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965e_ss IN THE COUNTY OF RIVERSIDE SIGNING & STRI ING PLAN CITRUS HEIGHTS II TRACT NO , 36475 CONSTRUCTION NOTES & QUANTITY ESTIMATES ON SITE ���S�fifil AND STfi�fifi�fifi�fiG NOTES TPM APPLY THERMOPLASTIC 12" SOLID WHITE STRIPE 12"W PER CALTRANS. STANDARD PLANS, PLAN NO. A24E. ....................... ......... ...'...'.. 36 LF I . ALL TRAFFIC STRIPES. PAVEMENT MARKINGS. AND SIGNS SHALL BE REFLECTORIZED AND STANDARD SIZE. ALL STRIPING AND MARKING DETAILS SHALL MATCH CALTRANS STANDARDS PLANS T PMAPPLY THERMOPLASTIC "STOP„ LEGEND PER _ ......................... 2 EDETAILS. STENCILS FOR PAVEMENT MARKINGS SHALL MATCH CALTRANS STANDARD PLANS STOP STANDARD PLANS. PLAN N0. A24D. 2. THE CONTRACTOR SHALL REMOVE ALL CONFLICTING STRIPES• PAVEMENT MARKINGS. AND RAISED _ '� INSTALL STANDARD SIZE SIGN R1-1 ON TELESPAR PAVEMENT MARKERS IN ACCORDANCE WITH THE PLANS AND AS DIRECTED BY THE ENGINEER. ST R 4-1 IS POST AS INDICATED PER CALTRANS MUTCD CALIFORNIA........................................... 24 EA CITY OF RIVERSIDE � � TP 3, ALL CROSSWALKS SHALL HAVE 10 FEET IN BETWEEN THE 12-INCH WHITE OR YELLOW STRIPES. �� SUPPLEMENT, CHAPTER 2. p _ INSTALL STANDARD SIZE SIGN R2-1 ON TELESPAR 4. ALL DOUBLE YELLOW STRIPES SHALL HAVE 3-INCH PAINTED LACK LINE SEPARATING Y �,MR R2 1 �. B ARA ING THE YELLOW � TP I S POST AS INDICATED PER CALTRANS MUTCD CALIFORNIA........................................... 2 EA STRIPES. SUPPLEMENT, CHAPTER 2. 5 THE CONTRACTOR SHALL FURNISH AND INSTALL ALL TRAFFIC STRIPES, RAISED PAVEMENT MARKERS (RPMs), PAVEMENT MARKINGS, AND SIGNS IN ACCORDANCE WITH THE PLANS AND AS DIRECTED BY THEW1 -1 (RT) FIS] INSTALL STANDARD SIZE SIGN W1-1 (RT) ON TELESPAR ❑ POST AS INDICATED PER CALTRANS MUTCD CALIFORNIA............................ ENGINEER.. ........................................... TP SUPPLEMENT, CHAPTER 2. 5 EA 6. ALL PAVEMENT MARKINGS INCLUDING CROSSWALKS, LIMIT LINES, AND STOP BARS SHALL BE TR-36390 APPLIES WITH THERMOPLASTIC MATERIAL. ALL OTHER TRAFFIC STRIPES SHALL BE PAINTED IN TWO W1 -1 (LT) INSTALL STANDARD SIZE SIGN W1-1 (LT) ON TELESPAR COATS. I S POST AS INDICATED PER GAL TRANS MUTCD CALIFORNIA........................................... 