADS, AND FOR UTILITY WORK WITHIN OFFERS OF PURPOSES* Y 1„/ER LINE f�1 P► ,� EXISTING SE DEDICATION FOR PUBLIC USE. STREET NAME TRAFFIC INDE MINIMUM STRUC RAL SECTION ��� . 5� CL ❑F R/1n/- . ..,� �► g . 5�� � � � � 3L �F �� r� LINE 6• ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE '� � 6'' G E�-T a EXISTING 12 STEEL WATER SOLANA WAY ,�, rr A.C. OVERP'll, L II BASE d rTZNG w (SESSMi q� �� XIS rvPRIOR TO PAVING THE STREET SECTION INCLUDING, BUT NOT LIMITED QI� '� 15� � N -�� b��NAA� TO, THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS, DRAINAGE. 4 * ASPHALT C C SHALECFORM '• R ISYONS OF �'' �' �P 0 OA�4WA`� SECTION 203-6 OF THE CURREN STANDARD �f 7. CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED SPECIFICATIONS OF PUBLIC WORKS CONSTRUCTION. PA, N '{ AND CONSTRUCTED ACCORDING TO STANDARD NO 207 AND/OR NO. 207A, ASPHALT SURFACE COURSE SHALL BE C2-AR-4 X00. _�I / 70 ►� Za Gv�� R rr �� -© � & RIGHT-OF-WAY MINIMUM THICKNESS IS 2 , MAXIMUM THICKNESS IS 3 �� 4. C�►C B AS DIRECTED IN THE FIELD. Z.� � 1 A 6 ASPHALT CONCRETE SECTIONS GREATER THAN 311 SHALL �' 70 C1P�S ��� 9 30 CONTAIN A BASE COURSE OF BAR 4 000, A MINIMUM OPdg�� 15-1 3-7 4.'2!5 , �.. 8. IMF THICKNESS of 211 * 7 Sob 1t4 v_ MW ,�P� R�► a-t �X� P� f V Oa�W .�� P o 5 .gyp _ 1 g�5 pr A001110NALI � o R .:Qr .jQQjjr p1 2 1, MINIMUM GRADE FOR RIBBON DRAINS SHALL BE 0. 50 XZS R,C,W,D, PERCENT. �' c� ?pit,9• ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOILS TESTS SHALL _ GUTTS� P ��n PUMP SITE BE TAKEN AFTER ROUGH GRADING TO DETERMINE THE EXACT STREET 2. AN APPROVED SOIL STERILIZER SHALL BE USED ON �RppU SECTION REQUIREMENTS. USE STANDARD N0. 401 IF EXPANSIVE SOILS ALL SUBGRADE SURFACES PRIOR TO PLACEMENT OF R �d Q PAVING. � .. p,P� P r --A ARE ENCOUNTERED. 41�•'�'� '°� 3. ASPHALTIC EMULSION FOG SEAL SHALL, BE APPLIED Q3 � NOT LESS THAN FOU TEEN (14DAYS FOLLOWING 10. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN PLACEMENT OF THE ASPHALT SURF LING AND 'SHALL BE APPLIED AT A RATE OF 0. 05 GALLONS PER SQUARE FOURTEEN (14) DAYS FOLLOWING PLACEMENT OF THE ASPHALT YARD ASPHALT EMULSION SHALL, CONFORM TO SECTION SURFACING AND SHALL BE APPLIED AT A RATE OF 0.05 GALLONS PER 37, 39, AND 94 OF THE STATE STANDARD ZG� SPECIFICATIONS. � SQUARE YARD. ASPHALTIC EMULSION SHALL CONFORM TO SECTIONS 37, C i IL 39 AND 94 OF THE STATE STANDARD SPECIFICATIONS. 