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918-UU 12/19/2002 Street Lighting Plans Interim Striping P Newport Rd, La Ladera Rd STA . 1 1 + 00 . 00 _l T SEE BELOW RIGHTr ��J 2 J J T,T_,jN/1_, 2 J J J J T T J J U R_E� D , V L 0 P j\jl E� 1 (F_JUTUR_r___, DLVrL0Pi\_/1r1N_f) 60 ROADWAY � FUTURE STREET EASEMENT TO COUNTY PER T.T.M. 28886 WT. STA. 80+00.00 HONEYRUN ROAD I 32' WIDE SECONDARY = 54+58.80 LA LADERA ROAD STA. 85+86.95 HONEYRUN ROAD I ACCESS ROAD PER SECONDARY ACCESS ROAD I I STREET IMPROVEMENT PLANS S 377 CD BARRICADI PER o I 7 OFF' REET'` I I IMPROVEMENT PLANS (MS 3776) I 16' 16' 3 FUTURE C & G R/W I FUTURE C & G G R/W N N FUTURE & — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 24 — — — — — — — — — — — — — — — 3 N 3 79+00 81+00 GGGo 82+0+ 0 8 0 84+00 78+00 -+ — � — — 85 F00 — — 87 F00 88 i 00 � — 89 - 9 + �— 24' H O N E Y R U N `O N 86+00 ROAD FUTURE IMPROVEMENTS N v' 77+00 d M vEMEN�S N— — — — - RO 76+00 FUSURE \M o / 3 FUTURE C & G BARRICADES PER C & G } Q R/W 32' WIDE TEMP. OFFSITE STREET Q STREET IMPROVEMENT ACCESS ROAD PER IMPROVEMENT PLANS 0 I PLANS (MS 3776) (MS 3776) N RIw I � I 16' 16' LQ Z ?I�' W + o J ig,/�J �� J�J r�� T��JCD NT r>N T o \O LL_� -7 OT -Z CD '4 T UR D '_� V --j L 0_P 1\1 T) LO � 0 0 11 22' 2 ' 22' ` 0 EDGE OF PAVEMENT LO 32' WIDE TEMP. ACCESS ROAD PER e,2'` STREET IMPROVEMENT UA PLANS (MS 3776) 9 J'9 EDGE OF PAVEMENT STA . 5 0 + 0 0 . 0 0 �y �� r AA \ \/ T / T ��J rI�J r ��1\J r � G-.Vsa I-, J J JJJ �� SEE FAR RIGHT / ' �� s� �s�� T rM FR STA. 30+38.29 LA LADERA ROAD F \�R / Oy��G, QL COUNTRY FAIR DRIVE ,- 1 '?,j* s ' / 1 J J X EXIST. R/W EXIST. C & G Lv \ 9 � W � sP �p O� Z o �� Zav �� N - - - - - - - - — N — NO EXIST. j �3 o r' 1 = X p N RIDGEMOOR ROAD N STRIPING J — 2 J O W CP N O U N � O PO M � EXIST. E.P. Q o z `t o koo IMPROVEMENTS PER -- - Q CO w W N w z ^ w N STREET IMPROVEMENT EXIST. R/W I�EXIST. R/W °' ; w + >- PLANS (MS 3776) I 5 (,�f m ' FUTURE C & G �6�0p 11 INT. 20+79.90 SECONDARY ACCESS ROAD I o — — — ►Q z w EDGE OF PAVEMENT R�W A.C. DIKE = RIDGEMOOR ROAD 0 0Li — + I 29 co w m _ I o f • 11 — 31+00 — "' �' �r 20\ FUTURE R/W--� I 16' 16' I , O 32+00 N 33+00 _,� - 2p �---I 32 WIDE SECONDARY ACCESS ROAD PER O \ 11 C & G ° - N LA 9 G G' R�w I STREET IMPROVEMENT I I PLANS (MS 3776) } A.C. DIKE I EDGE OF PAVEMENT R/W 40 60' ROADWAY �N E � I CD o I 5� N EASEMENT TO COUNTY + Underground Service Alert 120, 20 _ - EFORE y G • I I w . 37+09.54 LA LADERA ROAD Rp,C - r c 18 r� I I \ r �� Pye o ° a Call: TOLL FREE w STAB ROBINSON' CREEK LANE r, r,1\/�, � 0 r, r,1 J�, � J Q o l 1 � �- I I l l �' r�\ \- 1 —800 I— I I �r J rJr�r �r yr i J��\��r I � rJ (r J rJr�r rJr\fir I Jr'� �Jr� � r� 227-2600 t� I I � I I FUTURE TWO WORKING DAYS COUNTRY FAIR BEFORE YOU DIG - DRIVE TRACT P28754_1 OWNER / DEVELOPER NEW WEST T c-T 2 � �J% J STA . 1 8 + 00 . 00 FPROPERTIES scALE: 1 = 60 SEE ABOVE LEFT 369 SAN MIGUEL DRIVE, SUITE 375-A 0 30' 60' 120' 180' 240' NEWPORT BEACH, CA 92660 (949) 640-6420 * FAX: (949) 640-6484 NOTE: SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER CSL ENGINEERING, INC . BENCHMARK: MS 3776 SHEET NO. WORK CONTAINED WITHIN THESE PLANS RIV. CO. B.M. M-48-69 DESCRIBED AS FOLLOWS: SHALL NOT COMMENCE UNTIL AN QROFESS/pN TRANSPORTATION DEPARTMENT QROFESS�k 0.7 MILES EAST ON NEWPORT RD. FROM GOETZ RD., ENCROACHMENT PERMIT AND/OR A �O P., p q� 1 1651 STERLING AVENUE, SUITE E 85' SOUTH OF NEWPORT RD., 24' NORTH OF POWER POLE COUNTY O F RIVERSIDE GRADING PERMIT HAS BEEN ISSUED. Q` k.