5 EA SUPPLEMENT, CHAPTER 2. T. ALL RPMs SHALL BE INSTALLED WITHIN SEVEN WORKING DAYS OF ROADWAY STRIPING. ALL N w �cB EXISTING RPMs WITHIN THE PROJECT AREA SHALL BE REPLACED IN KIND OR REMOVED IN ACCORDANCE Q p o WITH THE PLANS, OR AS DIRECTED BY THE ENGINEER. SOP W1 -2 (RT) INSTALL STANDARD SIZE SIGN W1--2(RT) ON TELESPAR TP IS POST AS INDICATED PER CALTRANS MUTCD CALIFORNIA.............. 2 EA 8. THE CONTRACTOR SHALL INSTALL STANDARD SIZE SIGN PANEL ON 2" SQUARE PERFORATED STEEL cr_ Uj SUPPLEMENT, CHAPTER 2. TUBE POST WITH TWO PIECE ANCHOR AND SLEEVE, FASTENED WITH 3/8" RIVETS WITH STAINLESS N PROJECT STEEL MASHERS, UNLESS OTHERWISE NOTED. THE EXACT LOCATION OF ALL SIGNS SHALL BE J DETERMINED IN THE FIELD BY THE ENGINEER. Q S I T E W1 -2 (LT) INSTALL STANDARD SIZE SIGN W1-2(LT) ON TELESPAR TPF S POST AS INDICATED PER CALTRANS MUTCD CALIFORNIA........................................... 4 EA 9. THE CONTRACTOR SHALL REMOVE SIGNS IN ACCORDANCE WITH THE PLANS AND AS DIRECTED BY THE SUPPLEMENT, CHAPTER 2. ENGINEER. THE CONTRACTOR SHALL DELIVER REMOVED SIGNS TO THE COUNTY YARD OR AS DIRECTED BY LAKE EL SOBRANTE RD THE ENGINEER. W1 -4 INSTALL STANDARD SIZE SIGN W1-4 ON TELESPAR MA T H E►1 S � TPF S POST AS INDICATED PER CALTRANS MUTCD CALIFORNIA........................................... 2 EA 10. THE CONTRACTOR SHALL LAYOUT (CAT-TRACK) THE PROPOSED SIGNING, STRIPING, AND PAVEMENT SUPPLEMENT, CHAPTER 2. MARK I NGS IN ACCORDANCE WITH THE PLANS AND OBTAIN THE ENGINEER'S APPROVAL PRIOR TO ACTUALL V ICINITY MAP INSTALLATION. INSTALL STANDARD SIZE SIGN W1-5 ON TELESPAR NOT TO SCALE W1 -5 I S POST AS INDICATED PER CALTRANS MUTCD CALIFORNIA........................................... TP 6 EA 11 . PRIG TO RESTRIPING, ASPHALTIC EMULSION SHALL BE APPLIED TO ALL SURFACES THAT WERE SECTION 32 , TOWNSHIP 3 SOUTH, RANGE 5 WEST SASllPPNDBLASTED. LEMENT, CHAPTER 2 4 INSTALL STANDARD SIZE SIGN W3-1 ON TELESPAR WTP 1 [—S POST AS INDICATED PER CALTRANS MUTCD CALIFORNIA.............. SUPPLEMENT, CHAPTER 2. INSTALL STANDARD SIZE SIGN W14-1 ON TELESPAR LEGEND W1 TP I S POST AS INDICATED PER CALTRANS MUTCD CALIFORNIA........................................... 1 EA TYPE OF TRAFFIC STRIPING MATERIAL SUPPLEMENT, CHAPTER 2. T=THERMOPLASTIC, P=PAINT (2 COATS) INSTALL STANDARD SIZE SIGN W14- ON TELESPAR PINSTALL ° W14-O IS POST AS INDICATED PER CALTRANS MUTCD CALIFORNIA INSTALL PAVEMENT MARKING (AS SHOWN) PER PAGE A24A TP 9 EA FMIIW SUPPLEMENT, CHAPTER 2. THRU A24E OF THE STANDARD PLANS, CALTRANS TYPE NUMBER OF PAVEMENT MARKING. W=WHITE, Y=YELLOW PNWJW R- P INSTALL STANDARD SIZE SIGN R-RV ON TELESPAR PER RIVERSIDE COUNTY ORDINANCE 413, MUMIS POST .......................................... 