4. THE SUBDIVIDER OR CONTRACTOR SHALL APPLY TO THE ' CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS FOR QcQ ENCROACHMENT PERMIT FOR AL, WORD{ WITHIN CITY �-� AN E I �� C� RIGHT--OF--WAY. 1y 0 SINGLE FAMILY RESIDENCE 11. PRIME COST REQUIRED PRIOR TO PAVING ALL GRADE IN EXCESS OF TEN P Q' tib �Y PRE-- PERCENT. TWO 2 SPECIAL, INSPECTIONS ARE RE UIRED BY THE 1`� 5. � ��-- P � TRACT 22 593 G 1%= sit DEFA T ENT OF PUBLIC WORKS; ONE INSPECTION AT � �f P� t�1 i THE TIME THE BASE IS PLACED AND THE SECOND WHEN 12. INSTALL STREET TREES IN ACCORDANCE WITH RIVERSIDE COUNTY THE A.C. HAS BEEN PLACED. ��''�'� L• to � ASC ORDINANCE N0. 460.53. (v. THE CONTRACTOR SHALL. BE RESPONSIBLE FOR THE Az A �" � A tn CLEARING OF , THE PROPOSED WORK AREA, AND ... 13. STREET LIGHTS SHALL BE INSTALLED IN ACCORDANCE WITH THE RELOCATION AND COST OF ALL EXISTING UTILITIES11 24' THE CITY SHALL BE INFORMED -48 HOURS PRIOR TO DRIV w APPROVED STREET LIGHTING PLAN. BEGINNING OF CONSTRUCTION AT (909) 694--6411. 2 W � A COMPACTION REPORT BY A SOILS ENGINEER SHALL REPRESENTATIVE ENGINEER 14. AS DETERMINED BY THE CITY ENGINEER, THE DEVELOPER IS CERTIFY 95 PERCENT COMPACTION OF BASE PRIOR TO 0 9 �t CAI., FOR SECOND INSPECTION AND A PLACEMENT OF C� 8.3 SET qCK 0 RESPONSIBLE AS A MINIMUM FOR ROAD IMPROVEMENTS TO CENTERLINE ASPHALT PAVINGIP RANDC]LPH �', FLEMING, R1C1E, 0 AND MAY BE REQUIRED TO RECONSTRUCT EXISTING PAVEMENTS � � � 0 Q ' Y� -� GRA ENGINEERING VENTURES, INC, �" 184 98 SE BACK 8. Cd M PACT 14 N 5 oI���Ia�ra-r I oN a� Su�GI�Aa pt? 13AS� ROCK n� � r to . INCLUDING BASE, AND MATCHING OVERLAY REQUIRED TO MEET THE 6"PO.,L 1% COOROINATE.V 13"( THE CONTRACTOR W1T1t 501LS . < 00 RIDGE PARK DRIVE, #BOB - 0 STRUCTURAL STANDARDS FOR THE CURRENT ASSIGNED TRAFFIC INDEX. G.N61NVC F% ANb Vt P?vJ�C-T IN5ftC-roll, Al 1, 6001 10ftG110146 WILL TEMECULA CA 98590 0� IN CONJUN011014 W17H OIR FftCtft19 i`t COMIPA01141 ISSTIN(3r 24' YA (909) 699--645Q '" DR 15. ONLY LANDSCAPING CONSISTING OF GRASS AND PARKWAY TREES MAY ' Iv yry Q PUA r Ase A BE INSTALLED WITHIN PARKWAYS ON LOCAL RESIDENTIAL STREETS WITHOUT SEPARATE LANDSCAPE PLANS. ALL OTHER TYPES OF LEGAL DESCRIPTION APPLICANT/OWNER SOILS ENGINEER w LANDSCAPING IN THESE AREA, AND ALL LANDSCAPING ON ALL OTHER NS. A A PARCEL OF LAND IN THE CITY OF TEMECULA COUNTY OF RIVERSIDE, ' n STREETS SHALL REQUIRE SEPARATE LANDSCAPE PLA LL DEEPAK MOORJANI P E �MS/ MALINDA SMITH 4 A tEt�i �� � LANDSCAPING ENCROACHMENTS SHALL CONFORM TO RIVERSIDE COUNTY STATE OF CALIFORNIA, BEING PARCEL 1 AND PARCEL 2 OF PARCEL MAP URBAN LOGIC CONSULTANTS � vw, �t � " TING TO THE ADMINISTRATION OF LANDSCAPE NO. 13 271 AS RECORDED IN PARCEL MAP BOOK NO. 67, PAGE 80 IN ABC PRE-SCHOOL 0- 27363 cu � STANDARDS RELATING E 48517 RIDGE PARK DRIVE, SUITE ZOO a THE COUNTY RECORDER'S OFFICE OF SAID COUNTY. •27363 JEFFERSON AVENUE ENCROACHMENTS DATED JANUARY, 1989. TEMECULA, CA 92590 - - TEMECULA, CA 92590 ------- • � (909) 676-1944 �' � N 89'49'21 " UU 389.54' "'' 16. PURSUANT TO THE CITY OF TEMECULA ORDINANCE NO. 90--•12, THE (909) 699 5251 CONSTRUCIION N�`��5DEVELOPER SHALL INSTALL ALL REQUIRED CABLE TV FACILITIES. PARCEL MAP NO, 13 271 / VACANT ' 1`7tE;M D95C21 POT 100 0 UAt4T I I**f � � 17. