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942U Tr31795 6/6/2006 Signal Plan Menifee Rd Heritage Lake Roa Menifee Rd Heritage Lake Road POLE SCHEDULE CONDUCTOR SCHEDULE AWG SIZE CIRCUIT 6 POLE DATA SIGNAL HPSV LUMINAIRES SIGNAL MOUNTING PED.PUSH BUTTON • POLE LOCATION ILLUMINATED SIGN CABLE TYPE OR POLE NO. TYPE HEIGHT M. A. M.A. WATTS VEH. M.A. PED. TYPE PHASE QUAD "A" "B" MESSAGE (dbl.face)** z� A3 z� A 12 WIRE POLE 0 2/0 2/0 2/0 2/0 - - - ® 26-4-161 30' 45' 15' 200 SV-2-T 2 MAS SP-1-T - - - AS SHOWN 4' Heritage Lake CABLE POLE © - 1/1 1/1 1/1 - - - © 19-4-161 30, 25' 15'* 200 SV-1-T MAS SP-1-T B 4P N AS SHOWN 6.5' Menifee POLE © - - 1/1 1/1 - - - © 26-4-161** 30' 20'** 15' 200 SV-1-T MAS** SP-1-T B 4P S 14' 4' Heritage Lake POLE OD - - - 1/1 1/1 - - © 1-A 10' - - - TV-1-T - SP-1-T B 6P W 14' 4' - POLE OE _ _ - 1/1 1/1 1/1 - O 19-4-161 30' - 15' 200 - - - B 6P W 14' 4' - W POLE OF - - = 1/1(F)1/1(F)1/1(F)1/1(F) F 1-A 10' - - - TV-1-T - SP-1-T - - - 14' 4' - 3 WIRE - - - - - O CABLE I TOTAL 2/0 3/1 4/2 7/5 3/3 2/2 1/1 ` r p IISNS 2 2 2 - - - - * - LUMINAIRE ROTATED 90 DEGREES COUNTER-CLOCKWISE TO SIGNAL ARM " ' ' #12 PEC - - - - - - - • PED. PUSH BUTTON (2" DIA. PER ADA REQUIREMENTS) W II ** - FUTURE 45' MAST ARM, INSTALL ADAPTOR PLATE FOR TEMPORARY MAST ARM. �/ I TOTAL 2 2 2 12" R i II FLASHING BEACON - - - - - - - Q I "oI #1 0 LUMINAIRES 2 2 2 - 2 2 - J ' TOTAL 2 2 2 2 1 2 2 - Underground Service Alert 12" °� `� I - - - - - - - g I W 1.5 C, 1 DLC T ; 6—PR #19 SIG. INT. /It I o `'t j 02 - 2 2 2 - - - V � FORE y°G Cali: TOLL FREE 12„ �4 = - - 3 3 = _ o G' DETECTOR 05 2 2 2 C) 1 -800 _ - - 0 422-4133 — LEAD-IN 06 - - - 2 2 2 2 12" � i CABLE GA LU - - - - - - - TWO WORKING DAYS BEFORE YOU DIG = I TOTAL - 4 4 9 5 2 2 OPTICOM CONDUCTORS 1 2 3 1 3 1. PERCENT FILL 32 26 34 30 27 18 21 C, 1 DLC I DETAIL A CONDUIT SIZES 2" 3" 3" 2-3" 3" 3" 3" PHOTOELECTRIC CELL DETAIL 1.5 C WITH PULL ROPE , FOR FUTURE SIC MENIFEE ROAD 2"C,2#6 Io (F) = FOR FUTURE USE PEU 5 PE O " 2"C,2#10,2#12 � � 1 120 VOLT SERVICE 120 VOLT SERVICE R/W (IISNS,LUMS,PEC) 1 7 ' � � � R/W� --LJ------1------ 5 • To 06 04P 6P F 2"C, 1 DLC 1.5"C, 1 DLC 0 ISNS TO EDISON VAULT _ ------------- LUMINAIRES F---- _ — 1 06 , #6 CURB _ _ _ _ _ O CONTACTOR CONTACTOR -j— 05 -�_ - 30 AMP, MERCURY 60 AMP, MERCURY ' TEST SWITCH i +I 4 3 i R9-3A 0 6J3L 4 MAST-ARM DUAL TYPE V PEC WIRING DIAGRAM 3 ' R9-3 4 ; 1.5"C, 1 DLC 6J2L -- ---- 06 N ; 6J3U N 405' TO X-WALK 6J2U BACK CLAMP ------------------------- MAST-ARM MOUNTING ------------------- W/4 BOLTS -- ---- --- ----- ---- ------------------- --- ---- -----------r' _-_---- CLAMP FOR (ASTM A-307) 7/16" DIA HOLE IN CLAMP ' E�____________________�---- ----------- ---- --- SPECIF 3 7DRILL SUPPLIED WITH A TYPE "F" 5J1U iv 5J1 L 05 MODEL 711, 721 OPTICAL DETECTOR N3/8"-16UNC BLUNT POINT TAPPING SCREW ------------------------- ----------------- ---- --- --- -- ---- - ____ PTI AL DETECTOR DETAIL (PILOT HOLE TO BE 405' TO X-WALK 00 --------------------------FIELD DRILLED) 2I1U N 2 3NO SCALE 1/4" 1 nCLAMPI - ---2I�J1------- `�NOTCH OR - - - - ---i DETAIL A FOR DRAINAGE R3-4 02 -- - PLAN VIEW 2I L — — + — — — — — — ---- � 164+00 2I3L ; 04 16 +DO 04 � 162+0 � � ELEVATION R9-3A 59+00 1 4 R9-3 EP �� 4�' — -�'2 04P (TYPICAL FOR 8' ISNS) 10' I _ - - - - - - - 5T _ - - - - 6T O I REMOVABLE �1 2 -4 -2' i 5T — — — B 6T 32' — 46' CAP — — - ------------------------------------------------------ I --- 24' FROM 1.5"C, 1 DLC 2"C, 3DLC POLE BASE SCALE: 1 "=20' 1' 8' 1 UL APPROVED WATER TIGHT THIRD TAB FOR 8' ISNS IISNS MOUNTING DETAIL ELECTRICAL BOX DETAIL "C" NOT TO SCALE CONSTRUCTION NOTES 1' TRIANGLE BARRIER �1 CONSTRUCT FOUNDATION FOR TYPE 332 CONTROLLER CABINET PER STANDARD PLANS ES-3C. B FURNISH AND INSTALL TYPE 170E CONTROLLER ASSEMBLY. 3 PHASE DIAGRAM W �2 FURNISH AND INSTALL TYPE III-BF SERVICE EQUIPMENT ENCLOSURE(3 WIRE SERVICE WITH 120V METER). E.C. p FURNISH AND INSTALL TYPE V PEC AND PEU IN SERVICE EQUIPMENT ENCLOSURE. COORDINATE SERVICE CONNECTION WITH DAVE BRENGMAN, AT SOUTHERN CALIFORNIA EDISON. (951) 928-8344. TYPE E LOOP DETECTOR SAWCUT DETAIL NOT NOT ; Q ii EDISON SERVICE TO BE PROVIDED TO THIS POINT PER TRACT UTILITY PLANS. USED w USED RpFFESSI �3 FURNISH AND INSTALL OPTICAL DETECTOR MODEL 711 PER DETAIL THIS SHEET. WpJ oP � � W W E Fobs %\ ❑4 INSTALL DESIGNATED SIGN. PER MUTCD AND 2003 CALIFORNIA SUPPLEMENT. , , , 01 02 03 04 06 SG: 1440 LU No. ' z 30 15 10 1 A - A m Q 0 w C-20258 m ❑5 FURNISH AND INSTALL 3" CONDUIT AND PULL ROPE TO EDISON VAULT. SEE NOTE ❑2 TYP. TYP. TYP. TYP. Z n T-0854 � ' NOT NOT O SERVICE USED USED O ADDRESS: J'� L/TRP tiP 9� 10' 27246 LU CALIF TYP. GRAPHIC 10 S20 40 Menifee Rd 05 06 07 08 LOOP PLACEMENT DETAIL POLE LOCATION DETAIL IN FEE ON SIGNAL URN cc W AFA File: 948.001 MENIFEE-HERITAGESIGNAL.DWG 2:29 PM 04/10/06 NO SCALE 1 inch =20 ft NO. REVISIONS: APPR. DATE RECOMMENDATIONS COUNTY OF RIVERSIDE TRACT NO. 31795-1 IP#050038 OQROFFESSIN TRANSPORTATION DEPARTMENT Al/ST/N-FOUST ASS OCIA TES /NC. REVIEWED BY DATE ��� o A. o F4 .f �� Na Tti APPROVED BY COUNTY OF RIVERSIDE TRAFFIC ENGINEERING AND TRANSPORTATION PLANNING Y 33950 g m 2223 WELLINGTO AVENU , SUITE 300 SANTA ANA, CALIFORNIA 92701-3161 * EXP. 6-30-06 * G G 0 SCALE: BENCH MARK: INTERIM OF 5 SHEETS TELEPH 1 7-0496 FAX (714) 667-7952 P. CIVIC- KH A. OT E 33950 DATE SIGNAL PLAN 1 = 20 v DATE: -�� 9TF� CALZF� oo, 6l� e6 MENIFEE RD & HERITAGE LAKE DR LE JOE FOU CE 20258 EXPIRE 9-30-07 R DATE DATE: ECOMMENDED q�-v BARRIER CONDUCTOR SCHEDULE POLE SCHEDULE AWG PHASE DIAGRAM CABLE SIZE TYPE OR AAAz� AA \ CUIT POLE DATA SIGNAL HPSV LUMINAIRES SIGNAL MOUNTING PED.PUSH BUTTON • POLE LOCATION ILLUMINATED SIGN M. A. " » » » MESSAGE (dbl.face)** 1' TRIANGLE ' 12 WIRE POLE OA 2/1 1 2/1 2/1 - -NO. TYPE HEIGHT M.A. WATTS VEH. M.A. PED. TYPE PHASE QUAD A B NOT � CABLE POLE © - 1 3* 1/3 1/3 ® 26-4-161 30' 45' 15' 200 SV-2-T 2 MAS SP-1-T B 2P W S SHOWN 9' Rouse p USED ; _ - - - POLE © 1/1 1/1 - © 19-4-161 30' 25' 15'* 200 1 SV-2-T MAS SP-2-T 2P N AS SHOWN 6.5' Menifee POLE OD - - - 1/1 1/1 - - © 26-4-161 30' 40' 15' 200 SV-1- 2 MAS SP-1-T B 4P S 14' 4' Turtle Point TYPE E LOOP DETECTOR SAWCUT DETAIL 01 02 03 04 POLE OE - - - 1/1 1/1 1/1 - O 1-A 10' - - - TV-2-T - SP-1-T B 6P W 12' 4' - -----► POLE OF - - - 1/1(F)1/1(F)1/1(F)1/1(F) O 19-4-161 30' 25' 15' 200 SV-1-T AS - B 6P W 14' 4' Menifee USED p 3 WIRE O 1-A 10' - - - TV-2-T - SP-1-T - - - 14' 4' - - 30' 15' 10' 1' TOTAL 2/1 3/4 4/5 7/8 3/3 2/2 1/1 D05 06 07 08 TYP. TYP. TYP. TYP. IISNS 2 2 2 - 2 2 - * - LUMINAIRE ROTATED 90 DEGREES COUNTER-CLOCKWISE TO SIGNAL ARM 1 , #12 PEC - - - - - - - O - PED. PUSH BUTTON (2" DIA. PER ADA REQUIREMENTS) TFUTURE 45' MAST ARM, !NSTALL ADAPTE)R PLATE FOR TEMPORARY MAST ARM. YP. TOTAL 2 2 2 - 2 2 - FLASHING BEACON - - - - - -1 - LOOP PLACEMENT DETAIL #10 LUMINAIRES 2 2 2 - 2 2 - O TOTAL 2 2 2 - 2 2 - 12" -PR SIG. INT. - - - - - - - PHOTO-ELECTRIC CELL DETAIL W J 12" I ' 01 - - - 2 2 2 2 PEU 02 - 2 2 2 _ 120 VOLT SERVICE 120 VOLT SERVICE ! ' 12" DETECTOR 04 - - - 2 2 C' LEAD-IN 05 2 2 2 - �— - - - - ~ �s' �z' CABLE 06 - - - I 2 PEu I S N S TO LUMINAIRES 14' 12' 1 4' 20' 08 (1 F) 3(1 F) 3(1 F) 3 i TOTAL 3 7 7 13 6 4 4 30 AMP, OMERCURY 60NTACTO NAMP,TMERCURY DETAIL A ! OPTICOM CONDUCTORS 2 4 1(F) 1(F) - TEST SWITCH 2 C, 6 PR. #2.0 1.C. PERCENT FILL 18 18 24 31 17 18 11 DUAL TYPE V PEC WIRING DIAGRAM 2"C,2#6 4 4 ' ;� �; 6 0 CONDUIT SIZES 3" 4" 4" 2-4" 4" 3" 3" 2"C,2#10,2#12 I (F) = FOR FUTURE USE * COIL 25' OF ONE 3 WIRE CABLE FOR FUTURE US . R/W (IISNS,LUMS,PEC) 1 ' _ ' �; _ 7 R/W BACK CLAMP MENIFEE ROAD --- 6P 04P -- 6P \0 » 2"C, 6 PR. #20 1.C. W/4 BOLTS 6 - _ _ 2 C, 1 DLC 1.5 C, 1 DLC 9 (ASTM A-307) 7/16" DIA HOLE IN CLAMP _ - _ _---_---_-- 08 4 _ __ . "�-��6 _CURB SPECIE 3/ I SUPPLIED WITH A TYPE "F" EDISON HANDHOLE �� R3-4 08 - _ - - -� I 3/8 -16UNC BLUNT #6 , _ _ POINT TAPPING SCREW I (PILOT HOLE TO BE ' 05 FIELD DRILLED) 4 I ' 3 R9-3A 1/4' -- --- - -- -- -- - --- -- — -- i— ---- --- — -t — ---R 3- 4 _ 6 J2L 6J2U CLAMP - NOTCH OR 7t- L ---- -- ---- --- -------------------- _PLAN VIEW FOR DRAINAG i 06 -------------- --- ------ 1.5"C, 1DLC_ N 2 _04 405' TO X-WALK , O ELEVATION 6J2L ---- - -- ------------------------------------------- -------------------- - --- - ----------------- - ------------------------------ ---- ---- -- 5J1 U N 5J1 L ' 01 05 (TYPICAL FOR 8' ISNS) - - - C- i i V 1 I1 L -C-4 1 I1 U MAST ARM 10' ----------------------- ------------------------------ ------ 4 ------------------ ---- ---- ----- ------ 1 2 i 405' TO X-WALK t_____________________ _ -- --------------- - ------------ -------------------- 2I2U - - REMOVABLE i N ' 3 i N -- - -- ---- --- ------- -- 212L------- -------------------------- CAP .__ R3-4 -- ---------------------------------------------------------- ' 3'4� 02 --- MAST-ARM MOUNTING — — — — ------- — L I 24 FROM 2I2U + - --- ----- -- , --- --� 4 — -�-- -- -- - --- - - ------- �------- — - - - - - - CLAMP FOR POLE BASE 212E 04 04 MODEL 711, 721 OPTICAL DETECTOR ' OPTICAL DETECTOR DETAIL 1' 8' 1° UL APPROVED EP " ' 1 1 7 R=25 04 4 R9-3A WATER TIGHT --- --- ---- R9-3 IISNS MOUNTING DETAIL ELECTRICAL BOX 04P - - --- -- --- NO SCALE THIRD TAB FOR 8' ISNS - - - - - - 02 A 5T DETAIL "C" 5T ��- -- - - _ 7 NOT TO SCALE — — R/W #6T 0 R/� — " 8 - � 5T W­—,,'% 1.5"C, 1 DLC - ---- - --- -- --- -- - 2 C3DLC -- -- R=25 - - - - -- -- --- ---- - - - -- - -- -- - --- -- SCALE: 1"=20' �- _ -r -- - - - -- - - - --- -- -- CONSTRUCTION NOTES ---- - -- --- -- -- -- - --- I� 8 6;7 6L - �1 CONSTRUCT FOUNDATION FOR TYPE 332 CONTROLLER CABINET PER STANDARD PLANS ES-3C. -T20' - - - - -- 1-- FURNISH AND INSTALL TYPE 170E CONTROLLER ASSEMBLY. 2❑ FURNISH AND INSTALL TYPE III-BF SERVICE EQUIPMENT ENCLOSURE(3 WIRE SERVICE WITH 120V METER). Underground Service Alert FURNISH AND INSTALL TYPE V PEC AND PEU IN SERVICE EQUIPMENT ENCLOSURE. COORDINATE SERVICE CONNECTION WITH DAVE BRENGMAN, AT SOUTHERN CALIFORNIA EDISON. (951) 928-8344. ! EDISON SERVICE TO BE PROVIDED TO THIS POINT PER TRACT UTILITY PLANS. �F ORE y 8 ' o 0 Call: TOLL FREE �3 FURNISH AND INSTALL OPTICAL DETECTOR MODEL 711 PER DETAIL THIS SHEET. 1 —800 �4 FURNISH AND INSTALL DESIGNATED SIGN. PER MUTCD AND 2003 CALIFORNIA SUPPLEMENT. U 422-4133 Ose » 5 FURNISH AND INSTALL 3" CONDUIT AND PULL ROPE TO EDISON HANDHOLE. SEE NOTE �2 IJ B Q r --r�- �6 CONST. 