2 EA """ SEE DETAIL THIS SHEET SIGN TYPE XW1 -1 Old INSTALL STANDARD SIZE SIGN W1-10 ON TELESPAR I S � MOUNT SIGN AS INDICATED TP I S POST AS INDICATED PER CALTRANS MUTCD CALIFORNIA........................................... 1 EA XX SUPPLEMENT, CHAPTER 2. �— MA=MOUNT ON MAST-ARM. MP=MOUNT ON POST OR POLE. SP=MOUNT ON SIGNAL POLE. TP= MOUNT ON TELESPAR POST. WHITE LETTERS RED BACKGROUND INDEX OF SHEETS _ 24„ SHEET NO. DESCRIPTION RED BORDER f 1 TITLE SHEET WHITE BACKGROUND 2 SIGNING AND STRIPING PLAN 7.. 3 SIGNING AND STRIPING PLAN j RED LETTERS 4 SIGNING AND STRIPING PLAN E-- PARKING""l-A- 1.5"30„ RV'S/TRAILERS WITHIN _ RESIDENTIAL AREAS 1„ or o RIV. CNTY. ORD. 413 1 W CAUTION: ■ 211 EXACT LOCATION OF EXISTING UNDERGROUND FACILITIES IS CV Comv%,1U ���eJ� R- Uj RV RV DETAIL BGR NO. 150181 UNNON. CONTRACTOR TO A CITY VENTURES COMPANY NOT TO SCALE I VERIFY IN FIELD. • ID' IG NOTE: SEAL-ENGINEER BENCH MARK= 5620 FRIARS ROAD SHEET N _ _ TR 3675 EE 0. �`1(� WORK CONTAINED WITHIN THESE PLANS SHALL I.P. No. f50©53 ALEIX 1 �- sA�DI>:co,eA 9211.0 �#iYERtIE C(�.�TY BM M 84 1971 DESCRIBED AS FOLLOWS O t� TM NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT (�F ESS 619.291.0707 , ,7 MILE FAX:619.291.4165 SOUTHEAST ALONG LA SIERRA AVE (�F RIVERSIDE Atm/4R GRADING PERMIT HAS BEEN ISSUED. � EDj NG3NEERINGCO�IPANY ncken �neering.co, FROMTi� INTERSECTION OF LA SIERRA F SCHE©Ut E A v AVEAWE AND VICTORIA AVE;50 FEET WEST San Die Riverside Sacramento orange �'haeaur V Sn Tucson THE PRIVATE ENGINEER SIGNING THESE PLANS IS � W' �' (�` LA SIERRA AVE; 2 FEET NORTHWEST ; CALL � � -- Q' RESPONSIBLE � ,7O SIGNING E ONSIBLE FOR ASSURING THE ACCURACY OF PP 716 �� � FEET EAST �� A � ISI_ G STRIPING PLANS: i— BEFORE PREPARED UNDER THE ECTION OF. MARKER POST. CL U� DESIGN AND ACCEPTABILITY OF THE WORK HEREON. � � �, d CITRUS HEIGHTS II' e. YOU ���. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY rro.ss�9 , � DATE BY . MARK APPR. DATE � � ELEV. F SHEETS , , APPROVAL OR DURING CONSTRUCTION THE PRIVATE s CIVIL DATUM:LOCAL DATt�t -, 1— j' ��� ��� ��©� TRACT N ENGINEER SHALL �' � cr R ALL BE RESPONSIBLE FOR DETERMINING AN ENGINEER REVISIONS � MARK DINA ,JU E ISIONS COUNTY � GAR 66939 v ct a , UNDERGROUND