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT u-r (IN TZIGHI - or- WA'( 90 0 RELIEVE THE APPLICANT AND HIS ENGINEER FORM THE RESPONSIBILITY II•U(I&XVORT) UNCOM9ACTI✓n qO CY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING R T 1 M I L 1 Y PER G.O.T. 5`ID. 20'7A N.A. . CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS 1 GO 5 AUC C4 M�� CA DR V�t�A P P R/W R1w I 4a 2'0 40 80 160 SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW 44 '�5 O AND APPROVAL. 3 CON5TRUGT T1 FS A-0 CUR16 A GU11V M9 C.0-T. 5-10. ZOO 384 Ur a CON51R 01 5106WA1 K 966 C.o.-T. 51005. 400 � 401 Z 3OU 5F ASSESSOR'S PARCEL NUMBER .. a>` » CONSRUC-T A.C.PAyrtMWT @(3.33 (MIN.) Twex 240 TONS �AISTr C G IZ' I �. -- 40 t I r r/AV1 R TO MCH CH I 921-330050 @COMIRUG-rbASS COUWoE @ O-U-I CMIN-) THICK 255 CY GRAPHIC SCALE 1%X 15T. A C RoAO WA`s �o10 �1 SG �- 2°�o MIN. �p U1 I• ' MIN. EA`THE VER' IM EXIST. A.C. PA\1WS9� '�' �... --�.. Uq $� G .� 1NVS)( (DGL�M c o C 1$ � o cv25 � � . � )COWS_r1?UGT cr"A.C, alts PER C.O.T. 5�r�. I i Z 2a 5H W�_t 1 0r 5 *T 1_rL� ala t r, N 5 250 I✓� SITY��rt Z ah 3 PLAN/PI�OI:IL� 1✓�'OSION CONS�Ot� K)R�MOUE �X15�T. CI-1AItJ t".INIC FEuc�. i - VRol�05�� pAvIMSN�t �� � 3 Or 3 5 fRIPiN� TRAFFIC CON11�0t, ENGINEERING VENTURES INC. 4 W' A•C• AGCY. E5A ft DIAL TOLL FREE ,� �� ;4 - LAND PLANNING * CIVIL ENGINEERING @RC-LOCA-TERC W n WA-rEER APPPRTF-NCS5 P R RCW D �� 1 5A t__�stl to I:. IZ 4 LAND SURVEYING 1-400-422-4133TIf a 11 INS�'I•ALL 5- �T LICT 1 �A T•. . . ,rdr,q ReLIMINAR`t I� VALUE.' 34` �/a MIN, 43500 RIDGE PARK DR., #202 * TEMECULA,, CA. 92590 , AT LEAST T1No DAYS • NO-t A PARI OF IH E5S INIPROvMMSM rS TO 15F. CONST RUCIFEV , N.�1".s�. �� � � L ,� .� .� ,a (909) 699 6450 (909) 699 3569 BEFORE You DIG 16-r 'THE PRVIC15S GR40INC•i PLAN PRGPAR5-C].,.a-Wr INC-F-'R1t�ca . T ,. 01 ov L,D q je6 co y: t V A V••I�4I�G A-C•VA'/VM�,/11/`AFWH' /�i`�� r ,, w1 �n q 151 co UNDERGROUND SERVICE ALERT Off' SOUTHERN CALIFORNIA M Q TRAN51-110h 6WT10N �RAL� E4 �1Z VIftp Al OURI,A`� ftwN( s w .. 