6" A.C. DIKE PER RIV. CO. STD. DWG. NO. 212. PROVIDE 6' GAP FOR PEDESTRIAN ACCESS. -+ E.C. TWO WORKING DAYS BEFORE YOU DIG 0 p �7 CONST. 0.25' A.C. PAVEMENT OVER 0.50' A.B. CLASS II. Q Z QROFFESSj ® CONST. 0.50' A.B. CLASS II. ;i O O E. FOO �F M FURNISH AND INSTALL 2"C, 6 PR. #20 I.C.�� TO CONTROLLER NE CORNER MENIFEE AND HERITAGE LAKE I m � Z a No. (1322 TO q . FURNISH AND INSTALL 2 C., 6 PR. #20 I.C. FROM CONTROLLER AT MENIFEE AND HERITAGE , - SG: LAKE TO THE CONTROLLER AT NW CORNER OF MENIFEE AND McCALL (1294' TO FURNISH AND A - A _m 1441 ILA T 0854rn INSTALL NECESSARY #5T PULL BOXES WITH MAXIMUM SPACING OF 200'. + W F�~ * Uj J� � o � SERVICE ADDRESS: sj L/TAP tiQ 9. ALL VEHICLE HEADS SHALL BE 12" L.E.D. - BUILT OF LIF B U I L T P L GRAPHIC SCALE 26996 CA CF I0 0 5 10 20 40 Menifee Rd CORRECTIONS N �• ,►���1u��t 'r �s. �• POLE LOCATION DETAIL IN FEETONGNAL DATE:URN AFA File: 948.002 MENIFEE-TURTLESIGNAL.DWG 4:20 PM 09/11/06 NO SCALE I inch =20 ft. Im ' NO. REVISIONS: APPR. DATE RECOMMENDATIONS COUNTY OF RIVERSIDE TRACT NO. 31795-1 IP#050038 p ADDED PHASE 1 & 8, SIGNS, LOOPS, PAVEMENT, INTERCONNECT ' REVIEWED BY DATE OQFzOFASSI� TRANSPORTATION DEPARTMENT 5 RUST/N-FOUST ASSOC/A TES, //VC. � NO 0�y� APPROVED BY COUNTY OF RIVERSIDE TRAFFIC ENGINEERING AND TRANSPORTATION PLANNING 33950 r� 2223 WELLtNGTON, A ENUE, SUITE 300 SANTA ANA, CALIFORNIA 92701-3161 * EXP. 6-so— 17,0O C, SCALE: BENCH MARK: INTERIM9g * KHA H AN R 33950 DATE „ _ , SIGNAL PLAN OF 5 SHEETS TELEP E /1 ' 667-0496 FAX (714) 667-7952 s� orvt�- T tiP _ 20 DATE: j2 -a� 9�OF CALIF ��r°� MENIFEE RD & TURTLE POINT DR FILE NO: JOE E. 0 ST, RCE 20258 EXPIRE 9-30-07 E ENDED DATE DATE: Y2-V { PINACATE RD. 74 Z COUNTY OF - RIVERSIDE O w MCLAUGHLIN RD. SITE ® �`S DOUBLE TRACT NO . 31795 � 1 215 BLVD. R� BUTTE PARK MCCALL W � GRAND AVE. LIGHT . IMPROVEMENT PLA PRIMARY w ACCESS SIMPsON RD. cry°°ti � o o° Ci MENIFEE RD. FUTURE ST. LIGHTS q BY OTHERS (TYP.) STREET N S TRACT BOUNDARY }� }^ T RD W 441"', J o N EWP OR 160 161 162 163 164 165 166 - 167 168 169 170 171 172 173 174 r c �' R _ ............. ... _. ........_ ......... ... .. .._..._... .,.... .... _.... 7f VKVM_41 fl10 MAP w STREET fiGH Y N I\ 1 I N0 J N.T.S. _ __.. SECTIONS 23 & 24 , T5S, RX SBM 2 __..,.....__._.___.. , ..____-_,_.._..____-,_. _._,_ ...._._.._____,__._____._._ .... . -__-- _ ------------------- g -_--------- _._,,__._ r_,.._,. -- ------------- - - ---- _ ----- _ THOMAS BROS. /a/ _ __— ----r r rrrr rr _�_ —�, r— _— rrrrrrrr—rrr _.. .. _..._._.,........_ _...,..._,.._.._.,� —_— rrrrr r--- __ �� — . w+r .. " -«.,, ^i>i / >r.c 1iY!riAii'i=—•� - . -- --- —[--- i . .'i• ., ..!IgR:z- f __.,_-. ... ..__. !.. . - . a1L .,,,.«.AI......_ sr .,l........_,-,... T 1131 = I JLu , N I O) � J 17 TR. warn 5-3 CO 8 9I � t:3 i 4 I 1 ?to J B } \ ' \ xsa e � - � E ' .2 �' � ( \v, p ' ii _ ACT BOUNDAF4Y I ; I i HERITAGE LAKE DR. GRAPHIC SCALE r . 60 0 30 60 120 180 . `. ROUSE ROAD . I 1 IN FEET c� 1 inch = 60 ft. V) \ t/) W Ce ?C ' -" FUTURE ST. LIGHTS TRACT BOUNDARY MENIFEE RD,� BY OTHERS (TYP.) Lh Mxtt�,_�j -,i I f \ CD ........_...._ _- _, _ _ ..... ... ,....__._ ,.___., ,..---...... ft 177 178 179 180 181 182 183 184 185 186 187 188 189 - - -- . _..19� W--- - __ ----� M 1 w ».,,_... _...... ........ .....,.—. __.,,. .........' .._....... .. ......._ .,...-....,._. .......... .....-..,. ._.,...., ,,..,._._„_. _..._.. ....,_,...._ �.. ,_ _.,_ .... ... `\ 01 to LO f . r TR, `may" 17-95—1EX. R W �, N W _ - _._ --- --r-- f U. —.—.—--------- ---------•-- ---- —rr—r ---r—r— rr------ •------.r--- w---- _--_ ! I .:S:D � ti—w—._—.----r— -------- —_ 1\ .,. —w. —r—rr—r--r---ter--r --- : a ._.. ..__...w........._... ....- 3 Sy,. w. IW — — \ { uj _ i i (t 1 ' ....... is ..ti.K I L / � ii 41 � t; i�l.. I�. i` �'I� �.w I t �. � i 1, � i ,.. I jS( .,.. j i! ...,.-._....,. ....,._........... .. ....._.,_... __,......,..._ ..,..-�+1: —. I— :L..,_ 1' I` i I I �; _ ; H 187+78+98 Ll_ _ I f .�_.._.._.._ �� - - _.. __.__._._._._ !ff ST. LIGHT jp Lu f ! , ..._....— ..-,__....._ ..._._-......—._... —Km_......_.._..... 1 1•` i l 4 _... J -,- -� 31795 1 CO '�' [ ' ( i '{' .,r. 1 1 '" W N ~ {j t 4 7 1A 00 1 1 I ! i I �� � � ' i i � 1 i € � '• 317P5-4 ! ,,I M� T!r"E.t311' R I , a I rr I 11 1 I I 11 I 11 2 IT M ( tO,""�"• 3 °`/ f __... • •` , 3111I ! F TRACT BOUNDARY i , $ i ) 0 22 = 1' dl ;; -}- ' a i , . d i 3 ? ; ; 0 * ' J 11 GRAPHIC! SCALE TURTLE POINT 60 30 60 '20 '80 Loc�►TbN MAP DRIVE ( IN FEET ) ;f r � 1 inch = 60 ft. GENERAL NOTES: 3 f t 5-1 o 10 1. ALL WORK SHALL CONFORM TO REQUIREMENTS OF THE RIVERSIDE COUNTY TRANSPORTATION cn _ PARK �\ ►- # -i; DEPARTMENT, IMPROVEMENT STANDARDS AND SPECIFICATIONS, COUNTY ORDINANCE NO. 461 d ilk AND SUBSEQUENT AMENDMENTS. ca ' .._- ___........._.__._,___.__....-_._-___ _._.._. .__-._� _ :.._: ' " + 2. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY FOR AN � _.._._....._..__. ....._.....__._ , ......... NRIGHT-OF-WAY. _ _,._.._- _- ^ -- ._. ,_. f ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN COUNTY _. . __ .. m". ..__.-. ...._ _ _.._.....__.__... _.._._ ._.................. _._..__..__. __...___._....... __..__._._._._.. ___._.._...__._. __ - _..... 3. UNDERGROUND - -_ CONTRACTOR SHALL CONTACT 7 2 00 AT LEAST 48 HOURS J PRIOR TO ANY EXCAVATION. THE CONTRACTOR ACCEPTSALL RESPONSIBILITY FOR ANY AND ALL DAMAGES ___.-._.. .__ _...__... .._._..__. ..... ... .. ,._ _.......... ... ......... ........._...____ _......- ...._-.... ..._.._.._ - - TO EXISTING UTILITIES. J 0 MILES OF MT PALOMAR 36 38 _ 1 r 37 _ 39 40 4 THIS PROJECT IS WITH �, r 5. SCE SERVICE PLANNER , WORK ORDER NUMBER — to 00 N }� \—TRACTAR Y • Z t. r! BOUNDARY _._. �- LEGEND 0 -;: w ` t HERITAGE LAKE DR. N — — a J� TRACT BOUNDARY � - « } m RIGHT OF WAY - - �� 3 ,- to 0 PROPOSED STREET LIGHT o N STREET LIGHT CONSTRUCTION NOTES: QN /� FUTURE STREET LIGHT ?s L� 10 INSTALL STREET LIGHTS PER RIVERSIDE COUNTY STD. NO. 1000 MODIFIED (BY OTHERS) i 55 WATT L.P.S., LUMENS, 26'f 1' MOUNTING HGT. 2 EA. LA GRAPHIC SCALE 11 INSTALL STREET LIGHTS PER RIVERSIDE COUNTY STD. NO. 1001 MODIFIED EXISTING STREET LIGHT y o u r . so 0 30 so 120 180 135 WATT L.P.S.,- LUMENS, 31'f 1' MOUNTING HGT. 7 EA. N DIAL TWO WORKING 22.500 STREET LIGHT MOUNTED ON y.t BEFORE DAYS BEFORE TRAFFIC SIGNAL MAST o YOU DIG YOU DIG ( IN FEET ) TOLL FREE 1--800-227-2600 1 inch = 60 ft. g o A PUBLIC SERVICE BY UNDERGROUT-.) SERVICE ALERT I.P. 050038 NOTE: SEAL-COVY COUNTY OF RIVERSIDE �� SEAL-E ER DOUSL"Bfli WJf AM A880CIATES BENCHMARK' TRACT NO. 31M5-1 m SHEET N0. o , WORK CONTAINED WITHIN THESE PLANS SHALL NOT TRANSPORTATION DEPART' NT consulting Civil Engineers RIV. CO. BM M-13-63 DESCRIBED AS FOLLOW: COUNTY OF RIVERSIDE COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A QROFESS/pN Q� SS/ON IN THE INTERSECTION OF LINDENBERGER RD C� GRADING PERMIT HAS BEEN ISSUED. / ���4 A.OTyF APPROVED BY: ����3'��,5 W.e�ygl�� RVINE,557 ACA. 92618 FAX (949) 777-4303 AND SIMPSON RD, A 1-INCH IRON PIPE AND SCHEDULE "A" z TAG MARKED COUNTY SURVEYOR IN A CAP ov THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ul No.33950 Z Z 9� a No.28946 WELL MONUMENT. STREET LIGHT PLAN o Z KHAL A. OT AN E. DATE: P / � HERITAGE LAKE PHASE 2rOF:7LSHEETS Q ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. R�Vi5E CU, S• - �' � fly a .'E/70, ,R Exp. 6�30%6 � * Ex .3 31 07 * ELEVA710N 1444.021 Q J_5 _ nT R.0 3950 -30-06 U. 0 a IN THE EVENT OF DISCREPANCISE ARISING AFTER COUNTY APPROVAL OR .�, � `� CIV11. �1�P � CIV11. �P PREPARED BY: R.C.E. N0. 28946 SCALE; Q DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE DATE BY MARK z R. DATE OF CA1-�FO� Gl-- ��.� -71211 or �OF CA1.� r FOk W.O. COUNTY F- FOR DETERMINING AN ACCEPTABLE SOLUTI- N AND REVISION THE PLANS - I�VISIONS ' . NTY R MMENDED BY: wILLDAN DATE: DATE: _ EXP. DATE-- 03/31/07 H: V: STANDARD PACIFIC FlLE NO�y� "' FOR APPROVAL BY THE COUNTY. ENGINEER COUHOMES COUNTY OF RIV RSID0 PINACATE RD. 74 Z O It] MCLAUGHLIN RD• t: 31795 �y TRACT NO , PRIMARY ACCESS S DOUBLE 215 BLVD ui Ro BUTTE MCCALL w PARK LL SIGNALS AND SITE z GRAND AVE- SIMPSON RD. SIGNING AND STRI ING AN 002 Cf.oho SECONDARY w co ACCESS w 0 o m GENERAL SMING & STRIPING NOTES: GENERAL TRAFFIC SIGNAL NOTES. NEWPORT RD. 1.ALL REQUIRED STRIPING PAVEMENT MARKERS AND SIGNAGE SHALL BE PROVIDED AND INSTALLED BY THE CONTRACTORS. 1. ALL. PULL BOXES SHALL-BE 05 UNLESS OTHERWISE INDICATED OR 10. A MINIMUM OF 6 FEET OF SLACK SHALL BE PROVIDED AT EACH PULL BOX, 2. ALL STRIPING AND PAVEMENT MARKING REMOVALS SHOWN ON THE APPROVED BY THE ENGINEER. MAXIMUM SPACING SHALL BE 500'. AND 20 FEET OF SLACK SHALL BE PROVIDED AT EACH CONTROLLER CABINET FOR SIGNAL INTERCONNECT CABLE. PLAN SHALL BE REMOVED BY SANDBLASTING OR GRINDING AS DIRECTED 2. ALL SPARE CONDUCTORS SHALL BE CONTINUOUS, WITH 6'OF SLACK. NOTICE TO CONTRACTOR 1AiC� M BY THE ENGINEER. N.T.S. IN EACH PULL BOX. 11. ALL VEHICLE INDICATIONS SHALL BE 120. ALL SIGNAL HEADS THE EXISTENCE AND LOCATIONS OF ALL UNDERGROUND UTILITIES (UTILITY PIPES, STRUCTURES, ETC.) SECTIONS 23 AND 25, T55, RA, SBM 3. THE LOCATION OF ALL SIGNS SHALL BE DETERMINED IN THE FIELD BY AND BACKPLATES SHALL BE METAL WITH LOUVERS. ALL LENSES SHOWN ON THESE PLANS (MAIN LINES ONLY - NO SERVICE LATERALS) WERE ASCERTAINED BY A REVIEW THOMAS BROS. THE ENGINEER. 3. DETECTOR LOOP CURB TERMINATIONS SHALL BE TYPE Ox PER STANDARD SHALL BE GLASS. OF RECORDS PROVIDED BY THESE MEMBER AGENCIES AND ARE APPROXIMATE. NEITHER THE OWNER NOR PG. 838, G-4, G-5, G-6, H-6 PLAN ES-5E. THE ENGINEER ASSUMES ANY RESPONSIBILITY FOR UTILITIES NOT SHOWN OR NOT IN THE LOCATION SHOWN. 4. DOUBLE YELLOW STRIPES SHALL HAVE A 3 INCH PAINTED BLACK LINE 12. ALL 12" RED, YELLOW, AND GREEN VEHICLE SIGNAL FACES THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SEPARATING 4 INCH YELLOW LINES. 4. A MINIMUM OF 2 FEET OF CLEARANCE SHALL BE MAINTAINED BETWEEN SHALL UTILIZE LIGHT EMITTING DIODE SIGNAL MODULES. -" SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. LOCATIONS OF 5. THERMOPLASTIC CROSSWALKS SHALL HAVE 8 FEET BETWEEN 12 INCH TELEPHONE CONDUIT AND ELECTRICAL CONDUITS. UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO COMMENCEMENT OF CONSTRUCTION. WHITE STRIPES. 