G OUN SERVICE ALERT IC ACCEPTABLE a �� - ABLE SOLUTION AND REVISING THE PLANS FOR F 1. SCALES , 1 4O FOR. w C� H W.G. COUNTY' -. d _at least WOrf�idays prior to 4 t Y excavating. DATE.. APPROVAL BY THE COUNTY. REGISTRATION DESIGNED BY. AE DRAWN BY. AE CWECKED BY. MM:J ATION EXPIRES 6-30-18 CV COMMUNITIES, L FIE N Rai 7 55CTtrus Hei ht v - Va LC L D. � 1 Cf tl�She tslSignfl7q Striptng_Plans\97355 SS_01.dgn PLOT DATE 28-MAR-2017 JN 17358 REMOV 65' EX, RE AIL 22 CENT R STRIPE i REMOVE 65' WEET --�-_ EX. I�ETA IL I CENT R ST t tCUMQUtAt_C1�CLE IS R1 -1 TRACT 1 NO ,) 36390 TP 0IS R-RV 0 20 PM 12"W JP ��J o 1300415 ... � � TP 30 o PM' STOP r R1 -1 TRACT J. s J ' m ETP JP NOo 130045 N PM 12"W cl IS'TF-1 / \_PM S TP RV STOP �9 ULO 00 Is WP- 1 - + ' v R2-1 Fl—sl W1-2 (LT) � 1 S RP-1 ! TP i S a, TP CPI S W3-1 L c Is 1 -1 tam Uj TP IS W1 -2 (RT) � � of TIP TPS LLI' 13 – 15 EGEND , (THIS SHEETY: r� STP TYPE OF TRAFFIC STRIPING MATERIAE_ s W1 -2 tLT> 8 eL TP . [IS TP T=THERIPLAST I C, P=PAINT (2 COATS) 7 1�-- INSTALL PAVEMENT MAREC I NG (AS SHOWN) PER PAGE A24A os THRU A24E OF TIME STANDARD PLANS, CALTRANS / � Is W14-2 - TP 16 TYPE NUMBER. OF PAVEMENT MARKING. W=WHITE, Y=YELLOW 15� _ I S 1 -1 W3-1 S I GN TYPE TP I S TP IV, IS XX XX— MOUNT SIGN AS INDICATED d� IS W14-2 ,3 TP �— MA=MOUNT ON MAST-ARM. o a� MP=MOUNT ON POST OR POLE. Is Rl RP-1 SP=MOUNT ON SIG++NAL POLE. TP MOUNT ON TELESPAR POST. W1 - 11 SPEED ' t Fl-s]TP IN LIMIT STOPIN r � �© 25 N IS TP W1 R2--1 R1 -1 Wi -2 (LT) W1 -2 (RT) y 1a PARKING 01 Wf11IV ` If A WA, R1 -1 1 S R1 -1 RN.CNTY.tRD,413 W'I -1 (LT) W1 -4 W1 -5 IS TP TP ,. Is W14-2 R-RV TP NO �' is WP-1 OUTLET 20 20 W3-1 ' 301130 is TP �1 W14-2 W3-1 W'1 -1 (RT) N ` S W1 --I tLT) N3 TP 1 _ 111 15 m 14-2 S TP CONSTRUCT I CSN NOTES IS RP-1 T 4 PM APPLY THERMOPLASTIC 12" SOLID WHITE STRIPE PER � 1 "W w f S CALTRANS STANDARD PLANS, PLAN NO. A24E. W1 -1 (RT) 1a' � V) T APPLY THERMOPLASTIC "STOP" LEGEND PER TP a STOP P� CALTRANS STANDARD PLANS, PLAIN NO. A24D. � �! N i Ui INSTALL STANDARD SIZE SIGN ON TELESPAR POST AS � � R1 -1 SIGN IS INDICATED PER CALTRANS MUTCD CALIFORNIA FI-S] � SUPPLEMENT,. CH6ETE.R 2. TP . � ' � 29 ,_ ISWP-5 CTP_1 I S , kA – 30 31 35 36 • CC �. 