4 Designed B Drawn B Checked B a CONSTRUCTION RECORD DATE BY REVISIONS ACC'D DATE BENCH MARK �"'' S � g y y yyyM hill Drawing No. SCALES DEPARTMENT OF PUBLIC WORKS 7 .M. J.M.M./CAD ,F,F, RECOMMENDED BY. DATE.' J MR Contractor RIVERSIDE COUNTY r 51 T101 'FROM 51A 11+1 10 STA 13rva2 P l�0644 Horizontal . G 0 r Ia eared Under Supervision Of STANDARD BRASS DISK ' ~- r r . ACCEPTED BY: DATE: 12 CLSPARCtL13til Ins ect'or STAMPED+ T--30--81 AS SHOWN Exp. ` �. �` ' Date1 aINC1pALNGIt�1GR �aR C1�`f �I`1Ca1N� ' C0�H69 Or MARGARITA. qD w�,: ,, slsgs� W. C WeIo4, �ClrP�ANS30LANAWh**f � vertical � �. � . RANAOLP F. i~LEMING, R.C. ��� � � •• . tmokAGA o. ,� Date Completed _ " A5 SNOWS Or, �.� .-` R.C.E. No. 45687 1Z 31 98 R.c.E. No. 47180 Ex.fres. 12 31 99 19819 Fog I�1 A5G PP 5CPOOL See 1 of 3�U�V• 10$33 - :�_- Ex Expires p - .�� r SP;�'• 29 I l-{' 23n•"1 g�1,nW C�• , EXISTING 430' V.C. P.1.=13+13.80 / 1110.48 EROSION CONTROL NOTES, 1. EROSION CONTROL IS REQUIRED FOR GRADING .. • OPERATIONS DURING THE RAINY SEASON FROM � OCTOBER 15TH TO APRIL 15TH. APPROVED PLANS � �► !� 7� � ! '� ARE REQUIRED FOR ALL ROUGH GRADING. UP .��► 'S �,� �j t3� r 20 IN CASE OF EMERGENCY CALL MR. TONY BOYD AT l 2.9� �� A � O �� d► � op,AR �x (909) 244-2823 (24 HOURS) . IVE � �, 3 . THE DESIGN CIVIL ENGINEER WILL SUPERVISE mmw�Ed .1 �� EROSION CONTROL WORK AND INSURE THAT WORK IS IN�• EXISTING GRADE O � REQUTRED)DANCE WITH THE APPROVED PLANS (IF � � �!FV Z•� CL OF RIGHTm-mOFm-eWAY •� d►� 4 . EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE � 0 RAINY SEASON. NECESSARY MATERIALS SHALL BE AVAI EXIS11 G 438' VeCo Polom"12+9125 / 1109.48 LOCATIONS TO TO FA ILITATE RAPID CONSTRUCTIONBLE ON SITE AND STOCKPILED AT F P •�?•p� 2, � TEMPORARY DEVICES WHEN RAIN IS IMMINENT AgA .IngeN OW♦ �x .? � �r .�, 5. DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT • THE APPROVAL OF THE CITX ENGINEER, we 1100 Q `9B •� ! � Q 0 '� � 6. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL !� Z • , S)► � ' � !� O� � 4..� !� -� �p �j1 � � �t�, GRADE O EXISTING Ewa BE IN PLACE AT .THE END OF EACH WORKING DAY WHEN THE 5-DAY RAIN PROBABILITY FORECAST � � •o' B � � 'o o •�� �.� 'O `� e � � x.> � �' 0F PANIGIAENT EXCEEDS 40%0 &07 � -.90 O.8 •S -Qs '�j e�� � 'SZ' RIGHT OF ,CL 70 AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALMmfBE L �' •�`� 2.97 'r � � � �Xi •B6 •� s ? e\_ �. DESILTOINGDBASOINSCHECK ETC.BERMS, SILT FENCES, AND 1095 ♦ TINY7011O S g EXIS N(3 GRADE O EOP � J d' 8. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL we A O, '�• �j ? � 12"T032" RIGHT OF CL � 3 S �ff TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC . TRESPASS ONTO AREAS WHERE IMPOUNDED WATER •X ,� CREATES A HAZARDOUS CONDITION. � x �Q 'Q j 89 PROP ED 4S0' VER CAL CURVE 9. THE CITY ENGINEER RESERVES THE RIGHT TO MAKE •- CHANGES OR MODIFICATIONS TO THIS PLAN AS DEEMED NECESSARY. 1090 �• O� O� 2�7 � .-,,.. 