13. ALL PEDESTRIAN SIGNAL FACES (COMBINATION PEDESTRIAN SIGNAL) SHALL CALL UNDERGROUND SERVICE ALERT (U.S.A.) 1-800-227-2600 AT LEAST 2 WORKING DAYS PRIOR TO 6. TURN ARROWS SHALL BE LOCATED AS SHOWN ON THE PLANS UNLESS 5. A MINIMUM OF 15 FEET OF CLEARANCE SHALL BE MAINTAINED BETWEEN UTILIZE LIGHT EMITTING DIODE SIGNAL MODULES. -° - EXCAVATION. OTHERWISE DIRECTED BY ENGINEER. TH"ONTROL.LER CABINET AND THE SERVICE EQUIPMENT ENCLOSURE. THE QUANTITY ESTIMATE SHOWN HEREON IS FOR THE USE OF GOVERNING AGENCIES IN DETERMINING 14. ALL UNUSED TENONS SHALL BE CAPPED IN A WATERPROOF METHOD AS DIRECTED BOND AMOUNTS AND/OR FEES AND IS NOT TO BE USED FOR BID PURPOSES. 7. STRIPING LAYOUT(CAT-TRACKING)SHALL BE APPROVED BY THE 6. ALL PULL BOXES IN UNIMPROVED AREAS SHALL BE TRAFFIC BEARING. .,ot; BY THE RESIDENT ENGINEER. ENGINEER PRIOR TO INSTALLATION OF STRIPING. UNIMPROVED AREAS ARE DEFINED AS LOCATIONS NOT PROTECTED BY LEGEND 8. ALL EXISTING RAISED PAVEMENT MARKERS WITHIN THE PROJECT AREA CURB AND GUTTER. SHALL BE REPLACED IN KIND AS DETAIL ON THE SIGNING AND STRIPING 7. OBTAIN APPROVAL FOR EXACT EQUIPMENT LOCATIONS PRIOR TO FINAL O SHEETS PLAN AND AS DIRECTED BY ENGINEER. PLACEMENT. STRIPING LAYOUT (CAT-TRACKING) SHALL BE APPROVED 9. SIGN SHALL BE DELIVERED TO THE RIVERSIDE COUNTY MAINTENANCE PRIOR TO LOOP DETECTOR INSTALLATION. YARD, 2950 WASHINGTON STREET, RIVERSIDE, CA. NOTE' 10. ALL NEW SIGNS SHALL CONFORM TO THE FEDERAL HIGHWAY S. ALL DETECTOR LOOPS SHALL BE ROUND(6' DIA.)WITH 10' MINIMUM SPACING ALL TRAFFIC MARKERS AND TRAFFIC LINES ADMINISTRATION MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR $ETWEEN LOOPS IN THE DIRECTION OF TRAVEL AND CENTERED IN THE LANE TYPICAL DETAILS INDICATED PER CALTRANS STREETS AND HIGHWAYS(MUTCD), 2003 EDITION,AND THE MAY 20,2004 UNLESS OTHERWISE INDICATED. INSTALL DETECTOR LOOPS V BEHIND LIMIT L STD. PLANS A20A THRU A24A UNLESS OTHERWISE SHOWN. CALTRANS MUTCD CALIFORNIA SUPPLEMENT. SIGN CODES WITHIN OR CROSSWALK UNLESS OTHERWISE INDICATED. LOOPS SHALL BE TESTED A PARENTHESIS SHALL REFER TO THE SIGNS CONTAINED IN THE MUTCD APPROVED PRIOR TO FILLING SAWCUTS. CALIFORNIA SUPPLEMENT.ALL OTHER SIGN CODES SHALL REFER TO THE 2003 MUTCD. 9. ALL CONDUIT SHALL BE 2 INCH RIGID STEEL UNLESS OTHERWISE INDICATED. ALL CONDUIT PLACED UNDER PAVING SHALL BE INSTALLED WITHOUT OPEN CUTTING. I I I I is MEN/FEE ROAD A WENIFEE ROAD / ._1.....__ .. 'i.::..a.... .. _ .. .:'JCL-.._. .._r Z .3. a.,. 1 i f' 7 T o A _ �_ _ ------- — --•� — _ — -- _ _ r y - r. Ing r -.: rY c.a ..-,. r'. ,_, r,.!'. ..' r•N: .. P ;-`_: . :s s :±..y. :s.r:v .: r- v^'.J: xa .,.y 1Y"T ". y ,:.. ._.,_ SFr": - �• i I L40CALL BLVD HERTAGE LAKE DR TURTLE POINT DR PROPOSED SIGNAL PROPOSED SIGNAL PROPOSED SIGNAL a 1'=150'aptumv— N I o) ' CONSTRUCTION NOTES AND QUANTITY ESTIMATE W LEGAL DESCRIPTION eENERAL CONSTRUCTI NOTES er t�oNm Olt er MOM a 1. ALL MATERIAL AND WORK SHALL CONFORM TO THE JULY 1999 STANDARD NO. DESCRIPTION QTY• QTY. UNIT m THE LAND SHOWN HEREON IS SITUATED IN THE COUNTY OF RIVERSIDE, STATE PLANS AND SPECIFICATIONS OF THE STATE OF CALIFORNIAOF i m NIA, AND DESCRIBED AS FOLLOWS: DEPARTMENT OF TRANSPORTATION. 1 APPLY THERMOPLASTIC WHITE PAVEMENT MARKINGS, WORDS AND ARROWS PER 9 EAn A PORTION OF THE SOUTH 1/2 OF SECTION 24, TOGETHER WITH A PORTION OF 2. LOCATIONS OF ALL UNDERGROUND UTILITIES ARE APPROXIMATE.THE CALTRANS STD. PLANS A24A THRU A24E AS INDICATED ON PLANS. THE NORTHEAST 1/4 OF SECTION 25, BOTH IN TOWNSHIP 5 SOUTH, RANGE 3 CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS AND VERIFY 2 APPLY THERMOPLASTIC MEDIAN ISLAND PER CALTRANS DETAIL 21. 50 LF z WEST, SAN BERNARDINO MERIDIAN, ACCORDING TO THE OFFICIAL PLAT THEREOF, ALL CONDITIONS ON THE JOB SITE PRIOR TO COMMENCING WORK.THE w TOGETHER WITH LOTS 1 THROUGH 16 INCLUSIVE OF OLIVELAND RANCHO'S CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL 3 PROTECT IN PLACE. 1 LSD, SUBDIVISION OF THE NORTHWEST 1/4 OF SAID SECTION 25, AS SHOWN ON MAP o RECORDED IN BOOK 2, PAGE 14 OF MAPS, RECORDS OF SAID COUNTY, DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY 4 PAINT 8° WHITE STRIPE PER CALTRANS DETAIL 38. 370 LF a TOGETHER WITH PARCELS 1 THROUGH 3 INCLUSIVE AND LETTERED PARCELS 'A" LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.THE 5 PAINT 4 SOLID WHITE STRIPE (NO DETAIL). 3t� � THROUGH "H" INCLUSIVE, AS SHOWN ON PARCEL MAP NO. 12,013, RECORDED CONTRACTOR SHALL NOTIFY ALL CONCERNED UTILITY COMPANIES AT 00 IN BOOK 59, PAGE 41 OF PARCEL MAPS, RECORDS OF SAID COUNTY, TOGETHER LEAST 48 HOURS IN ADVANCE OF EXCAVATION. CALL UNDERGROUND 6 PAINT 4' DASHED WHITE STRIPE PER CALTRANS DETAIL 12.. 5,0W LF UDM WITH LOTS 989 THROUGH 992 INCLUSIVE, LOT 998, LOT 1003, LOTS 1009 SERVICE ALERT AT(800)227-2600. HAND DIG UNTIL CLEAR OF 7 REMOVE EXISTING DELINEATOR WITH SURFACE MOUNTED RIGID BASE. 5 EA a W) THROUGH 1011 INCLUSIVE, LOTS 1032 THROUGH 1034 INCLUSIVE, LOTS 1058 OBSTRUCTIONS AS DIRECTED BY THE ENGINEER. THROUGH 1063 INCLUSIVE AND LOTS 1074 THROUGH 1079 INCLUSIVE, 8 REMOVE CONFLICTING STRIPING, SIGNING. 1 LS TOGETHER WITH PORTIONS OF LOT 990, LOTS 993 THROUGH 997 INCLUSIVE, 3. SEE CALTRANS STANDARD PLANS ES-1A AND ES-1B FOR SYMBOL AND 9 PAINT MEDIAN ISLAND PER CALTRANS DETAIL 29. Z200 LF LOTS 1004 THROUGH 1008 INCLUSIVE, LOTS 1027 THROUGH 1031 INCLUSIVE, ABBREVIATION LEGEND. o N LOTS 1037 THROUGH 1042 INCLUSIVE, LOTS 1055 THROUGH 1057 INCLUSIVE, 10 1 PAINT MEDIAN ISLAND PER CALTRANS DETAIL 31 8,885 LF vi LOT 1064 AND LOT 1065, TOGETHER WITH PORTIONS OF LETTERED LOTS 'A" a „ " " „ 4. EXITING PRIVATELY OWNED IMPROVEMENTS ON PUBLIC RIGHT-OF-WAY 11 PAINT 4" WHITE STRIPE PER CALTRANS DETAIL 27B. 602 Q.(RUSSEL ROAD), N (MCKINLEY ROAD) AND S (MATEROS ROAD), ALL IN LF BE PROTECTED OF REPLACED,AS DIRECTED BY THE ENGINEER. ROMOLA FARMS NO. 10, AS SHOWN ON MAP RECORDED IN BOOK 15, PAGES 29 12 APPLY 12" SOLID WHITE LINE PER CALTRANS STD. PLAN A24E (THERMOPLASTIC). 341 LF THROUGH 31 INCLUSIVE OF MAPS, RECORDS OF SAID COUNTY. 5. THE COUNTY RIGHT-OF-WAY SHALL BE KEPT CLEAN OF DEBRIS,WITH 13 PAINT 4' 4' DOUBLE YELLOW STRIPE PER CALTRANS DETAIL 22. 762 LF i y DUST AND OTHER NUISANCES BEING CONTROLLED AT ALL TIMES. THE 14 © 0 CONTRACTOR SHALL BE RESPONSIBLE FOR ANY CLEAN UP ON COUNTY PAINT DOUBLE YELLOW MEDIAN ISLAND STRIPING PER CALTRANS DETAIL 29. 548 LF RIGHT-OF-WAY AFFECTED BY HIS CONSTRUCTION. METHOD OF STREET 15 PAINT 8' SOLID DIAGONAL YELLOW STRIPING. 45 LF , DIAL 1W0 WORKING CLEANING SHALL BE DRY SWEEPING OF ALL PAVED AREAS.THERE SHALL BEFORE DAYS BEFORE BE NO STOCKPILING OF CONSTRUCTION MATERIALS WITHIN THE COUNTY S INSTALL STD. SIZE SIGN AS INDICATED PER CALTRANS TRAFFIC STANDARD. 9 EA k3 6 YOU DIG YOU DIG � '' - RIGHT-OF-WAY WITHOUT THE PERMISSION OF THE INSPECTOR. 4 TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT Nm SEAL-coIm COUNTY of RIVERSIDE SEAL AmRiiiiiiIiiiwR Am Amara BENCHIWINK TRACT NO. 317WI SHEET NO. WORK CONTAINED WITHIN THESE PLANS SHALL NOT TRAN6PORTAIM DWA W _ _ Consulting Civil Engineers RIV. CO. BM M-13-63 DESCRIBED AS FOLLOW: _ COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A p �SS�p4,� APPROVED BY: �OFESS�oH IN THE INTERSECTION OF LINDENBERGER RDCAXJNW OF M GRADING PERMIT HAS BEEN ISSUED. �`� T �. �� �pS W.�.'�C� �� WAD (949) n7-43o0 � „ � � AND SIMPSON RD A 1-INCH IRON PIPE AND SCHEDULE A ti IRVINE, CA 92618 FAX (949) 777-4303 ' Z THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR � Ne,3�950 � � No.28948 TAG MARKED COUNTY SURVEYOR IN A CAP o W W m WELL MONUMENT. a. KH ED A. 1H� AN P.E. DATE: �_ /� TIT(.E SI IEET o z ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. * 6�30%6 * .E. 3395 -06 it Exp•3/31j07 * / /�/� ELEVA�N : 1444021 4 CIVIL �P 6 ` o � DOUGLAS W. BENDER R.C.E. N0. 28946 SCALF: a IN THE EVENT OF DISCREPANCISE ARISING AFTER COUNTY APPROVAL OR J' M SHEETS -I DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE DATE BY EhAI�C APPR. DATE �� �`� FOR: W.O. IXXJINTY r FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISION THE PLANS REVISIONS CAJ6. FOR APPROVAL BY THE COUNTY. ENGINEER COUNTY RECOMMENDE DATE: DATE: 13 06 EXP. DATE 03/31/07 H: V: STANDARD PACIFIC HOMES FILE Nm SEE SHEET 1 OF MS 4026 MCCALL. BLVD. i I E I I I I 155+01.65 MENIFEE ROAD EX. R/W JOIN EXISTING STRIPING EX. R/IM Z ._ ._ PROP.EP - - - - - - W - - - - El. EP rz — --- -- -- -- — — _ -- ---.10 ---- _ _ _.. ....._ .. .w.___ _ _. ---- —_ — —' -- — ----- --- —-- --- —-- ------ — --— —-- — _ _ ——--- --- — — — — — ——. - ----,—.. — — — —— — ---- -- — — --- _ —-------- ------- — — — —- - SEE TR. 1 _ _-- SEE 1 - - - ui I 9 r _ ui , - _- • A _ GRAPHIC SCALE REPLACE W3 1 WITH W3-3 -- - -- I 155+01.65 - 40 C To 'o ao 100 JOIN EXISTING STRIPING AAWALL BLVD. c IN F ) TR. 1 1 inch = � �. Z REMOVE Rt-1 s REMOVE WI O 8 EX. EP EX. EP MENIFEE ROAD ;; 8 - _ - 6 _ _. _ _ . 6 6 g _. 5 _ 8 6 8 10 _ 5 14 8 ' ,l • N 150E 13 N 3 a I co--- —-.s I N 8 _ --- - --- ILJUJ - -- - - - - _ 5 •- - tu I W cwo - _ _ l Y'. + rV 8 :. ---- -_ --- 8 REMOVE R1-1 8 REMOVE R1-1 GRAPHIC SCALE ,o o zo ,o eo ,eo ' ( nip ) 1 inch = 40 fL I i i I 3 EX. R& I 'I CA i SIGNING AND STRIPING CONSTRUCTION NOTES: CL 1D—APPLY THERMOPLASTIC WHITE PAVEMENT MARKINGS, WORDS AND ARROWS PER 8O— REMOVE CONFLICTING STRIPING, SIGNING. CALTRANS STD. PLANS A24A THRU A24E AS INDICATED ON PLANS. 10 PAINT MEDIAN ISLAND PER CALTRANS DETAIL 32Lo PROTECT IN PLACE. PAINT ' M 13 NT 4 /4 DOUBLE YELLOW STRIPE PER CALTRANS DETAIL 22. w Q-- PAINT 8' WHITE STRIPE PER CALTRANS DETAIL 38. Z 14 PAINT DOUBLE YELLOW MEDIAN ISLAND STRIPING PER CALTRANS DETAIL 29. m 5a— PAINT 4 SOLID WHITE STRIPE (NO DETAIL). Y 15 PAINT 8' SOLID DIAGONAL YELLOW STRIPING. a 60— PAINT C DASHED WHITE STRIPE PER CALTRANS DETAIL 12. INSTALL STD. SIZE SIGN AS INDICATED PER CALTRANS TRAFFIC STANDARD, 7�— REMOVE EXISTING DELINEATOR WITH SURFACE MOUNTED RIGID BASE. CHAPTER 4 AND UNIFORM SIGN CHART, LATEST EDITION. °' M F�— i W3-3 g 0 I g I 0� Nco U 3 m �o �N $ I o CL p 0 ' = M DIAL TWO WORKING I _ BEFORE DAYS BEFORE I 8 I 8 YOU DIG YOU DIG _ W3-1A o TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT HERITAGE LAKE DR, TR. 1 • MI 1pf 8 a c NOTE SEAL-cotwY COUNTY OF RIVERSIDE pousLu 8�R Am Aawmrn WCHMA ; TRACT NQ '31/Wl SHEET NO. WORK CONTAINED WITHIN THESE PLANS SHALL NOT ATM LOW ffrWw Consulting Civil Engineers RIV. CO. BM M-13-63 DESCRIBED AS FOLLOW: _ COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A A. APPROVED BY: Q LOFESS1pi, IN THE INTERSECTION OF UNDENBERGER RD CWNTY OF WITFODE V GRADING PERMIT HAS BEEN ISSUED. ��� A'OIy�F ��� was w.eFy�F 557 WAM ("g) 777-� AND SIMPSON RD, A 1-INCH IRON PIPE AND SCHEDULE "A" 0 z G off' , iRwNE, Ca 92518 FAX (949) 7n-4303 Z3 � L l d Z-f� i TAG MARKED COUNTY SURVEYOR IN A CAP .