3q -0, cis ��'`.. - VW � _�3— 3t .mow .1 C3 GC1 ~rteUj 00 ~`` S WP_51 $ ' now �. FIS]WTP — 3 + W 10o 50 0 100 200 300 CUTINa �_ (b lu ION E..Sao GRAPHIC SCALE 1" = 100' I EXACT LOCATION OF EXISTING < 0) kl4z:4 � � �, � UNDERGROUND FACILITIES IS � woo W z UNKNOWN CONTRACTOR TOJU BGR We 150 18 1 y VERIFY IN FIELD. _ DID': 8 33C375376 ui NOTE: zSEAL-ENGINEER WORK CONTAINED WITHIN THESE PLANS SHALL III 5620 FRIARS ROAD BENCH MARKIG ALEft� �R 36975 SHEET NO. v T NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT 619.DIEGO,1.070 CA 92110 I.p. No. 150453 �p�ESS/ � 619.291.0�07 _ o AND/OR GRADING PERMIT HAS BEEN ISSUED. ', (FAX)619.291.4165 1 ENGINE RTNQ COMPANY ricken ineerin .co: Cowry l t i'f�I✓ a t.} fl1 c� t-- q __ $ SCHEDULE fi THE PRIVATE ENGINEER SIGNING THESE PLANS IS San�� giver W �. v eg side Sacramento ©range Phoenix Tucson GALL <. .. SEE SHEET 1 ,�, RESPONSIBLE FOR ASSURING THE ACCURACY OF SININC ST . BEFORE DESIGN AND ACCEPTABILITY , OF THE WORK HEREON. ,, , , , PREPARED UNDER THE D E TION OF. � �t.�' YOU OIG! w IN THE EVENT F Q O DISCREPANCIES ARISING AFTER COUNTY DATE BY MA No.s6939 CITRUS HEIGHTS II F SHE RK APPR. DATE � � . _ APPROVAL OR DURING CONSTRUCTION, THE PRIVATE s Cr<v1L c o a 1--800-227 26©0 N TRA � ENGINEER SHALL BE P T N '� RESPONSIBLE FOR DETERMINING AN ,� ENGINEER REVISIONS COUNTY � MARK" cs : � I:�NDER. - "� JUGAR 66939 GROUND SERVICE ALERT ACCEPTABLE SOLUTION F 4 , �,.� ANI) REVISING THE PLANS FOR F _ CA SCALE a 1 4O FOR.- Cog Q# H a bay# rr W.t�. 2 working da prior # _ _ ;_ � 0 8XC€IvatiTl . ' COUNT APPROVAL BY THE COUNTY. X31 _ _ DESIGNED BY. AE 7 �. DRAWN DATE. BY. AE CHECKED BY. MMJ REGISTRATION EXPIRES 6 3O 1I3r Va CV COMMUNITIES, LLC FILE NO RA17558-Citrus Heights\CiviRSheets\Signing-Striping_Plans\17358-SS_02,dgn PLOT DATEa 28-MAR-2017 A 17358 I I Cis t- 40 MWAW Wcy �— is R1 -1 I S W3-1 - —0 o TP TP 0� W (a9 13 14 ¢> 42 I _ 15 16 £ co� a, LEGEND (THIS SHEET ) : R1 -1 _ I 4 W14-2 TP I S WP-1 ( T) I S TP i TP I S WP-1 (RT) TYPE OF TRAFFIC STRIPING MATERIAL IS TP 1s 8 1 IV 18 r _ 1S R1 -1 _ T=THERMOPLASTIC, P=PAINT (2 COATS) TP 18'18' I sl W1 -5 �, V P IV INSTALL PAVEMENT MARKING (AS SHOWN) PER PAGE A24A IV Pr THRU A24E OF THE STANDARD PLANS CALTRANS TYPE NUMBER OF PAVEMENT MARKING. W=WHITE, Y=YELLOW a e VV o _ 18'18' `. • . : ,.. N S W1 -2 (LT) = 1$ 1 C2 TP 11 /'. SIGN TYPE P I S TP_1 I � TP_1 XX FSI MOUNT SIGN AS INDICATED I S W14-2 W1 -1 (LT) XX S WP-1 `� 14 15 TP I TP MA=MOUNT ON MAST-ARM. ' MP-MOUNT ON POST OR PULE. `�--- - SP=MOUNT ON SIGNAL POLE. I S RP-1' `� TP-MOUNT ON TELESPAR POST. To,P 1 IS W1 -5 TP R1 -1 W1 -2 (LT) 20 20 3030 ' W1 -1 (LT) W1 -1 (RT) W1 -5 COQ NO OUTLET , AIA' _.. 