10. INFORMATION ON THIS PLAN ZS FOR EROSION OPENI�'a 32 IG-jHT oF' PROPOSED GRADE NCONTROL ONLY, ALL OTHER INFORMATION IS '" '" GRADE O EXISTING SUBJECT TO CHANGE. O TOP OF CURB -� � X1.7 � � TOP OF CURB 11. TEMPORARY EROSION PROTECTION IS REQUIRED FOR ximSZ' RIGHT OF CL 5U6 dog a VMS M SI' RIGHT OF ACL � PLANTINGMANUFACTartURED SLOPES PRIOR TO PERMANENT � 0 v.� N � r' 'mw f0m �4� 12. AREAS SHALL BE MAINTAINED IN SUCH A STATE THAT 1095 ♦ ,� nor so r U r' ,� FIRE ACCESS SHALL BE MA2NTAINED AT ALL TIMES � r' i G'� F '"r' �' Cs�, � �'' X1.7$ (INCLUDING ACCESS TO NEIGHBORING PROPERTIES) , � dUP �j ^ � M M � � 13 . THE CONTRACTOR SHALL CONDUCT THIS OPERATIONS rmo emo Cir' IN SUCH A MANNER THAT STORM RUNOFF WILL BE 'We x� ,� �� "" O : ^ � � � CONTAINED WITHIN THE PROJECT OR CHANNELED INTO W� w a�, ^ � � r-'Ago ow I `�, =� p � oo � o � THE STORM DRAIN SYSTEM WHICH SERVES THE RUNOFF PROPOSED 12:1 TAPER •Vm- •- M d d • '" � N N M . •- •- O ALLOWED TO DIVERT TO ANOTHER F FROM ONE A RUNOFF AREA REA SHALL NOT BE 1090 � 1� � -,w N0 v � M , � 14 * CONFORMANCE WITH THE REQUIREMENTS OF THESE PLANS SHALL IN NO WAX RELIEVE THE CONTRACTOR C� ^ lao 00 'r :46 � �- FROM HIS RESPONSIB�LITIES TO THIS SITE AND o RoPoB b UT t� bczlvEwa ADJACENT PROPERTIE TEMPORARY EROSION • o ENIN 1 T o '"' � M t4d CONTROL SHALL CONS 'T OF BUT NOT BE LIMITED TO CONSTRUCTING SUCH FAC��LITIES AND TAKING �... M SUCH MEASURES AS ARE NECESSARY TO PUBLIC AND PRIVATE PROPERTY AS A RESULT' OF THE °�' N M CONSTRUCTION OF THIS PROJECT. 1095 d PROPOSED TOF' OF � .C. DIKE 15. SLOPES CONSTRUCTED PRIOR TO OCTOBER IST SHALL BE TREATED FOR EROSION CONTROL PRIOR TO ' SCALE OCTOBER 15. SLOPES CONSTRUCTED AFTER OCTOBER Horizontal 1ST SHALL BE TREATED FOR EROSION CONTROL AS THE CONSTRUCTION OF SLOPE PROGRESSES IN �„� �0INCREMENTS OF 25 FEET OR LESS MEASURED VERTICALLY. Vertical 16. CLEARING AND GRUBBING SHOULD BE LIMITED TO 1090 , � � 4' AREAS THAT WILL RECEIVE IMMEDIATE GRADING* EROSION CONTROL MEASURES WILL BE REQUIRED TO PROTECT AREAS WHICH HAVE BEEN CLEARED AND 7+00 8+00 9+'00 10+00 112+00 1 %3+00 14+ 00 15+00 16+00 GRUBBED PRIOR TO GRADING QPERATION, AND WHICH ARE SUBJECT TO RUNOFF DURING THE PERIOD FORM THE RAINY SEASON, THESE MEASURES MAY INCLUDE BUT NOT BE LIMITED TO: GRADED DITCHES; BRUSH BARRIERS AND SILT FENCES. CARE SHALL HE EXERCISED TO PRESERVE VEGETATION BEYOND LIMITS EASEMENT NOTES � OFGRADING*' , 17. CITY APPROVAL OF PLAN DOES NOT RELIEVE THE Qt AN EASEMENT IN FAVOR OF GENERAL TELEPHONE COMPANY, DEVELOPER FROM RESPONSIBILITY FOR THE P.u.L' A CALIFORNIA CORPORATION, FOR rnANSMissloN of � p CORRECTION OF ERROR AND OMISSION DISCOVERED ELECTRIC ENERGY FOR COMMUNICATION AND OTHER PURPOSES ��-� �-� r�fj"J x�A•��JP� DURING CONSTRUCTION. UPON REQUEST, THE PER INST. NO.RIVERSIDE COUNTY�780 CAUFORNAED NOVEMBER 28, 1979. O.R. r A , r� �� A P N�' �� ,pV.