� v THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR No'33950 �-a A A. M DATE: w No.28946 ^ /� WELL MONUMENT. � �� �p�� � 2 a ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. * ' 6�30�06 * 395 - -06 * Exp.3/31/07 * /�^ �.E�IA'IiON 14"021 ROAD p J IN THE EVENT OF DISCREPANCISE ARISING AFTER COUNTY APPROVAL OR `��' �' 9 Cryll R.C.E. NO. 28946 SCALE p DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE DATE BY MARK APPR. DATE ��C' t;IVI� ` `�� P DOUGLAS W. BENDER OF SHEETS a FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISION THE PLANS REVISIONS CAL CAL�1 3 Q(a 03 31 07 H: V. FD)� W.O. COIJIwIIY FOR APPROVAL BY THE COUNTY. ENGINEER COUNTY RECOMMENDE DATE: DATE: EXP. DATE STANDARD PACIFIC HOMES FILE ft �� y REPLACE W3-1 A WITH W3-3 S cy EX.I EP EX. EP F EX. EP tl -H -H -H o W _04 04 — --- --- --- __w_00 EX EP __ , -, --- __- __ __ — --- ____ �50 = --- __ __ --5 0!-- E-X—' Ep----- -7 04 EX EP k N IJj C-4 _04 12 60' oil 1 W 10 10 @ 1 13 )�D 100, 5 -H w ———————————————————— ——————— ————————— —— ui ————--—--———————————————--——————————————————— —————————————————————————————————— ——— ——————---———————————-—————— ————————————————— ————————————————————————————-- /01 — ——--————————————————————— co —— - ——————————————————————————————————— —————————————————————— '000 4 L W3-3 2 11 1; 70'TAIL _eDE 70' W9_1 DETAIL 3A S 12' R4- & 14�11 MENIFEE ROAD 7-3 1 1 41 L26' ' +f GRAPHIC SCALE TURnE FUW DR 40 0 20 40 so ISO TR 3179&4 INS ) I inch = 40 it. W3-13 EX EP EX. EP J& C14_ M EP _/ _0_4 N 9 190+00 _H Q\O;rl Ko END TRAM ON IJj ---------- ---------------------- --------- --------------------------------- -- ---------------------------------------- ---------------- ---------------------------- ---- --------------------------------------------------- -------------------------------------— w--------- ------ -----------------------------------------------�17 z 0 200" 200' 184+00 m BEGIN TRANSITION 0 �D '�D < W4-2 R4-1 o z 0 MENIFEE ROAD M ca M LO SIGNING AND STRIPING CONSTRUCTION NOTES: �;O_ 5VO &- APPLY THERMOPLASTIC WHITE PAVEMENT MARKINGS, WORDS AND ARROWS PER PAINT MEDIAN ISLAND PER CALTRANS DETAIL 32- cn CALTRANS STD. PLANS A24A THRU A24E AS INDICATED ON PLANS. @_ Q_ APPLY THERMOPLASTIC MEDIAN ISLAND PER CALTRANS DETAIL 21. 11 PAINT 4" WHITE STRIPE PER CALTRANS DETAIL 27B. ¢M PAINT 8* WHITE STRIPE PER CALTRANS DETAIL 38. 12 APPLY 12* SOLID WHITE LINE PER CALTRANS SM. PLAN A24E (THERMOPLASTIC). c6i GRAPHIC SCALE PAINT 4- SOLID WHITE STRIPE (NO DETAIL). 13 PAINT 4"/4" DOUBLE YELLOW STRIPE PER CALTRANS DETAIL 22. 40 0 20 40 so ISO PAINT 4' DASHED WHITE STRIPE PER CALTRANS DETAIL 12.. 14 PAINT DOUBLE YELLOW MEDIAN ISLAND STRIPING PER CALTRANS DETAIL 29. 15 PAINT 8' SOLID DIAGONAL YELLOW STRIPING. Sa-- REMOVE CONFLICTING STRIPING, SIGNING. DIAL D OWORBEFORE YS BEFORE IN FEET PAINT MEDIAN ISLAND PER CALTRANS DETAIL 29. Sa— INSTALL STD. SIZE SIGN AS INDICATED PER CALTRANS TRAFFIC STANDARD, YOU DIG YOU DIG I inch = 40 & CHAPTER 4 AND UNIFORM SIGN CHART, LATEST EDITION. TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 69,0 001 IP# 050m NOTE wk-CoLwy COUNTY OF RIVERSIDE ol Dom"B�iir ANDAspoamm BBICHMAM TRACT NO. 3IM&I SHEET NO. WORK CONTAINED WITHIN THESE PLANS SHALL NOT TRAN&PWATION LjW WNW S Consulting Civil Engineers RIV. CO. BM M-13-63 DESCRIBED AS FOLLOW: 0 COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A APPROVED BY: IN THE INTERSECTION OF UNDENBERGER RD C=NW M RIVEMM. ow 0 fti vc W.4at 557 WAM (949) Tn-43W a: F_ GRADING PERMIT HAS BEEN ISSUED. vZ' IRVINE, CA 92618 FAX (949) 777-4M3 AND SIMPSON RD, A 1-INCH IRON PIPE AND SCHEDULE "A" z TAG MARKED COUNTY SURVEYOR IN A CAP � 0 gzf�z 3 CL THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR W_ No.33S No.28946 WELL MONUMENT. INTERIM SIGNING AND STRIPING PLAN * E*. 6/31-10 4­IALEJrA. O_KM�A, P.E. DATE: ELEVA71CIN mj.40= z ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. 0/106 ka4te., 33950 6 -06 EV-3/31/07 MENIFU ROAD < OF -J IN THE EVENT OF DISCREPANCISE ARISING AFTER COUNTY APPROVAL OR _�_SHETS TION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE V.)" civil_ DOUGLAS W. BENDER R.C.E. NO. 28946 SCALE- 'z. m�! a FM FOR APPROVAL BY THE COUNTY. I ffFU N!O. DURING CONSTRUCTION, DATE! By MARK APPR.1 DATE 0 FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISION THE PLANS REVISONS OWF 03/31/07 H: V. W.O. ENGINEER COUNTY RECOMMENDED DATE: DATE: EXP. DATE STANDARD PACIFIC HOMES L 9 L PRIVATE E:N_ER'S NOTICE TO CON R&TORS GENERAL NOTES: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS AND, TO THE BEST OF 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. PROPOSED WORK AREA, AND RI=LOCATION AND COST OF ALL EXISTING THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT UTILITIES OTHER THAN THOSE WITHIN EXISTING CITY RIGHT-OF-WAY COUNTY OF RIVERSIDE INSTALLED UNDER FRANCHISE AGREEMENT OF PERMIT. THE UTILITIES AS SHOWN, AND ANY OTHER ONES OR STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES 2. ALL WORK SHALL CONFORM WITH THE REQUIREMENTS CR THE OR STRUCTURES. RIVERSIDE COUNTY ROAD IMPROVEMENT STANDARDS AND SPECIFICATIONS AND SUBSEQUENT AMENDMENTS, DATED 9/16/88, CO. ORDINANCE NO. 461. � CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED 3. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TRACT NO. 31,7951 BACKBONE CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME TO APPLY TO THE COUNTY OF RIVERSIDE PERMIT SECTIONS FOR AN SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF ENCROACHMENT PERMIT, FOR ALL WORK ON EXISTING COUNTY MAINTAINED ROADS. CONSTTRUCTiON OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL. APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL 4. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE WORKING HOURS; AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY, PRIOR TO PAVING THE STREET SECTION, INCLUDING, BUT NOT UNITED TO AND HOLD DESIGN PROFESSIONAL AND OWNER HARMLESS FROM ANY AND ALL LIABILITY, THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS, AND DRAINAGE. IN:)m Slic AND R CYCLED WATER . IMPROVEMENT PLA NS 5. ALL MATERIALS TESTING AND INSPECTION OF PIPE SHALL BE IN REAL OR ALLEGED, IN CQNNEC110N WITH THE PERFORMANCE OF WORK ON THIS PROJECT. AMERICNCONFORMITY WITH THE REQUIREMENTS OF RIVERSIDE COUNTY . THE THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES IN PLANS AND/OR AMERICAN WATER WORKS ASSOCIATION (A.W.W.A.) STANDARDS. FIELD CONDITIONS IMMEDIATELY TO THE DESIGN- ENGINE"FOR RESOLUTION PRIOR TO 6. FAILURE TO MEET ANY OF THE REQUIREMENTS OF RIVERSIDE COUNTY ONSTCONSTRUCTION, AND SHALL BE RESPONSIBLE FOR DISCREPANCIES NOT SO REPORTED AND AND THE A.W.W.A. SPECIFICATIONS WILL BE CAUSE FOR REJECTION. C RESOLVED. 7. MINIMUM PIPE COVER FOR WATER LINE SHALL BE 48 INCHES. QUANTITIES CAUTION: THE ENGINEER PREPARING THESE PLANS WiLL NOT BE RESPONSIBLE FOR, OR CONFORM T 9. SEPARATION TO STATE HEALTH CODE STANDARDS.REQUIREMENTS BETWEEN WATER AND SEWER LINES SMALL DOMESTIC WATER IMPROVEMENTS LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE CON PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. 10. WHERE_-VER A WATER LINE ENCOUNTERS A STORM DRAIN LINE OR DESCWTION OTY. UNT OTHER OBSTRUCTION AND GROSSING OVER THE OBSTRUCTION WILL RESULT IN LESS THAN 48 INCHES OF COVER OVER THE WATER LINE, IT PINACATE RD. 74 INSTALL 12" PVC, C-900, CLASS 150 WATER MAIN W/ TRENCH BACKFILL STANDARD PER EMWD STD. DWG. B-286B 547 IF N 0-TIFI CATI ON S WELL CROSS UNDER THE OBSTRUCTION, MIN. 6" CLEAR. USE CLASS z INSTALL 12" (H X H) RSGV 1 EA 1. CONTRACTOR SHALL NOTIFY RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT 200 PIPE PER DOMESTIC WATER' MCLAU RD. W INSTALL SUPER FIRE HYDRANT PER EMWD STD. DWG. B-517 (6"x4"x2 1/2"x2 1/21, WET BARREL 1 EA CONSTRUCTION SEC11ON AT (951) 955-6885 AT LEAST 48 HOURS iN GHLIN ADVANCE OF STARTING CONSTRUCTION. E.M.W W tiF�s LAKE ITAGE INSTALL 12' TEMP END CAP - 1 EA 2. CONTRACTOR SHALL NOTIFY APPROPRIATE UTILITIES 48 HOURS PRIOR TO A , N Si TE INSTALL BLUE RETROREFLECTIVE PAVEMENT MARKERS 1 EA EXCAVATION OR TRENCHING, PRIMARY SITE DOUBLE HOT TAP EX.3o" CML&C WA WITH 3O"X6' SADDLED OUTLET CONNECTION FOR E.M.W.D. (FIELD ENGINEERING DEPT.} 951-928-3 77 E XT. 4830 1. WATER LINE AND APPURTENANT CONSTRUCTION SHALL BE IN ACCORDANCE _ 5 WiTH E M.W.D.'S STANDARDS AND SPECIFICATIONS. 215 ACCESS BLVD BUTTE RH ASS'Y (B-516) WITH FXF R.S.G.V BY EMVID AT DEVELOPERS EXPENSE EA PARK 3. UNDERGROUND SERVICE ALERT (U.S.A.) 1-800-227-2600 2. PRIOR TO CONSTRUCTION OF PIPELINE, CONTRACTOR SHALL EXPOSE MCCALL INSTALL 1' AV & AR (B-598) 1 EA EXISTING WATER SYSTEM AND 'VERIFY ITS EXISTING ELEVATION AND U. GRAND AVE. L VMQ. Ew1W0 grc>. nu�x.� s-mim.0 5 EALOCATION. Z IN$TAL.1. SUPER F12E iHvbtZ�D�t�c 3. AIR VALVE ASSEMBLIES SHALL BE INSTALLED IN ACCORDANCE WITH STD. _ DWG. a-598, TYPE 'B". slMPsoN RD. RECYCLED WATER IMPROVEMENTS 4. WATER SYSTEM PROFILE ELEVATIONS ARE TO CENTERLINE (CENTERGRADE) OF PIPE. � cr�ZO EMWD RECYCLED WATER NO ac 8' PVC, C-900, CLASS 150 RECYCLED WATER MAIN 557 LF 5. FIRE HYDRANT ASSEMBLIES SHALL BE INSTALLED iN ACCORDANCE WITH STD. DWG. B-516 AND INSTALL 6' (H X H) RSGV 1 1. RECYCLED WATER LINE AND APPURTENANT CONSTRUCTION SHALL BE IN ACCORDANCE WITH B-517. ALL BARRELS ARE TO BE PAINTED CHROME YELLOW, WITH TOPS AND NOZZLE EMWiMD STANDARDS AND SPECIFICATIONS. CAPS PAINTED GREEN. Z 6' BLOW-OFF PER STD. DWG. PA-1 _ 1 EA 6. JOINT RESTRAINERS SHALL BE USED ON ALL MAINLINE PIPE JOINTS WITHIN SPECIFIED 0 6' PVC, C-900, CLASS 150 RECYCLED WATER MAIN Z320 Lf 2. PRIOR TO CONSTRUCTION OF PIPELINE, CONTRACTOR SHALL EXPOSE EXISTING RECYCLED WATER SYSTEM AND VERIFYING ITS EXISTING ELEVATION AND LOCATION. LIMITS, AND ALL JOINTS OF WATER APPURTENANCES LATERALS OFF MAIN LINE, PER NEWPORT RD. ? INSTALL 6" (F X H} RSGV 4 E.M.W.D.. STD. DWG. B-663. _ EA 7. ALL PW, PIPE THROUGH 12 INCH SHALL BE TYPE C-900, (LASS 150, EXCEPT INSTALL 6' (F X H) ADAPTOR 2 EA 3. TEMPORARY BLOW-OFFS SHALL BE INSTALLED IN ACCORDANCE WITH STD. DWG. PA-1. - INSTALL 8"X6' REDUCER WHERE NOTED OTHERWISE:. PIPE SHALL CONFORM TO A.W.W.A. SPECIFICATIONS. 