00.00 _ )VO. 4 CONSTRUCTIOSI DOTES uj N INSTALL STANDARD SIZE SIGN ON TELESPAR POST AS cn 4*ui SIGN Efl INDICATED PER CALTRANS MUTCC? CALIFORNIA TP SUPPLEMENT, CHAPTER 2. N t Lu m � h Ln h C) X100 100 50 0 100 200 300 LIJ GRAPHIC SCALE 1''' = 100' CC CL ' a CAUTION CD EXACT LOCATION OF EXISTING UNDERGROUND FACILITIES ISBGR UN NOON CONTRACTOR TO 150181 � VERIFY IN FIELD. flTD: 8 33C375376 rr NOTE, SEAL ENGINEER BENCH MARK: 5620 FRIARS ROAD TR 36475 LNo.N • 160063 SHEET NO. WORK CONTAINED WITHIN THESE PLANS SHALL SAN DIEGO,cn 92110 r DIG ALR NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT pESS/p "i. 619.291.0707 V TM (fAX)619.291.4165 COUNTY OF RIVERSIDE W p AND/OR GRADING PERMIT HAS BEEN ISSUED. 6,, ,(�� F ENGINEERING COMPANY rickengineering.co 4 _ SCHEDULE A San tare o Riverside Sacramento Oran'e rx Tucson ca cn � �. � g g SEE SHEET 1 w L THE PRIVATE ENGINEER SIGNING THESE PLANS IS G ,> GAL_ _ TlTI STRIPINGPLANS c� RESPONSIBLE FOR ASSURING THE ACCURACY OF n Id -it 0­1W M PREPARED UNDER THE D CTIDN OF BEFORE DESIGN AND ACCEPTABILITY OF THE WORK HEREON. ^� CITRUS HEIGHTS TI f L C3 r ► N0.66939 ' You DIG! IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY F ;MEETS w.¢ DATE BY MARK APPR. DATE � civil .� APPROVAL OR DURING CONSTRUCTION, THE PRIVATE* �Q TRACT N r 64 a 0- I-8©U-227-2600 .� . F DETERMINING AN T MARK A JUGAR 66939 ENGINEER SHALL BE RESPONSIBLE OR DETER I ENGINEER REVISIONS COUNTY F � _ � 4O ::FOR, �.� SERVICE ALERT � � SCALE W.O. UNDERGROUND SERV C ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR f CAS _ � HOUNTY a w _ , w 3 1 r DAT. . REGISTRATION E E ISTRATION EXPIRES 6 34 18 tin F N Cad at st 2 working days prior t0 excavating. V IL O. Ott � y P 9 APPROVAL BY THE COUNTY. DESIGNED BY. AE DRAWN BY. AE CHECKED BY. MMJ V: C COMMUNITIES, LLC E R4\1735 .Citrus Heights\CivTKShoits\Slgning-Striping-Plans\17358_SS_03,dgn PLOT DATE: 28-MAR-2017 JN 17358 1 : See P�leerlvoA , 3 AP �. ISW1 -4 TP . I S TP-1 15 ` W14-2 0 W3-1 h° I � TP � �a TP 0 _ Is W3_1 I S R1 -1 TP 8 IS TP I S RP-1 \ ' HTP (RT) a 0 W _ TP 9TP Is W11 -1 (RTAC C; ISTP LU W 4o a i ETP W3- UJI TP Uj Iry W1 -1 (LT) S TP L W1 -1 (LT) ' L M'D (THIS I SH ET ) ■■ e 8 R1 -1 IS TP is TP 1 TYPE OF TRAFFIC STRIPING MATERIAL /0' T=THERM PLASTIC, P=PAINT (2 COATS) Qp. , , P INSTALL PAVEMENT MARKING (AS SHOWN) PER PAGE A24A IV q THRU A24E OF THE STANDARD PLANS, CALTRANS gs �a , TYPE NUMBEROF PAVEMENT MARKING. W=WHITE, Y=YELLOW 47 I SIGN TYPE ♦ I S Tp_1 XX 1 1S — MOUNT SIGN AS INDICATED IS TP-2 (LT) XX MA=MOUNT ON MAST—ARM. MP=MOULT ON POST OR POLE. SP=MOUNT ON SIGNAL POLE. TP=MOUNT ON TELESPAR POST. .