�� RIGHT-OF-WAYREQUIRED PLAN - REVISIONS SHALL BE PROMPTLY AN EASEMENT RESERVED BY THE COUNTY OF RIVERSIDE FOR .ma � � r l�. A� 0� >>S SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 3398 1 RECORDED NOVEMBER SERVICEPUBLIC UTILITY AND PUBLIC 119 SA O.R. RIVERSIDE EPER SCOUNTY, '(, �x -'' � ��'��''` l\1�,�, �I > / � �> o CALIFORNIA. � � �,,:;,� ,. � � -�. XISTING 6' C & G 3 AN EASEMENT IN FAVOR OF RANCHO CALIFORNIA FOR SLOPE CIO � F�A�U�� 1N 1� �u���a µ,✓ L=y`� --� PURPOSES PER INST. N0. 37081 RECORDED APRIL 8, 1968. O.R. �' .RIVERSIDE COUNTY, CALIFORNIA. (NON-PLOTTABLE) � � � p p�` ;�;i:::;�.,, �r"'�" � � •'�"� ``� „T`"�`Y� ` N O 4 AN EASEMENT FOR PUBLIC U11UT1ES DEDICATED PER M.B. 54/25-30 � � 15-x-00 0 � CL OF R/W cfl AND P.M. 67/80. � � � �� � \O,r.��� �OVA � J � �4�00 � 13+00 � I � , �I F�i EXISTING 6' C & G � � r � � � �� 200 ►�. � o� D�� ,�� 3 ` � - - .. F� 10 EXISTING 6' SIDEWAL H EXISTING AI��, LI FENCE RIGH F-WAY 3 � NAI EXISTING ' . �7'�Opp9 � � 37x.25 30 � CURB CUT 'n,Gj Wj E).j k\_ 011) 194 PUNIP 81 PIN o o q 1�2 R �ANDS�APE � CONSTRUCTION Nqjroos s 6 , � 1 � p� AA o END PROPOSED C&4 MLNIM�M �� 1 $'r� 13�}$1.95 *(D GOIJSTaUCT COMM�,RICAI. D121USWAY MR G.O.T. g"1'b. 201A MATCH EXISTING TC $7 b .y, CONSTtZUGT TYPE A-(� CURB4GU?TG,R GSR C.O.T. STS. 200 Nb'� � �aop5t,.�5 r��� �i�r��0�J _�� `I 1 � Q CONSYRUCT 31g6Wpt,K DSR C.O.T. 57t�'9. 400 � 401 A X S 1NG �, P �.�,.o .u.s. giN��� ROW' ���� �r�r � �r� �Il r�P ��al �r�r� .^1 O CONSTRUCT A.C.nAV�M�ct�1T @ 0.3'J (MIN.) Tl-SICK �� � � c� � I r C-10 �p q.Za,a5) O CONBTRUCT SASE COu129� e o.l�r�(MiN) THICK Z4�� F W '� .,��1� �r�r� � �, � 1�� � E�'vs�a Uig �,�c. DA'C O CI,6AN CU'f I.Q'Wig)k ��ATH�a OVERLAY EXIT: A.C. PAV�.M�.1JT A0 � P¢Ec�� � i��µE�w $O CONSTRUCT U"A.C. DIKS PER C.O.T. STD. 211 )REMOUE EXIST. CHAIN LINK FENCE @RF.LO(;ATE RCWD WATER APPURT�NG�S aEt? RCWb ST�'9. ENGINEERING VENTURES INC. DIAL TOLL FREE 40 p 20 40 80 160 i� INaTa�t, 5ra�eT Li(aHT LAND PLANNING * CIVIL ENGINEERING / _-- 3E NOTE A PARS OF "(HESE IMPROV9M�.1J'r8, ro 6E coNs-rtzuc-ti�p LAND SURVEYING Q � --*800-422-"4133 5-r THE PaEC19E GR,�OING PLAN PR�pAREp i1( SNCaIN6�R11JCti 114 -� � VENTURES, INC. 0A-TED tel•2q•�Ig. 43500 RIDGE PARK DR., x{202 * TEMECULA, CA. 92590 AT LEAST TWO DAYS � 1"= L�.,Q 12 PROVInE A CION TACK OV�.RI�C! �xIOfING7 A•C. nav�M��r (A��a�r��n, (909) 699-8480 (909) 699-3869 BEFORE YOU DIG \10° 0 tRAti811tON 3�C1lON gu4U, � naOVln�p QT OV�CWI.A`( P�0INI SND). � � GRAPHIC SCALE LO96-I86cotv g5.151 CO UNDERGROUND SERVICE ALERT OF SO THERM CALIFORNIA ��S��na� ci- au � n � CONSTRUCTION RECORD DATE BY REVISIONS ACC'D DATE BENCH MARK SCALE_, S p�C'N � ,c � Designed By Drawn By Checked 8y � ' Drawing No. II•�•q� �.v.