1 EA 4. AIR VALVES SHALL BE INSTALLED IN ACCORDANCE WITH STD. DWG. PB-8, TYPE 'B'. INSTALL 2' REC. WATER METER PER PB-10 3 EA 8. INSTALL. LOCATOR HARE OVER WATER MAIN PER STD. DIME. B-656. MCINITY MAPN.T.S. INSTALL 6" HXH 11.25' BEND ( VERTICAL) 2 EA 5. RECYCLED WATER SYSTEM PROFILE: ELEVATIONS ARE TO CI_NTERUNE (CEMTERGRA ) OF PIPE. 9. FITTiNGi FOR P.V.C. PIPE SHALL BE DUCTILE OR GRAY IRON. FITTINGS INSTALL 6" HXH 45- BEND ( VERTICAL) 1 EA 6. JOINT RESTRAINERS, INSTEAD OF THRUST BLOCKS, SHALL BE USED ON ALL. MAIN LINE PIPE SHALL 13E FLANGED, BOLTED MECHANICAL JOINTS, OR PUSH-DIN JOINTS, SECTIONS 24 & 25, TSS, R3W, S.B.M. INSTALL 6" FLG. W BEND ( HORIZONTAL) 1 EA JOINTS WITHIN SPECIFIED LIMITS AND ALL JOINTS OF WATER APPURTENANCE LATERALS AND SHALL BE CEMENT MORTAR LINES AND TAR (SEAL) COATED PER _ OFF MANY LINE, EMWD STD. DWG. B-663. E.M.W.D.. STANDARDS AND SPECIFICATIONS. INSTALL 1' AV & AR (PS-8) 4 EA SHALL OF POLYETHYLENE ENCASED AT THE TIME 7. ALL P.Y.C. PIPE THROUGH 127 SHALL BE TYPE C-900, CLASS 150 EXCEPT WHERE NOTED 10. ALL DUCTILE OR GRAY IRON FITTINGS OTHERWISE. PIPE SHALL CONFORM TO AWWA SPECiFICAMO NS. OF INSTALLATION PER E.M.W.D. STANDARDS AND SPECIFICATIONS. 8. FITTINGS FOR P.V.C. PIPE SHALL BE DUCTILE OR GRAY IRON. FITTINGS SHALL BE FLANGED, BOLTED MECHANICAL JOINTS, OR PUSH-ON JOINTS, AND SHALL BE CEMENT MORTAR LINED AND TAR (SEAL) COATED PER EMWD STANDARDS AND SPECIFICATIONS. R.C.F.D. FIRE NOM,S 9. POLYETHYLEENCASED AT 11ME OF�INSTALLATitN PER EMWD STANDARDS AND SPECIFIC T: ALL DUCTILE OR GRAY IRON FITTINGS SHALL BE POLYETHYLENE SPECIFICATIONS. FIRE HYDRANTS SHALL BE CLASSIFIED IN ACCORDANCE WITH THEIR RATED CAPACITIES 10. ALL. NEW BURIED CONSTANT PRESSURE TRANSMISSION/DISTRIBUTION PIPING IN THE RECYCLED (AT 20 PSI 1:4 BAR RESIDUAL PRESSURE OR OTHER DESIGNATED VALUE) AS FOLLOWS: WATER SYSTEM, INCLUDING SERVICE LINES, VALVES AND OTHER APPURTENANCES SHOULD EITHER CLASS AA-RATED CAPACITY OF '1500 GPM OR GREATER (5,680 L/MIN), (LASS A-RATED BE CQtORED PURPLE, PANATtN� 522C, AND EMBOSSED OR BE INTEGRALLY STAMPED/MARKED CAPACITY OF 1,tN00-1499 OBI (3,i�85-5,675 L/MIN, CLASS B-RATED CAPACITY OF 500-999 GPM (1,900-3,780 L/MIN), CLASS C-RATED CAPACITY OF LESS THAN 500 GPM 'CAUTION: RECYCLED WATER DO NOT DRINK', OR BE INSTALLED WITH A PURPLE IDENTIFICATION (1,900 L/MIN). ALL BARRELS ARE: TO BE CHROME YELLOW, WITH TOPS AND NOZZLE CAPS TAPE, OR A PURPLE POL.YETHM-ENE VINYL WRAP, COLOR TO BE PANATONE 512C. PAINTED WiTH THE FOLLOWING CAPACITY--INDICATING COLOR SCHEME TO PROVIDE SIMPLICITY AND CONSISTENCY WITH COLOR USED IN SIGNAL WORK FOR SAFETY, DANGER, AND INTER- MEDiATE CONDITION: CLASS AA-LIGHT BLUE, CLASS A-GREEN, CLASS B-ORANGE, IMPLEMEN11NG FAQU11ES CLASS C-•RED. BY .SSHT,_NO, DESCRIPTION TRACT 30705-1 RECYCLED WATER PER D-29219-35 3 WAYNE CARR_--` FIRE SAFETY SPECIALIST-.�_._____-DATE i 1 TITLE, VICINITY MAP, CONSTRUCTION, AND GENERAL NOTES TRACT 30705-1 OFF-SITE RECYCLED WATER PER D-29284-91 2 INDEX MAP INDEX ( SIMPSON RD. AND MENIFEE RD.) 3 3 GE LAKE DRIVE-DOMESTIC WATER PLAN AND PROFILE. STATION 35+53.57 TO 41 +27.76 4 HERITAGE LAKE DRIVE--RECYCLED WATER PLAN AND PROFILE: STATION 35+43.74 TO 41+28.30 TRACT 30705-1 OFF-FATE RECYCLED WATER PER D-29280-83 5 McCALL BLVD & MENIFEE RD.-DOMESTIC/RECYCLED WATER PLAN : STATION 149+00 TO 158+00 ( SIMPSON RD. W/ CONNECTION TO BRIGGS RD.) 3 6 MENIFEE RD.-DOMESTIC/RECYCLED WATER PLAN : STATION 158+00 TO 169+25 TRACT 30705-1 BACKBONE 7 HERITAGE LAKE DRIVE (N)-RECYCLED WATER PLAN AND PROFILE: STATION 10+00 TO 16+45 E DOMESTIC WATER PER D-28178 8 MENIFEE RD.-DOMESTIC WATER PLAN STATION 169+25 TO 183t 9 6" WATER PROFILES HERITAGE LAKE DRIVE. Z �M kC,F,D. FIRE NOTES DIAL ING FIRE HYDRANTS SHALL BE Cl-ASSIFiED IN ACCORDANCE W1NTH THEIR RATED CAPACITIES a BEFORE DAYS BERFKORE (AT 20 PSI 1:4 BAR RESIDUAL PRESSURE OR. OTHER DESIGNATED VALUE AS FOLLOWS: '�' YOU DIG L YOU DIG CLASS AA-RATED CAPACITY OF 1500 GPM OR GREATER (5,680 L/MIN), CLASS A-RATED N 2 TOLL FREE: 1-800-227-2600 CAPACITY OF 1,000--1499 GPM (3,785-5,675 L/MIN, CLASS 8-RATED CAPACITY OF i A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 500�9" GPM(1,900 L/MIN). (ALL�BARREI.S 3,780 PINTO BE CHROME 1TE CLASS �"LLCOW�1, WITH TOPSTOPS AND NOZZLES OF LESS THAN 500 GPM in N COUNTY RIVERSIDE, PAINTED NTH THE FOLLOWING CAPACITY-INDICATING COLOR SCHEME TO PROVIDE SIMPLICITY a OWNER / DEVELOPER: CALIFORNIA WATER SYSTEM TIME UIrI�TATItI WATER AND RECYCLED WATER APPROVED BY: H TH DEPARTMENT APPROVAL D CONSISTENCY WITH COLOR USED IN SIGNAL WORK FOR SAFETY, DANGER, AND INTER- a FIRE DEPARTMENT FIRE CERTIFICATION EASTERN MUNICIPAL WATER DISTRICT RI E COUNTY DEPARTMENT OF HEALTH MEDIATE CONDITION: CLASS AA-LIGHT BLUE, CLASS A-GREEN, CLASS B-ORANGE, APPROVED BY: I CERTIFY THAT THE DESIGN OF THE WATER SYSTEM IS THE TiME LIMIT ON DRAWINGS APPROVAL SHALL BE SIX 6 MONTHS ass.,�Lof CLASS C-RED. IN ACCORDANCE WITH THE REQUIREMENTS PRESCRIBED FROM THE DATE ON THE CERTIFICATION. IF CONSTRUCTION HAS CIVIL ENGINEER OF SUBDIVISIONS DA o 'B= G! STANDARD P�i_CIFIC HOMES BY THE RIVERSIDEGX>UNTY FIRE DEPARTMENT. NOT COMMENCED WITHIN STATED T EMWD REQUIRES DRAWINGS t TO BE REVIEW��ED BY THE DEVELOPER/D N ENGIriM AND INITIAL DATE APPROVED DATE' -- RESUBMITTED TO E MID FOR POSSIBLE CHMGES IN MASII R , INLAND EMPIRE DIVISION FOR FIRE DEPARTMENT, RIVERSIDE COUNTY, CA SIZING AND CHANGES IN SPECIFICATIONS D STANDARDS. PROJECT ENO. NOTE: PLAN SHALL CCNNFO>RM TO CALIFORNIA � I.P. 050038 �.ilk Jinn.fir .SIwiU,irl► lirwns er�blr cao APPROVALS INSPECTION DEPARTMENT OF HEALTH SERVICES CRITERIA FOR rd 'M` � w� . /JYO-&W .. -O DATE: p WTR. OPERATIONS THE SEPARATION OF WATER MAINS AND I.D. DATE:S 2 2 10 S W. BENDER RCE NO. 28946, EXP. DA • /31/07 NON-POTABLE PIPELINES. COUNTY OF RIVERSIDE "'� � S.A. 41/36 w NOTE: SEAS.--COUNTY COUNTY OF RIVERBDE SEAL-ENGINEER ©orJ "s B AMD ASMA7Es BENCHMARKS TRACT N0. 31795-1 BACKBONE w•o• tt-t213 m WORK CONTAINED WITHIN THESE PLANS SHALL NOT TRANSPORTATION DEPARTMENT _ Conswtina Civil F.nalnem RIV. CO. B.M. M-13-63 DESCRIBED Y COMMENCE UNTiL AN ENCROACHMENT PERMIT AND/OR A APPROVED BY: .� AS FOLLOW: IN THE INTERSECTION OF DOMESTIC & RECYCLED WATER PLANS C.O. Q GRADING PERMIT HAS BEEN ISSUED. Q t► M! 867 �D (90) m-� m y �� F IRVML CA 921118 FAX(90) 777-4303 LINOENBERGER RD AND SIMPSON RD, A COLRD.�44 1-INCH IRON PIPE AND TAG MARKED STET � /Z�Job � < I THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPOINS93LE FOR ° NQ' � KHA A. AN, P. � No.28946 � COUNTY SURVEYOR IN A CAP WELL SHEET � OF! ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. ,k � g/30/09 P E. DATE: I-4-O REK 1 ADDED LATERAL PROFILE SHEET 1 * . 33 EXP. 6-3 -06 it ExF.3/31/07 * WE MONUMENT. ELEV. 1444,021 (('''�� IN THE EVENT OF DISCREPANa ARISING AFTER COUNTY APPROVAL OR ! �'�� CIA t DOUGLAS W. ENDER 28946 �E: V'-31Co 9-3 DURING CONSTRUCTION, rrW PRIVATE ENGINEER SHALL BE RESPONSIBLE DATE BY MARK APPR. DATE � �•I� ` R.C.E. NO. �- FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISION THE PLANS FI�CIS CAL ` G CAI "' FOR GOUNTY V FOR APPROVAL BY THE COUNTY. COUNITY RECOMMEND BY WILLDAN ATE: DATE: 6 0 c EXP. DATE 03/31/07 H: NONE V NONE STANDARD PACIFIC HCWES FILE N0. C3L11E — DOT MARKER LOCATION CATI ON DE�'1� t L I MCLAUGHLIN RD. PINACATE RD. 74 - - - -- - - - - - t�.T.S. „ I MCLAUGHLIN 41 RD. TY . � N.HE ITAGE N'Y.DI;L44 �- — ' . s LAKE R. ________-, �,, _�._:r1_RE-._ -*I SITE r I SITE �-_ BLU-DOT PAIlElNIT MAR KE C2 PRIMARY DOUBLE � �� ACCESS BLVD O I BUTTE I ro TYP.: -i—R .BLUE-.D.OT . 2�5 PARK MCCALL w w ° 4 6 TYp PAIEMEWT.-MARKER z GRAND • g w SIMPSON RD. I 1 o CASE t I _ i FOUR LANE WlTU2N CASE 4 i j� `• w LAME AT INTERSECTION At�l INTERSECTION � .I �• I i W p I i1 z i NEWPORT . RD. -� �`,..6�� .TYP.. _. .. �� — _ I D BLUE-00_T_RAV.EMEWT 6 TY P. —_.. . -'O GLUE-D.OT MARkECL I II VICINITY MAP �HYDIZAUT N.T.S. CASE 2 •-•f� FIRE HYDRANT i ' I IRA BDRY. TWO-LANE STREET I I CASE 3 SEE BELOW RIGHT I MULTI-LAME 5TREFT t - 1 TR 317953HOT Ws�O CHI , Inc,w c�.a�c I REC,WA R ,�• 6 FH AS� Y WATERrR, D-18� I .-- - _ _ _ _ _ _ _ __ __ _ _ _ _ _ _ __ _ » F.H.ASS'Y(9-516)WI1H S MV&FXH 8 RECYCLED .WATER ADAPTOR BY M AT Oe11EL EXPENSE PER D--29235Ex W --�I mLw TRACT BDRY.- TRACT BDRY. c w 6' TR 31795 TR 31795-1 � • ;; I REC. WATER R - If - _ _ - - _-- n HERITAGE LAKE DR. » ' I ' — , R . WATER f 6 FH ASS Y I I 6 FH ASS Y 1 Z PVC DOM. WATER WT TAPsMn oW w M" FOR 6" FH ASS'Y PER TR. 30705-1 � I • PER TR. 30705-1 � PER D-2$178 F.H.A55'Y(e-516)snH ItS�V&F�ai I SHEET 7• ' 8" RECYCLED' WATER I � i i i � T 3179S-3 ADAPTOR BY EMWD AT D IERS ExP815E i ( � . PER D-29234 I t - • � I y 111 TURT TNT R. 1 AV & AR f l d 6" B 0 HOr TAP Ex 3Ir WM W I .I » ' ', smmm OUw«H CTIIN I 6 FH AS Y t / » , F.H.ASS'Y(8-516)II1H F7 M&M i ' 6 F SS Y--� aOAPTOR eY EMwO AT DEVEI O S ExPENSE i i iI 1 AVM AR HOT TAP EX 3V OW W/I cnoN FOR 30"X6 SADDLED OUTLET DONNE F.H.ASS'Y(8416)VM FTff&&GV&Ff6! ADAPTOR BY EMIR AT DEVELOPERS EIMM I I n » TR 31795.2 / Ow `t w I SOUTH SIDE OR WEST SIDE NO2 SIDE 0 E4�ST SIDE I 6 F ASS Y / T14 P- 1 f'ARKU1lAY .. 4,0' FellC11Il Y i y ; . V1llDTH VARIES / , I7' _3Z' NOR IKtIV. I pffi �/llelf5 - 1 RACT BDRY. t , I 7.5 tl LIE13 6 I I If 11 -_ —J �--- - - REC. WATER / ! 4 oX CAS MA IN�• II (TRANSMISSIAIJ) /— - - - - ---- - - - -- ILI GRAPHIC SCALE .. .' , .♦ • to .t L r:i it EX CIIINr6C 100 0 50 100 200 300 400 �' I� WATM PER D-1919 i GUR3 ATER I ' llc�G i 6" F�I A S'Y I • ,I I=IRE HYDRANT MAIN SEE1�[ER 2.5 NOR- W REQ. WATER / , ( n� I?�r } ACOCORDANCE CATE FR 19 MAI 'AL MIN. I ` I / 1 inch = 100 ft. HOT TO Ex.3O'a6&c W \� I , I ► + / / / WITH ORM _-6.5 Z. � sAo=Ouu am`Iom I I� R��-- -- ry » / / STD:400 AEI OIZD. 546 5._M(I�l..CO.V.ECL FH.ASS'Y(8-516)Wf1H 6.v&FM I �� x R W I t 8 RECYCLED WATER // 3 DRAIN t.1�• ADAPTOR BY BW AT •EXPENSE I I � W ID1lER FACIL.ITlES �, o, ' SEG. 901 � f t 1 PER D-29231 / IN D bEpTI� I ,I z 1 1 t SCALE: 1 = 1001, VAkl E S i I �►„ B r-- - 1 i 11 11" AV & AR 3 I r COUNTY OF RIVERSIIDE STANDA•CZD - Sl7 .