{ ♦ \ Is WP_ 1 is Wl TO, TP ilk R1 -1 WI -2 (LT) W1 -2 (RT) W1 -10d TP ♦ TP — — La WI-10d W1 -1 (LT) W1 -4 W1 _5 _ I S TP-1 ' -- 13_� UJ N, DEAD NO W3 1 S TP 12 END OUTLET I S W14_1 � ��� mm son TP , W14-1 W14-2 W3-1 W1-1 (RT) CONSTRUCTION NOTES ISP4-2 1 NSTALL STANDARD SIZE SIGN ON TELESPAR POST AS c> SIGN IS INDICATED PER CALTRANS MUTCD CALIFORNIA ` LLJTP SUPPLEMENT CHAPTER 2, W 01 100 50 0 too 200 300 �WCA _T GRAPHIC.. SCALE 1'" _ 100` ZMI k ~ EXACT LOCATION OF EXISTING ' UNDERGROUND FACILITIES IS UN NOWN. CONTRACTOR TO VERIFY IN FIELD. WQID. 8 33C375376 c� NOTE SEAL-ENGINEER BENCH MARK: 5620 FRIARS ROAD WORK CONTAINED WITHIN THESE PLANS A SHALL IR 35475 I.P. No. 150053 SKEET N0. E� DIG t � SAN DIEGO;CA 92110 NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT N ESS! . 619.291.0707 U TM �� �� FAX 619.291.4165 AND/OR GRADING PERMIT HAS BEEN ISSUED. p �� c COUNTY OF RIVERSIDE M 1 F ,tr NGINE R rick en ineerin .co SCIEDUL San Mego t@versdSacramento Orange �,aemx ������ CALL THE PRIVATE ENGINEER SIGNING THESE PLANS IS � SEE SHEET 1 4 RESPONSIBLE FOR ASSURING THE ACCURACY OF SIGNING PLANS r-- BEF PR P _jDRE DESIGN AND ACCEPTABILITY OF THE WORK HEREON4=Q . ,,,,, �, ,,, EARED UNDER THE DI CTION OF: a. , W DG. .� YOU IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY DATE BY MARK APPR. DATE � CITRUSKEIT 11� 4� -__ E SHEETS APPROVAL OR DURING CONSTRUCTION, THE PRIVATE 4r cavi c� 00- _ - 1�OU 227 2b©O TRACT I�+ . 64 0: ENGINEER SH __ R . ALL BE RESPONSIBLE FOR DETERMINING AN ENGINEER REVISIONSr COUNTY � MARK A J AR 66939 F tT�1I�E GRt�I7NI� SERVICE ALERT _ , ACCEPTABLE SOLUTION _ IO AND REVISING THE PLANS FOR _ t1 \ w , c�z F � SCALES : 1 40 FOR..�� H W.O.IW _. C at COUNTY :. Call !fit 2 working � prior ,d QI r # : e _ APPROVAL RO AL BY THE COUNTY. DATE, REGISTRATION TRAT NED BY AE ION EXPIRES 6 DRAWN BY. AE /�. /+y/ y J 30 18 _ r; CI�kECKED B I r IaY�cJ /t�/ R.\17 Cltrus ,� _ COMMUNITIES-..LLC FILE. NO. Het ht \Ct tt\Sheets\S1 1n -Str-t to ..Pions\17358--SS_t4.d + 9 P 9 PLOT DATEe 28-MAR-2017 A 17358