�. i Ab-7�.11l.T GpV�M�cNT 3�CTIOiy papuro� qu�?�aY � J.M.M./CAD RECOMMENDED B DATE: J� �a� � CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS Contractor � ..�,'� >i� � J.M.M. R.F.F. B�CTION FROM 31A II+qB TO 0�1A. 13+�'L 11-d•96 Horizontal No. 0 045C87 � p q P spared Under Supervision Of ACCEPTED BY: /DATE: /,Z 2 0�. pa�c�� MAp No. �3Z?� Inspector 1��= 40� � Exp. (?�1-.� ;; SEE SHEET ONE � ��pA laiN�r�2�0►� CITY Yr-NGIN��R ���� �� Vertical �J'� �/ RANDOL F. PEENING, 2: Daf e � � PLAN ANn PRON 1,� �0� 50l,ANA WAfDora c«npretea 1"� 4' COF Cp1.iF ' R.C.E. No. 45687 Ex ices 12-31-98 R.C.E. No. 47180 Expires: 12--31-99 19�' � F�� �N�i N6V P�ri/ ' 5�POOL Sheet 2 of 3 SEPT, 29, 1115 230-1 STI. nWC1. , r //0- TRAFFIC CONTROL oT" N i I A MINIMUM OF ELEVEN (11) FOO'' TRAVEL LANES MUST BE } MAINTAINED r o - 2 r NIG11T WORK REQUIRES WRIT'T'EN APPROVAL FORM THE DERARTMEN'T IN I .OF C W OR S. 3* ALL TRAFFIC CONTROL DEVICES MUST CONFORM WITH THE LATEST � �l�t� VOW"■+ EDITION OF CALTRANS TRAFFIC MANUAL. - .�.�' «K���070q Rio/ r 4o THE CITY ENGINEER OR 1113 REPRESENTATIVE HAS THE AUTHORITY L7►-Te� ` � �' `��- g5:6 �• o f TO INITIATE FIELD CHANGES TO ASSURE PUBLIC SAFETY, Ea• � pi � � � � •��© ��'�i�-�' so ALL TRAFFIC CONTROL DEVICES SMALL BE REMOVED FROM VIEW �. ��/k- 7 _..� � .: . r�.�.�r _ �. 0 ®. .. WHEN NOT IN USE r - © _ , N -� 9 9 Q Go WORK HOURS TO BE RESTRICTED TO 'a:30 A.Mr TO 3:30 P r M. ,�,,,•• - �< - /r . . .�?~--- `.." � Q 4 O � UNLESS APPROVED OTHERWISE, �' �,1Y/�,� �C.��,�.?.��C7/dI�/ � p O C 70 ACCESS WILL AE MAINTAINED TO ALL DRIVEWAYS OR OTHER �, �,o • � �'"�f�<L� Y�'r d �i�v,� 1��NG EME N`�'S MADE, �.._.�,;._.�''d � � �'�'• � OrUI���_ e- 00 STRIPING WILL OE REPLACED BY THE CONTRACTOR WITH TWENTY— � �~ m � illy FOUR (24) HOURS, IF REMOVED OR DAMAGED (OR REPLACED WITH TEMPORARY TAPE) 0 mommumm let 9. ALL WORKERS S�iAih, BE EQUIPPED WITH AN ORANGE VES. OR A ---' G � � �a .54 CWHITE VEST AT Na�GI��,) » ALL FLAGGERs SHALL ALSO AE � .�s'C.� 0 C,� EQUIPPED WITH A HARD HATr • C ?0( m FOUR )000P 10. .ALL TRAFFIC CONTROL DEVICES MUST BE MAINTAINED �'WE��`�Y0 CONTRACTOR. � A r f ) RS PER DAY, SEVEN �7) DAYS ��R WEEK 13Y� THE � � . ,•,,,,. , 119 TEMPORARY "NO PARKING" SIGNS WILL AE POSTED TWENTY-FOUR (2 4) HOURS PRIOR TO COMMENCING WORK* 12, ENCROACHMENT PERMIT NQ ,f 13 r TRENCHES MUST BE BACKFILLED OR PLATED DURING 11011-WORKINa .