(MODIFIED) ��- - --�_ _ UNDERGROUND UTILITY LOCATIONS _ — -------------------- ------------___ _ - ocsl�'a►�I�c I REC. wA R TR 31795.3 z uj `�'_—` — --- -- — --- --- — — — -- 1 � . `� � WATER ID-1919 I R W-/ Do DOMES-TIC WA LEGEND. RECYCLED WATER LEGENDw 6- �CO kn REC. WATER N I WATERLINE (SIZE AND TYPE NOTED) WATERLINE (SIZE AND TYPE NOTED) - —— —— - EXISTING OR PROPOSED WATERLINE BY OTHERS I - - =�' 90 -----——- EXISTING OR PROPOSED WATERLINE BY OTHERS (SIZE AND TYPE NOTED) i - - - - - - - - L N 0 (SIZE AND TYPE NOTED) i - - - 0 DOMESTIC RECYCLED WATER APPROVED gY: � HUB (H) TYPE END, RESTRAINED I a , / HUB (H) TYPE END, RESTRAINED 31� BEND (HXH), RESTRAINED I HERITAGE LAKE DR. ' EASTERN NICIPAL WATER �ISTRIGT F�--I SUPER FIRE HYDRANT 6"•X 4" X 2 1 2" PER STD. B-517, WET BARREL " Har TAP spun O w �" Frog ( / ) ,.....a..� �''� g " ADAPTOR BY ETAWD AT OEUEL EXPENSE I 6 FH A SS Y e � 6 BLOW-OFF WITH HXH R.S.G.V F.H.Ass'Y(e-sts)wnH� ILsscv&FXH I I SHEET ® ' Ins CIVIL EWIA14f-SR OP S 30MVISva tS 6 BLOW-OFF•WITH HXH R.S.G.V —I AIR VALVE [AN. & A.R. PER STD. PB-8] � i t LL � � ,•�,E �--� AIR VALVE [A.V. & A.R. PER STD. B-598 (TYPE "B")] �aF RSGV - RESILIENT SEAT GATE VALVE (HxF), RESTRAINED SEE ABOVE LEFT ' DIAL TWO WORKING 1�aosrr�cr ENG• S �aF RSGV - RESILIENT SEAT GATE VALVE (HxF), RESTRAINED -��- FxH ADAPTOR, RESTRAINED 2P • �' I.P.050038 N 0 BEFORE DAYS BEFORE YOU DIG YOU DIG APPROYQLS -�I- FxH ADAPTOR, RESTRAINED -"� 8"X6" REDUCER z TOLL FREE 1-800-227-2600 O BLUE RETROFLECIIVE PAVEMENT MARKER �— 2" REC. WATER METER SERVICE CONNECTION Z01�: IM7 COUNTY OF RIVERSIDE I.D. u32/9a a Cl A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT (PB-10) S.A. 41/35 N z NOTE: SEAL--COUNTY COUNTY of RIVERSIDE SEAL—ENGINEER DOUGLAS BENDER AND ASSOCIATES BENCHMARK: TRACT NO. 31795-1 BACKBONE W.O. 11-12sgo WORK CONTAINED WITHIN THESE PLANS SHALL NOT QRpFESS/pN TRANSPORTATION DEPARTMENT Q�pFEss/© _ _ Consulting Civil Engineers RIV. CO. B.M. M-13-63 DESCRIBED DOMESTIC & RECYCLED WATER PLANS C.O. v Q COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A q• ql APPROVED BY: �a �,PS W.8�q! 557 WAID (949) 777-4300 AS FOLLOW: IN THE INTERSECTION OF --- m GRADING PERMIT HAS BEEN ISSUED. �� ti Fy �.JG Fy Fy LINDENBERGER RD AND SIMPSON RD, A PLAN AND PROFILE COORD. 30-D-42/44 rj t- ' y �� IRMNE, CA 92618 FAX (949) 777-4303 Q No.33950 a 1-INCH IRON PIPE AND TAG MARKED"ark 'N ,n THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ` /Z 7�, 4_ COUNTY SURVEYOR IN A CAP WELL SHEET 2 OF G KHA A. P.E. DATE: x No.2s94s * Exp: 6/30/06 * Exp.3/31/07 MONUMENT. EL�V. 1444.021 < ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. I-4-06 EK I ADDED LATERAL PROFILE SHEET 1 06 s * . . 339 6-3 06 s * D-31699' a IN THE EVENT OF DISCREPANCISE ARISING AFTER COUNTY APPROVAL OR CIVIL ��? y CIV11- �Q' DOUGLAS W. BENDER .28946 SCALE: o b DURING CONSTRUCTION. THE PRIVATE ENGINEER SHALL BE RESPONSIBLE DATE BY MARK APPR. DATE �OF CAL�Fp� �� OF CAL�Fp� R.C.E. NO. U FOR DETERMINING G CONSTRUCTION. ACCEPTABLE SOLUTION AND REVISION THE PLANS REVISIONS FOR: W.O.0 COUNTY940:0 FOR APPROVAL BY THE COUNTY. ENGINEER COUNTY RECOMMEND BY WILLDAN D TE: DATE: 0� EXP. DATE 03/31/07 H: 1" = 40' V: 1" = 4' STANDARD PACIFIC HOMES FILE NO. V I . I � ­ � ­�. i .f. i ..� .... , ­ � I . � 1.. . . . � � I ... ....._......�I...11 11.11.1....� .l..1�...­­­­ ­..�....-I......­ ...­1­...11...-.......-I ... 11.1...1.I .11.1 1... ­.1.I �� .1 ...I 1. ­1.. ...... ...I ­. .. . . � I - � I I I . I I 1. .. . � . . . .1 � . 11 . I . . . �.... I 11 ­ ­ 1­11 ­­­�.. ­­ �.. . I. 1. ­ I ­ ­. I ­ I I.1.I.. . - � I .. I I .1 I I . I ­ I I'll �. . . I I ­. ,� , .. .1 � ,I : - � � . . �* �.. .,�. :, I . 1 . 11 I . .. I'll,..... ...I—. ......I.....I......I.. ­1............I—-1.­.....1. . 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W) I" � I I �15:::�� 1_­_�l-1- ,_", __­" ____� _.", ...o.,_ -� � __ I'm do* CD - ..#* "�, � �, 1�'__,___ ___, __­-, _111", -- � I- - I I r- -, -, ,ol�', ,_ - , C.1) 0- �', "I 1­11`e',__ , -,---. ��­ "I, , � ,_� - --,:�_-_ ___ "\ R/W STA. 41+12.51 " ,", ".,,L-,, ", �, ��,\ _­ - - __ 4.- �"� ON* � �7R W� � '�m� "a' 000 "�� "" dm .4c ,� �, , ..�__ ""Ill, . - --- uj ",/� ,,­� ,­ ,��, �-<",­" ,­­"_---- .. "' ' ­­� lm�_ - __ � � ­ - 6" SUPER F.H PER B-517 C.> m ,",�' ,,�" Z'ld _,,',V _,� 1_�', "�, l_,"_ �l _ I ___� __-, I., 00 0--% I-&. I 1.1 "" � 1:� �_ \��, I 1 5:� -,-,- ___ - .. m 5 0001 Uno"r DATA TABLE F- I ,­'� _,� .11., � DOMESTIC WATER W/ BLUE RETRO. MARKER 2 m ��', � ,0,)>­--�,�­,, -, I - cd " ,� "_� � "I-- ".__�.... __'­ �l - I ,,j � -_ - 1�1, " � --,,-, I- ____ ...........-1 - FXH ADAPTOR (W) --I RADUS I TMMT I - ,." 1,5�� .11 ,�_-'-`�-A-,-- - r 12 F= 9 ""I \ I ',',::::� ,"""5,"'. , 11 .\ "I" -, ____ __1 \ I + 12" P�VC, C-900, CL 150 co 4> 1� in 1 _15�-,,- ,,.-- , ,", ", " Iii I w - - FXH RSGV (E) LAJ 0AW DELTA LENGTH I " '­� ", __� _1 _` \ in 12 r',�= ._.�;m I ......1. ,,,.,,,^ � I I . I ' S CL , 185 - to � 1� _` I" ,­�� , I �� 115 " � I �'l ,---?' 21 l* "" "I, ,�� � - 1. \ * 1 �4 IL:� cr z 08*48'07" 4.00' 1 65.73' 1 1,31.19' j 0) , ,_ , I " - - V) , , ­ ,� , , ­­ I � ll��­ �- - "-, � , " 'I', Is + < f5 o- rl- "" �,' �,� 1_� , , \ V) z at (n � __l' _- '1� I I, �1� , 10, Iwo ") ,,� I � _,�� .,��_ "': , "', .1 � I cJ > ui " " , � . � Z CL . cl: , , -, �� " , , 11 "", ,�",­ �,� �� _1_1'1�' 11 < cl ) <0 < . V) " , I ��., "I, \ � �_,,, ll__��_ 11 Out u >< t;z a 0c.4 z "ll F= .." - _-"_" ,�'� 12" PVC DOMESTIC WATER "I Qm cc= W � , . uj .11, /,­ "�� "/,�, .01, � =>,m n.cc,_.0 2 , 1_� :��, �� "', .1-01 PER TR 30705-1 (D-28178) �f to z I �,l I "'� \ uj as>Go w � "', W 1 04 1 8�:: ff 0 1 3 0 1 -Ilk 1. I I m a ll:�' I .. I.,- � I >. , " � � I..."i, mr- w .. � ,l I I. I '", I u � a. I' -1 _( ,�� : .�!<cr 00 � _�l ,; X. i...! � _m!!.­ " ::,­� I—- ,---, �l Ili r5 F " "TURE OR' E S I D FER N T lAa L AREA ,:�� I-' ,_ ._,�_ , I 1:r ,I 01 " � '. �", !il -1-11*' I-,' 001, L �� \ A W�!�qll . V. .11 .01 9 00- 002 I I \ u mmr=a: . lz!� � I ­ 'i:, 'N W;� w w C>uJ . TR 1- 0 1 I m(n =ce-5 CL . c�- 1.1; R 4 - 1 14 N ,��,­"' Q 1_1 " 5 1 " ,,, �� \ 04 .11, \ C141 loe \ I V)LO I 90 00 N a <14� DOMESTIC/RECYCLEID WATER APPROVED BY: GRAPHIC SCALE . 00 � < . I cp EASTERN M PAL WATER DISTRICT 40 0 20 40 80 160 (.. :3 9,,,,C.,-� imp L� m ---A I - I L_- - !i . I ,< � J'A i - � m R���� - HERITAGE KE DRIVE I IIIIIIIIIIIII IIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIII z .0 CIML ENGINEER OF SUBDIVISIONS I DAIL No ( IN FEET ) . U- 0 1 : INITIAL DATE I . r, t� DIAL TWO WORKI G I inch = 40 ft. I -,�, BEFORE DAYS BEFORE PROJECT ENG. - 0-ZzAl . 6 I.P. 050038 *I 0007 r-: rj I YOU DIG Y011 Dir, APPROVALS INSPECTION ' IF . I I - I I" w .. - z W 1-800-227-2600 WTR. OPERAflONS I.D. 032/98 :5 < A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT - -1 ll__ ::1_ - � -_ _ - - - - _ - - C'FOUNTY OF RIVERSIDE a I I no -_ � I � - - -_ - -_ -_ - -_ -_ - I S.A. 41/35 m z I NOTE: SEAL-COUNTY COUNTY OF MVMDE , SEAL-ENGINEER DouaAs 8MM AND As=A7rs BENCHMARK: TRACT NO. 31795-1 BACKBONE W-0- 11-126 02 I'M HIN THESE PLANS 3HALL NOT TRANSPORTATION DEPARTMENT ssia-I . Cortsulting-Civil Enginee RIV. CO. B.M. M-13-63 DESCRIBED - X y I I 0 ENCROACHMENT PERMIT AND/OR A � I -_ A.0 'if APPROVED BY: AS FOLLOW- IN THE INTERSECTION OF DWESTIC/RECYUED WATER IMPROVEMENT PLANS C.O. 0 < . GRADING PERMIT HAS BEEN ISSUED. //$I � M. 557 WALD (949) 777-4300 D SIMPSON RD, A cm 11 - I I I D 4 �_ �''7--jo,w) & /-Z-7 A *- � IRMNF- CA 92618 .FAX (949) 777-4303 1-INCH IRON PIPE AND TAG MARKED COORD. 30-D-42/44 � - i If Tawomw Qffie_, THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR CC No.339,150 A 9 No.28946 COUNTY SURVEYOR IN A CAP WELL .1 STATION &5+42.59 TO 41+27.76 HEET_3 OF -9 c L "0)' I Exp. 6/30/06 KHALV A. P.E. DATE: '* . 1 . S 0 r- ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. - - *\ - * Exp.3/31/07 ' - - MONUMENT. UZY, 1444,021 HERMAGE M. EDRVE 1-4-Oro REK ' E ADDED LATERAL PROFILE SHEET ." R.C.,V3395?*A6 30 06 � . I 'r % � A I � to ol �-4 CIA DOUGLAS IN BER'DOER . 1 D-3161 IN THE EVENT OF DISCREPANCISE ARISING AFTER COUNTY APPROVAL OR - l6p. R.C.E. NO. SCALE: . a �- DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE DATEI BY MARK j APPIR. DATE mAll -,I "g�l' zz-xlz FOR: W.O. � Z 0 i . - -1 I - I I I . L i I �_ I I � _- -A I �_ I [ --- I - �I -, I _� Lil I I I �_ - I I I t 5 1 +_ �__fl I - [ I -1 - i _,� I I _�_, -+- I i f - i , I 11 I , Is -4- ----,.I - I ­1 r_ ­1 .. - � _r j-T L[ , . 11 - , I -1 .I - . F i 1�� . _. I I � j , -1 f I I f i 4 - 1 i 41 1 I I - t - - - __11��____I_ I i 44�__ I -1 ­.� - ­. ., 1 14 1 _�t_4_I_,Ll.I ­.. I .. ­­ � �., . - - i 4 - : ­­ t+ i ) �_ i i : � 1. . I -1 I _--paw I ml I 11 --t-- -V I i t 1 4 '. I 1p �4 1 , I - Z I - I I t , A 1, I I �_ � I f I I t I I F] I I - I I - 1 _T_ I! , r t- I I � I I I , .1 I T_ _� i I ! I � I I I I FOR DETERMINING AN ACCEPTABLE SOLU11ON AND REVISION THE PLANS 03/31/07 H: 1 to = 40' V.- 1" = ,V NDARD PACIFIC HOMES � < < FOR APPROVAL BY THE COUNTY. - EN10NEER -1 I. CotmTy RECOMMENDV_ BY WILLDAN IJATE:/ EXP. DATE . - - STA .maq t7m Of, - - - - - � I- ------ - . REVISIONS - or, - . - OF' C,Kij __- . -_ I - � - __T070-024A V) F- DATE: - r1l(afor - - - - - 4&1 � . ............. .... ........EX U 0 STREE7 IL . ......... .......... ..... ............r7 ........... ...................—4 .. ....................... ........ .......... ..........7t- 47- --'7- 7-- .. ......... ................. .......... ...... .......... .................07 t t Flls PF_4-MOR_8��m'Zi i A% L­rrs........... .... ....... ........... ...... 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PRonLE SCALE ................... ...... ..................-------- ...... ....... HORIL.: -1 =40 ­17 ............ ............. VERT. : 1"=4' 4444+34+00 35+00 36+00 37+00 38+00 39+00 40+00 41 +00 F UITURE PARK S E M Ic6 STA. 41+28.30 Go RECYCLED WATER = - C) + END CONSTRUCTION BEGIN CONSTRUC11ON STA. 35+34.52 B.0 m fl- 8* PVC, C-900, CL 150 8r HXH RSGV (W) + +REMOVE TEMP. B/O 21' N CA 1 AV &AR (PB-8)REMOVE AV & AR tq A -JOIN 8 PVC REC. WATER R/W-TRACT BOUNDARY 6- TEMP. B/O (PA-1) PER D-29235 8" PVC REC. WATER PER TR 30705-1 (D-29235) ------00 04 Lo C14 10 36+00 1 37+00 38+00 39+00 40+00 41+00 II000� N52*05'12*W....... C14 001 I ................... ............. ui .......... ................ ....................... ................,000000"< LO 0) R/W R/W CUFNE DATA TABLE w DOM TIC WATER-9 CL 150 CURVE DELTA RADIUS TANGENT 12" PVC, C LENGIIH 21' S C/L uj 09*1 9,43 896.00' 73.10' 145.88' 0) pe) z ­12" PVC DOMES11C WATER TR 30705-1 (D-28178) FUTU E RESIODWNTI aL AREA PER 0 ...........0,00 0�t N V) U) eq <DOMESTIC RE VED BY: GRAPHIC SCALE 00 E STERN MUNICIPA WATER DISTRICT 40 0 20 40 80 160 HERITAGE LAKE DRIVE CIML ENGINEER OF SUBDIIASIONS YATE' IN FEET INITIAL DATE DIAL TWO WORKI 1 inch 40 ft.NG BEFORE > DAYS BEFORE PROJECT ENG.YOU mr. I.P. 050038 001 YOU DIG LS INSPECTION TOLL FREE 1-800-227-2600 WTR. OPERAIONS I.D. 032/98 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT RIVERSIDE W Z NOTE: SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER go DouaAs BEMM AND Assoamrs BENCHMARK: TRACT NO. 31795-1 BACKBONE w-0. 11-126 m HIN THESE PLANS SHALL NOT toFESS/0 TRANSPORTATION DEPARTMENT (OFES Consulting Civil Enginee RIV. CO. B.M. M-13-63 DESCRIBED DOMESTIC/RECYCLED WATER IMPROVEMENT PLANS c.o.COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A A. APPROVED BY. 557 WALD (949) 777-4300 AS. FOLLOW. IN THE INTERSEC `IION OF < GRADING PERMIT HAS BEEN ISSUED. L%V D D SIMPSON RD, A M IRVINE, CA 92618 FAX (949) 777-4303 COORD. 30-D-42/44 0 - to-- 1-INCH IRON PIPE AND TAG MARKED No.33950 No.289 COUNTY SURVEYOR IN A CAP WELL STAnON .35+34.52 TO 41+28.30 SHEET 4� OF 9 a-THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR jKHjoIftD N, P.E. DATE: r_ 0) ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. Exp. 6/30/06 * Exp.3/31 MOINUM-ENT. - r- ADDED LATERAL PROFILE SHEET %ROC�E. 3 6-3 06 od ELF-V. 144AiQ2_l ­ HERITAGE WE DRIVE 1-4-010 FEK �tt F 4 7 t IN THE EVENT OF DISCREPANCISE ARISING AFTER COUNTY APPROVAL OR Cm c L:vi DOUGLAS W BTENDER 28946 SCALE: D-31(p ?&DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE DA APPR. DATE R.C.E. NO.-LMNa - REVISONS C MR: O." COUNTY Z C., FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISION THE r COUNTY RECOMMIENXD BY WILLDAN "AT E DATE: . 2?/L(O�or EXP. DATE 03/31/07 H: 1" 40 V.- 1 4! ME,NO.- 4400100a FOR APPROVAL BY THE COUNTY. ENGINEER -JL-- STANDARD PACIFIC HOMES .­­ ­­ ..­.�71..--�­..- ­11 1. .--_..._.­I__.. ­.­11.­­....,1.1-7.­ ...�-­ ..,__­- .I...- � - ..T - ; �.I i- _T.. ,. 1 ....I -�i. .._! I ^ 111. .11 ­­ ­­ - 1. �I t ­­­ .. I—, 11 . .I � i. 1 �i 11 * ._1 -1. ­11 .�!� �-� --------t � ­­� ­ -...-- ..� [�.. .��... :__1 . ­. �1. ­ i�­__ -� .., _ ___1! 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I I w m ; I I j, ! f AV & AR (PB-8) w PER D-28174 \ CD . 'i i cr_ = �_ CD � ! ., STA 11+17.38 McCALL BLVD. W 8 kn 9 = NwDr_w M � p 9 , ! ! 1� I" F_- 00 a 002 6' PVC, C-900, CL-150 I STA 10+99.02 McCALL B I I - ��,,,! 1457.7 BOT-18" RCP = Cj _� �O U-)- W L " . - i - uj r- 1. I r-- I I T 1457.6 BOT.-Ir R)CWP. ___ � 1456.4 TOP-60 WTR i�w = _:I-- wi I-Z Q_ RECYCLED WATER LO I!r------7 - [ 01w = ("C�� 0 p 0 1456.2 TOP-6' WTR - C) +m '4- - , ') '� =L W� 5 . I I C 1`11') 11 . k, ( , I �, CID 9 m I 4e E CA I r, I � I \ + !4! '-*'U.) U-J PO TO BE REMOVED I � . I - 1 . I 1, re) CD �= to u') 8 W,--� to U'j U.) I!-. , U-) C.), . - . _� " Ld C6 to In _,.hF__I 5; 1 .'Es u-j 4 �_ BY OTHERS - .,� ,, I= wm I.-.*- ,* v 4! z I �<_ a_ (n- - Cn- ui C.0 65576 1i _�_.___­...I. __..1.­. _____�t`l �1. 1 6m PVC, C-900, CL-150 * W, I I (n C14 M STA 11+40.00 McCALL BLVD. i I I I I � I �I., I 1 � I ! RECYCLED WATER Ld ____J�'t . I 1. - .,I _ ­1 t � t I . 4 ! 0 REMOVE T B -- ----11 ,-"-,------- 1 � .IMP.. /0 & 10 - ­ w . _ 8 HX6 H REDUCER 1 4' z il H I 1 18' S CA - CL INST4 - . I i ! i I "I" i � JOIN 8, PVC RECYCLED, WATER I I I i !IS 56 i ( SEE UPPER LEFT I - , - - � ; , m i ,!$ L i i 00 PER D-29231 I I i %,e t � ; i < - i ! 18S 1 87' k ! i FOR PROFILE ) � - i - t 11 I i I - u�0 - i � i i C14�! EX. 8' PVC WATER I I 1 ; .,.!� ii MENIFEE ROAD (;_)=�!""""�� 0�z 'i� ' i � ; i ep I ' ! I N � I I I I i i - 1 ! - 170' j i � 1 1 - I PER D-29231 I I I H I I . ! i I RH i; �, I I w I . . 0 u') �:0 L=&L BLVD. GTRAPHIC SCALE 00 C14 40 0 20 40 80 0 <,.,7 - - PER TR 30705-1 0- DOMESTIC/RECYCLED WATER APPROVED BY: < (71 .. :3 EASTERN MrICIPAL WATER DISTRICT ( m FM ) CD< vx�4. j - cl-��_ -"/,? 4 9' 1 inch = 40 ft. \�) CIVIL ENGINEER OF SUBDIVISIONS DOTE z� 1,� I t-L I rL INITIAL DATE 11 - DIAL TWO WORKING . r_: -,�- I w C, BEFORE DAYS BEFORE PROJECT ENG. C. " p-,tm - I.P. 050038 411111 ,001 En I r / #1 ftq .. YOU DIG YOU DIG APPROVALS INSPECTION ____ - ___2 I z W I.D. 032/98 _j < TOLL FREE 1-800-22'7-2600 WTR. OPERATIONS I . 0- 0 ICE ALERT - I - 1, __ COUNTY OF RIVERSIDE S.A. 41/35 W. w z NOTE: SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER 0 DouaAs BENM AND Assoamrs BENCHMARK: TRACT NO. 31795-1 BACKBONE W-0. 11--126 gm I 1 � y WORK CONTAINED WITHIN THESE PLANS SHALL NOT I I Consulting Civil Engineer RIV. CO. B.M. M-13-63 DESCRIBED x 0 COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A I - s APPROVED BY- I I koF�ES AS FOLLOW- IN THE INTERSECTION OF DOMESTIC/1RECYCLED WATER IMPROVEMENT PLANS C.O. CJ < % A.0 fe %) \ -, 557 WALD (949) 777-4300 a: M GRADING PERMIT HAS BEEN ISSUED. , .,r-- ---d - PLAN AND PROALE - I . I -r N t_i - I I I IRVINE, CA 92618 FAX (949) 777-4303 ND SIMPSON RD, A COORD. 30-D-42/ - - %&� 1-INCH IRON PIPE AND TAG MARKED �)c I m -.0- 4. /-Z 7 /0 C. 0 = Lu N .33950 rn - w STA 149+00 TO 158+00 - MINIR! ROAD SHEET-A- OF 9 CL uj THE PRIVA; EMNEER SIGNING THESE PLANS IS RESPONSIBLE FOR - No.28946 rn COUNTY SURVEYOR IN A CAP WELL 0) - w 0 - KHALE A. 0-rH N, P.E. DATE: m ' a r- ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. * Exp, 6/30/06 * * Exp.3/31/07 zz�4e!!�� MONUMENT. ELEV. 1-444.021 BLVD - 1-4-06 RE' ADDED LATERAL PROFILE SHEET R. 3395 . 6 06 * I—- STA 10+48 M 11+40 - MCCALL & < K) K . ( I D-3/40?7 'r IN THE EVENT OF DISCREPANCISE ARISING AFTER COUNTY APPROVAL OR I � " F C . DOUGLAS W. BENDER 28946 SCALE. 11 -_ 0 �- 'i I I 11 I I a I i . �, I I I �11 I I , I ! s J 1� % I ­ - t i _1� -r- I -1 4 1 q- , i I � I I r. I r i �.. I 1 4 I i R I '� t -I--+- . i i I_ i ,--17--r- i 1 4 --t- I 11 I I I I I I 1 ,� 4. I -_ -7 I I . J I i 1 �' I , �=�_ I � I 11 ---I __F__ I -.'- I . i J15 1 1 i _4_ I , --- I I I . I I . � 1 " 1 11 I I I i ; i ! 1­4­4- ___i_____!. -, __.�__ i _L i i� t �_ ,I . i i I -i i ; I I I �, __ - -___ -, 7 ! � i I I I 11 0 i I _�l ; i +_____.1__L_ I i r__1 - � -I- f . � I I I �_�' _ __� _­� i I ! I r! I � I 1 - -4- � I I .� I e I ,I i � i -�f __� __ ___ I I k I � �___L_ I �_ � + I � I � , I i I ­41- i I i� i p ! --I I � 1­_7 1 I I I I I I - DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE DATEI BY MARK ,;� I - '01or %j R.C.E. No. FOR: W.O. CWNTY Z 0 FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISION THE PLANS REVISIONS APM. DATE ' ' QF- CAL �:Z_ t��r_3ZIL 0�r & Q < < ENGINEER - CIOI)NTY RECOMMEN - BY WILLDAN -�DATE-�' DATE: 4/0 �0 f EXP. DATE 03/31/07 H: 1" = 40' V: 1" = 4' STANDARD PACIFIC HOMES FILE NO. 49 yary �- Cr FOR APPROVAL BY THE COUNTY. _ _ _ IIIIIIIIIIIIIIIIII . . -__ IIIIIII, 0 1 __ /� - -- -IIIIIIIIIIIIIIIIII � __ =jl 1 4 . , - ____ - - - - - - - I --a I'Z _7 ............ 7 .......... . .......... .............. ...... ........... ..... .. .. ...... 7L .......... .......... ...... .......... ...... z:: ...... ........ .......... . ...... ...... :7 7 =77 3- =71 E_ .... ...... ...... A-..: .4 7 ...... -7.7 7 7 -7, _A-_4 ---------- .......... ........... .....­.. -_:�. ...... J :A=. zz' ........... ............. ........... .... ......... ...... ...... .......... .......... .............. .................. .. ......... 7. :"7:7 -7 :7. E ......... ............... ......... ........... 7=-Z �:� . .-..I...... .... ... .... .......11R.4 ......... ... 4. ...... 77 .......... .......... ....... .......... .... ....... .77:77 7-777": 7" .......... ....... ................... . ......... ...... .......... 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PROFILE ON SHT. 9 OE OE OE- OT OT OT —0 OT OT OE� OE OE----- OE--___0E—__� EX. HEC. T T EX. R/V1 OIE OE ---,OE— —OE EX. R/W 180 cmv 00 W GAS EX. - - ------- - --- -- - -- - - -- ---- - +00 160+00 161 162-kib_ -NM'2n 163 '0 164+00 . I— d 9 0 65+00 EX. 2,C GAS 166+00 - 167+00 168+00 ItL 1E9+00 MR A C T.. B.0 _UN QA.Z Y. . 0 E3 0 N0021723015 __T T T T - — -- — — — — —— — — —— — ——— ———— —— —— — — — — —---- -- — ———— -- - — —— —— — �_:_T T D AZY T T PROPOSED 30 1% UJI PROPOSED SD h Me—— —— -- T PROPOSED 24' SD EX. le GAS zw w OEM :21 P% N0071,2rE co + T---r,-,>-,A..CT B.O.UKIDARY R/W STA. 162+84M 6 PVC, C-900, .M-150 M7.83r 80T.-24!SD 9 + STA 163+22.24 MENFM RD. DR. Pvc, C-9w, a.-vw RECYCLED WATM 1456.80 C.G-6 WIR. 0 STA 10+48.00 HERITAGE"I.AKE 0 RECYM WAIR 49 Er C/L 6 FW. 7EE V.L 2-6* F X H R.S.G. E CA CL 9 + 60 F X H ADAPTOR (My C4 r + ids cc lo 0 3-.—1 go 7' H "c Ir CA NX cc a- MEN,I:FEE ROAD cn w COO, Dom to C4 N Lo HERITAGE LAKE DRIVE cn I WEETI GRAPHIC SCALE 40 0 20 40 so DOMESTIC ECYCLED WATER APPROVED BY. E STE ICIP WATER DISTRICT IN FEET CIVIL ENGINEER OF StJBDIVISIONS _'DAIE 1 inch = 40 ft IN171AL DATE LL DIAL TWO WORKING BEFORE DAYS BEFORE PROJECT ENO. Irl. A24 YOU DIG APPROVALS INSPEC11ON I.P. 050038 TOLL FREE 1-800-227-2600 WTR. OPERATIONS ERGROUND SERVICE ALERT COUNTY OF RIVERSIDE I.D. 032/98 NOTE: COUNTY OF RIVERSIDE S.A. 41/35 w w SEAL-COUNTY SEAL-ENGINEER w 0 WORK CONTAINED 'WITHIN THESE PLANS SHALL NOT TRANSPORTATION DEPARTMENT 10 DouaAs Beim AND ASMATES BENCHMARK: TRACT NO. 31795-1 BACKBONE W-0- 11-126 COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A � ����I r L. ' Consulting CiAl Enaineers RIV. CO. B.M. M-13-63 DESCRIBED DOMES710RECYCLED WATED IMPROVEMENT PLANS c.o. S BEEN ISSUED. APPROVED BY. 557 WAW (949) 777-43W AS FOLLOW: IN THE INTERSECTION OF m IRVINF, CA 92618 FAX (949) 777-4303 SIMPSON RD, A PLANANDPROME COORD. 30�-D-42/44 1-INCH IRON PIPE AND TAG MARKED IVATE ENGINEER SIGNING 7HESE PLANS IS RESPONSIBLE FOR Lu No.339M 7A THE PR Lu t%dr CL to T T 77k ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN H 16 N, P.L DATE: No.28946 COUNTY SURVEYOR IN A CAP WELL _OF EREON. 