����'`.:��i�/µ�-_.•M-- HOURS 00 � h. • � V -14s CONTRACTOR TO PLACE AND MAINTAIN TRAFFIC CONE DELINEATORS FOR SCE TRENC1J CONSTRUCTION AS SHOWN, TRAFFIC CONE , CONFIGURATION TO COINCIDE WITH APPROPRIATE LANE CLOSURE. �,�����-~- _ � MINIMUM 12' LAN.ES ARE T0 BE MAINTAINED AND DELINEATED DY0000CONESr000, I �J i..,.,■. ...,..M CONTRACol `FOMR* TONY AQY D iiiiiiiiiii' �23950 OUTRIGGER DRIVE N � CANYON LAKE, CA 92587 � a . (9 0 9) 244-2033 R 74 ,�f/•..�T � � r�C� 7r' ,wr•�'"� / ..... ._ __ o y V N w f - Is, -e0 DD3 �`fr -.• .1.-.- "'ll r�. C 7: 1 D �•� rissi R 7A lie) N - _ 00d4 ` -' � T"llC7/0iV ti �/%ollilli'll, 00 . ni 'Coa fel -� P, .�ko to TEE M E U eomx 04 qA �011 -1,11 . AN 7 . ( !' �,. .,_•� r� r►• .;•' .• OE� vu 4 ° odpr ,� ,"'"""r".• / .. . QN�1��U6�C�l� � t __ C i7 03 is .....-- — s . ► W4. _ U. r ► d IMA OE! . I eof ,'INV j Bill r ��/ ' wow--*.....W •,.mow , / , . �,UMIA 101, , _ us r • c �"' ., 1 IL 930)Q 114 -r, -F Q s' ° _ 91- O w- 4 20 -•rssi� Isis �� J l 4 O r ' fir7 _.. . W---- / r/ -- �.. , , % C 00 10100 J., ,% �,/ pEffm ]EG'a"INMIS 11017CE TO NOTE: A[,L TKMCH pLxm5 Pu CAL-TRAh5 ST ANVARDS r� THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR DIAL TOLL FREE STRUCTURES SHOWN ON THESE, PLANS ARE OBTAINED BY A SEARCH OF ENGINEERING VENTURES, INC. AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO LAND G CIVIL ENGINES 1 -800-422-4133 EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE v CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO I&M SURVEM0 t AT LEAST TWO DAYS PROTECTUTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PL NS, AND IS RESPONSIBLE FOR THE PROTECTION OF AND 43600 RIDGE PARK DR., #202 * T'EMECULA# CA, 92090 BEFORE You DIG ANY DAMAGE TO THE E LINES OR STRUCTURES. TEL # (909) 699-e450 FAX # (909) 6199. 31389 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA �' _ . . E.V. 230 .1 DATE: 04/28/96 CONSTRUCTION RECORD DATE BY REVISIONS ACC'D DATE BENCH MARK ST AV � g1�► c'� Designed By Drawn By Checked By �C ALE � ��, ' . Drawing N'a. � Irl RF' Recommended B : • Date: ��' � r R15� RFF y �. DEPARTMENT OF PUBLIC WORKS Contractor �,,, � , r� or Qx a � 5637 �' I ese Play f®r e re area Under The Supervision Of: SEE SHEET 1 � No. C O � p � Inspector �„ 40' Exp.1 .-300 01 TRAFFIC CONTROL PLAN FOR, 7 � Accepted . . . Acce todBy: e•` Date Dat Vertical -4DOLPHNG .CPLIrocIea ��IN � �4CI�CYNCly� �Dato Com Ied R ?- f r ----,SCHOOL w � STSVISN W. GRESSWeLG, �`•C. . L� R.C.E. No. • - -�- K,.1 NIA . . � ���a� E� gyres. �� 3� 9� R.C. . No �� $o �'�.RC:�L �. � � ��' �'��� 9 Sheet 3 of 3 .. er#. f!