1-4 ADDED LATERAL PROFILE SHEET Exp. 6/30/06 E)(P-3/31/07 10"0+00710 169+25 IN THE EVENT OF DISCREPANCISE ARISING AFTER COUNTY APPROVAL OR _O( REK' )OA& Ilut 33950 1FxP 06 MONUMENT. ELEV. 1!UIQ21 DURING CONSTRUCTION, THE PRIVATE -ENGINEER SHALL -BE RESPONSIBLE 'VI V:011% DOUGLAS W. MENIFEE ROAD FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISION THE PLANS DATE BY MAW, OPPR.1-DAM VIVI 9ENDER R.C.E. No. 28946 SCALF-- D- 3/& ?R REYMM FOR A OVAL BY THE COUNTY. 04mm F(P. W.O. CWNTY COUNTY Y WILLDAN fAZV= DATE EXP. DATE 03/31/07 H:_ 1" = 4V - V.- I" = 4' STANDARD PACIFIC HOMES FILE NO. < �m f�I . ...... ... ....... 77 :.7- .......... .........- -- - ---- 41- ......... .... ....... .. ....... ......... 7, z ............. .. .-A...... J r -T. . ...... :_: Z: .. ...... ........ f- -+-------------------- ....... X I" ........ .. ........................ ........ ............ 4., .......... ....... -a 7% .7 .7 ............................. m ............... .. ............... ........... ....... ........ :.- _:'_ .*,.-., . . . w. T. ='.7'7.77:'_77. 4­ 3 7= =7 o7 ....... ........ :71 r...... ............. ... ......... ... .... Z. 71. ............ .4...... ............ =71, ... ........... ....... .......... .7 7.1*.'. T:L .::7'. 7" ---------- ............. ........... ....... ...... ......... ........... ............. ............ ........ ........ . ............ ............7...... ........ --T ............ .7::.77: .... .... .... J %= ................ . .......... . ................ ............... 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'7" ...... ............ ............. w7 ....... ....... .......... ......_7 . ....... ... ........ ..:7 ....... ......... a m 7 J L .......... + ........ .7- ................. ......... ....... .. k 7: .... .......... 7- J 71" T 79 77 + ........... ........ .... Z ........ .... + ........... _J r....... ......... ....... _Z 4 ... ....... =tm A.- ....... ":7.7 .............. ........... .............. 7 ...........................�."_'.7 77.7­ 7 q 7. J V m=:v. .......... 7, ............ $ ...... 7 =X_ ROnLE SCALE _7 7717 ..... Z7. 4 ==4 .......... ........ 7 HE,I-EI-E HORIZZ.: -I =40 7: =7- 17::­+--_- VERT. Z ".7 fj_ 7z F_--:p 7 1"=4' 10+00 11+00 . 12+00 13+00 14+00 15+00 16+00 17+00 166+0 so MENFEE ROAD. m__ :LECTl%II FFA* WAY a STA 163+=4 &EWEE RD. ac 1 10 STA 10+4&00 fMTAM LAW,19. eq cm CRW -cc W I + 6' U. TEE go,<9 Mai == 0 1 It 2-f F X H -k&C%V. r'.. PVC, C 100: a gr V F X H ADAPTOR c+14 _900. CL_150 40 CO Lu to r_1 :Ic C. L RECY00 WA'S C4 cc STA. 11+1&93 olen 1&%40 BOT.-lu%w 21' N CA 1456.55 TOP-6 La kf ................................. . ..................... ----------- sm . ....... I J STA 10+00.00 HERITAGE LAKE C.L =STA 163+01.60 MDNFEE RD. C.I. 0 J( 00 10 11+001 12+=. 13+00 14+00 15+00 16+00 Ir RECL WA7ER 17+0 8-+-Uo ig t", :' * N8913'03*w - -29234 PER D+= f TZACT NJO. 50705 - 1 w 8 D& WAIR w PM D-2ffln 415. uj to 60 F.H ASSY J PR X 30705-1 of) J JCL LL I w 0 tj + C*4 HLERI E KE -DRIVE Ut qLL_* _jTj -1 0 L JJ _U_ JJJ 002 J LL _j L j u1j to C4 W) AD MIMIFFE W REFILIECTIM11 PEEF WAY JQ= cn GRAPHIC SCALE cq 40 0 20 40 80 0 LO DOMESTICAECYCLED WAT Eon APPROVED BY. EASTERN MUNI AL WATE'Rm DIS'I"RICT IN mm ). &A... MY-10 . I inch = 40 ft. CIVIL ENGINEER OF SUBDIVISONS DA% LL INITIAL DATE OJECT ENG. 00 DIAL BEFG,"'IE PR &_x a/p 7, if k a/vvs I.P. 050038 '�3 You DIG APPROVALS wspmm TOLL FREE 1-800-227-2600 I.D. 032/198 :5 < A PUBLIC SERVICE BY UNDERGROUND SOERVICE ALERT WrR. OPERAIONS COUNTY OF RIVERSIDE a. 0 S.A. 41/35 NOTE: SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER BENCHMARK: TRACT NO. 31795-1 BACKBONE W.O. 11-126 DouaAs BiNDM �W AMMYES .s o WORK CONTAINED WITHIN THESE PLANS SHALL NOT TRANSPORTA71ON DEPARTMENT sonsultina CiVil Enaineers RIV. CO. B.M. M-13-63 DESCRIBED DOMESTICAECYCLED WIER IMPROVEMENT PLANS c.o. < COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A APPROVED BY- AS FOLLOW: IN THE INTERSECTION OF um r4 557 WALD (949) Tn-4300 GRADING PERMIT HAS BEEN ISSUED. D SIMPSON RD, A .. COOORD. 30- D-42/44 'c-r 0 IRVINF. CA 92618 FAX (949) 777-4303 1-INCH IRON PIPE AND TAG MARKED CL 1% No.33950 No.289411 COUNTY SURVEYOR IN A CAP WELL STA 10+00 TO 16+45 SHEET_Z_OF 0) THE PRIVATE ENGINEER SIGNING THESE PLANS IS. RESPONSIBLE FOR I KHA A. VHM_M(, P.E. DATE: /C I 1 0 ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. Exp. 6/30/06 * Exp.3/31 07 -0 MONUMENT. ELEV. 14"..021 1-4-04 rZEK ADDED LATERAL PROFLE SHEET 339�% EXP. 6 3 06 HERITAGE LAKE DRIVE D-3J& ?? IN THE EVENT OF DISCREPANCISE ARISING AFTER COUNTY APPROVAL OR k1k DOUGLAS W. EN lvt%- 28946 SCAM --7---, J_ .j -7 ..... ..... L =_4 FT.. A, F DATE BY MARK R.C.E. NO. L) DURING CONSTRUCTION. THE PRIVATE ENGINEER SHALL BE RESPONSIBLE APIM. I IF CALIN'*J 1,116 It CWNTY < FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISION THE PLANS RMONS jt73 LVOV A 03/31/07 H: 1* 40' V.- 1" 4! FOR: WA FILE NO. RECOMMEN' STANDARD PACIFIC HOMES FOR APPROVAL BY THE COUNTY. 80NUR COUNTY DR!r ABYNLLDAN­tZA DATE: . EXP. DATE STA. 175+47.80 HOT TAP EX. 30" CML&C W L WITH EX. 30" CML&C 30"X6" SADDLED OUTLET CONNECTION FOR . PER D-1319 F.H. ASS'Y ( B-516) WITH FXF R.S.G.V & FXH STA 176+25.46 MENIFEE RD.- 'ADAPTOR BY EMWD AT DEVELOPERS EXPENSE. EX. 30" CML&C SEE LAT, PROFILE ON SHT. 9 = STA 10+00.00 TURTLE POINT DR. PER D-1318 OT OT OT OT OT OT OT QT . OT OT OT OT OT OT OT QT OT- - — C7E _ -- - - - - OE _ - - - - - --- — .__ — _ 57E- - - - - - - nF - - —�-- - - - - -- .roc - -- - - - --9E- - - - - G� � gE co C� EX. 30" GAS — -GE— _ _. _ - _ - - -- - - - - EX. RW EX. RW - ---" - - __ t - EX. 3O" GAS- _ (�L[� _ _ _ ___ __-- _- __ - -_ __ _ _ _ - - - t - - -- - -_. .._._- _ _ - _ - _... - ---- - ------=-- -------_.-,.- ------- -- - - _ _ __ __ __ . . _ _ - � �L �- b' - - - ----- - -- ----------- -- - -- - - - I--- - _-._.._ ...--_ . W WN _- _ - `- - . 170+00 _ �-Ex. 24" GAS - 171+00 - - - - - -- - ---- 173+00 - - --- ---- 174+00 r -- �- 175+00 - - 176+00 — - � 4 - � - - ---- -- - -- ---� , 24 GAS --- -- - - - ' - -'- -- -- -_- _--- d - j �- 177+00 178+00 179+00 180+00 181 0 ------------ 0) 7 _ TRACT BDRY. �r N00'212 E ❑ I - + V) Co -- - - - - - _- .- --� - - - -- _ -- -- T - - -- - _ r - - - --- - - ---•`------- -- -----r------- - -- -- --T -- -- - -- - _ -- T .-_ _ ._ _. _... N00'3111'E TRACT BDRY. � � � r- 0 LJv EX. 16" GAS- � _- - ._.____ _ __ _ ._ - ---- - - - ------- - �EX. 16-GAS - `-_ - _._ ._._.-_ _ - ..._ - _ _ _ _ - .I . UJI (f Q Li,J ---------- ---- - ------ j W _-� __-_ ___-_ _ __ - -- - (n __---_ ----------- - --- ------- ___-_ -- � ,---- -~------- _ __ --_ - _-- - ---------_ _ ---- ----_ -�.-�.••�i-•-�...�wr�,��_�_� _..`_____-_-.�. ( -_ ----_ ---------------------- - _�r�_�,_____-----------_--_ - ... �TR.A_GT. _. _.C30..V.tJ_DA.e`� � i -- . _ CT Bt�1DY..L_i T._2A_ACT ..._QD_U_t�ADA.2`r -.. TR . ' 31795- 3 I TR . 317.95- 4 FUTURE RESIDENTIAL AREA FUTURE RESIDENTIAL AREA TURTLE POINT DRIVE TR. 31795,--4 STA. 182+07.98 HOT TAP EX. 30" CML&C W/L IMTH 30"X6" SADDLED OUTLET CONNEC11ON FOR EX. 30" CML&C I F.W. ASS-Y ( B-516) IWTH. FXF R.&G.V & FXH ADAPTOR BY EMWD AT DEVELOPERS EXPENSE. PER D-1318 SEE LAT. PROFILE ON SHT. 9 OT OT OT Q i OT OT�R/W OT OT OT OT OT OT OT 0 e10E � OT ( . 30" GAS _�.�.fl _ — _+— _ � - - _ - __ - :J-....... -- - -- -..,:. --._ - - — .--- ---_ - -.- ---_ _ ---_ - -. - --_.._ �``_ .�.Rl� _ - - ._.. ___. -- .- _-_._._ _ 0 +00 -d- -" 1$2+ 0- - �-Ex.24" GAS 183+00 - - ._.____ - _.... -184+00 _ __ _--- - - -- 185+00 --------- 1$6+00 _ _ ___.._ __ _____ _ _ _- _ - -- - -- M a _ _-__ _ ---_- __ _ .---- - _ --- - - -_G 187+00 W �,r, 188+00 �- 189+00 190+00 �.... ❑ N0O'3i 11 1 4- E TRACT BDRY. 0C? - - - - - -- _ _ --- - - - -- -_ - --- -- -- -- -- -- ---- ---- -- ----_ -------_ -- _ ---- _ _ _ __ _ _ _ _ _ _ _ __ _ -- -____= --- - -- - - �-- _ _ _ TPt-ACT 6o.UMDAeY 16" GAS - - ---- - --- - - -- -- -- - - -- ---- - -- -r�- -=�- in /� i� W W I— ----_ ------------- -- -_-_---------_-----____ ____ _ __ —.,...._- ---�.__-- ------.----- _o_ z ----- - .—_-----------__---- --- -----------------------------__�_��� --------------- _------__-__---___-- _- ___._._� ---== ���--------------------------7 J TRACT 50..UMDA.2Y ........ o I Q W W TR . 317.95-- 4- TR. 3179 -1 .� ( . W FUTURE R E RESIDENTIAL AREA -TRACT BDRY . I TRACT BDRY. MENIFEE. ' ROAD Lo M �D5 N V GRAPHIC SCALE �N 40 0 20 40 80 ¢lq- DOMESTIC RECYCLED WATER APPROVED BY: a CP EASTE N MUNICIPAL WATER DISTRICT - �Q IN FEET n...• aM. d o i inch 40, ft. o CIVIL ENGINEER OF SUBDIVISIONS A LC , DIAL TWO WORKING INITIAL DATE -' - BEFORE DAYS BEFORE PROJECT ENG. fikfilo6r, I.P. o5oo3s �o0 OU DIG YOU DIG APPROVALS INSPECTIONf f f TOLL FREE 1-800-�227-2600 / 1 M. OPERATIONS nn I.D. 032 98. a o A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT U N TY V F RIVERSIDE S A 41/35 w Nz NOTE: SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER DDUGLAs BENDER AND ASSOCIATES BENCHMARK: TRACT NO. 31795-1 BACKBONE' W0. 11-126 o_ m WORK CONTAINED WITHIN THESE PLANS SHALL NOT OFESS/pl, TRANSPORTA11ON DEPARTMENT QROFESS�p _ Consulting Civil Engineers RIV. CO. B.M. M-13-63 DESCRIBED DOMESTIC/RECYCLED WATER IMPROVEMENT PLANS C.O. COMMEGRADING PERMIT AN HAS BEEN ISSUED. PERMIT AND/OR A ���.p�� T��� APPROVED BY: h���JG�Ps w e��o��2 557 WALD (949) 777-4300 AS FOLLOW.LINDENBERGERIN THE RD AND 51MPSON10 D,OF m A PLAN AND PROFILE COORD. 30-D-42 44 v y � � � O � � IRVINE, CA 92618 FAX (949) 777-4303 / Q I '.�l 0 1-INCH IRON -PIPE AND TAG MARKED �, No.33950 ti `/ , No.2894s COUNTY SURVEYOR IN A CAP WELL STA 169+25 TO 183E SHEET 8 OF 9 a 0, THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR KHAL A. 0 M P.E. DATE: ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. * Exp. 6/30/06 ' * Exp.3/31/07 �' MONUMENT. ELEV. 1444.021 ADDED LATERAL PROFILE SHEET 1 R. 3395 E 6-3 -06 * MENIFEE ROAD D— / DO a IN THE EVENT OF DISCREPANCISE ARISING AFTER COUNTY APPROVAL Off - - (ZEK I `J'q CIVIL ��P �9 CIVI1. ��? DOUGLAS W. BE DER 28946 SCALE: o i-- DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE DATE BY MARK PR. DATE fit'pF G t-3 ZOO �c' pR R.C.E. NO. Z U FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISION THE PLANS REVISIONS CA 11% — pF CA1.�� - " " FOR: W.O. COUNTY Q a FOR APPROVAL BY THE COUNTY. ENGINEER COUNTY RECOMMENDC BY WILLDAN DATE: DATE: e S EXP. DATE 03/31/07 H: 1 = 4O V: 1 = 4 STANDARD PACIFIC HOMES FILE N0. N ,