� Ty F P� ci F` RIVERSIDE, CALIFORNIA 92503 2 <v I, �. APPROVED BY: <c, q 2 215388 IN A NORTH-SOUTH POWER LINE 16 EAST OF ` ti �' (909) 785-5122 * FAX (909) 785-5180 ' THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR cD Y ran E3 ? m A DIRT ENTRANCE TO A RANCH, 1 EAST OF DOWN GUY, w m w rn 1 NORTH OF A MARKER POST, SET A BRASS DISK IN INTERIM STRIPING PLAN ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN IN HEREON. w 33950 � r � No. 25917 IN THE EVENT OF DESCREPANCIES ARISING AFTER COUNTY APPROVAL ,t Exp. 6/30/02 * / 3 b k Exp. 12/31/01 * THE TOP OF A CONCRETE POST. p Ey,_ 1409,771 OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE �!'� Q DATE s P PREPARED BY: R.C.E. N0. 25917 19&9 OF 2 SHTS RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND MARK BY DATE APPIR DATE 9T C►VI� �� < C,R(SS/h/a/1�' C?M'/�R. C 4 9T CIVI\. �� EXP. 12 31 01 SCALE: AS SHOWN REVISING THE PLANS FOR APPROVAL BY THE COUNTY. [—ENGINEERREVISIONS F�F CA1-\FG� � FOF CAUFG� G� S DATE: 3-3-Do „- FOR: W.O. COUNTY COUNTY RECOMMENDED DATE RICHARD A. SCIANNI H: 1 =60' V: N/A FILE N0. - JN506/03-01 -00/506STRIP2.DWG/S:60 COUNTY OF RIVERSIDE TRAFFIC SIGNAL , LIGHTING , SIGNING AND STRIPING PLANS FOR NEWPORT ROAD AT LA LADERA ROAD MS 3 ' GENERAL NOTES: I CALL BLVD. MC 1 . All required striping, pavement markers and signage shall be provided and installed by the contractor. 2. All striping and pavement marking removals shown on the plan shall be removed by sandblasting or grinding as directed by the engineer. 0 3. The location of all signs shall be determined in the field by the engineer. Qf m M U R R I ETA 4. Double yellow stripes shall have a 3 inch painted black line separating 4 inch yellow lines. Q 5. Thermoplastic crosswalks shall have 8 feet between 12 inch white stripes. w w 6. Turn arrows shall be located as shown on the plans unless otherwise directed by the engineer. J 7. Striping layout (cat-tracking) shall be approved by the engineer prior to installation of striping. D 8. All existing raised pavement markers within the project area shall be replaced in kind as detail on the signing and striping plan and as directed by the resident engineer. 9. Signs shall be standard size unless otherwise noted on the plan. Salvaged signs shall be delivered to the Riverside County Maintenance Yard, 2950 Washington Street, Riverside, CA. RIDGEMOOR RD. 10. All Material and work shall conform to the July 1999 standard plans and specifications of the State of California Department of Transportation. 11 . Locations of all underground utilities are approximate. The contractor shall determine the exact locations and verify all conditions on the job site prior to HONEYRUN R� commencing work. The contractor agrees to be fully responsible for any and II damages which might be occasioned by his failure to exactly locate and preserve any and all underground utilities. The contractor shall notify all concerned utility companies at least 48 hours in advance of excavation. Call underground service alert at (800) 227-2600. Hand dig until clear of obstructions as directed by the TOTAL G' Cro engineer. OUANTM 12. See Caltrans standard plans ES-1A and ES-113 for symbol and abbreviation OFT m legend. .p� J 13. Existing privately owned improvements on public right-of-way shall be NEWPORT RD. protected or replaced, as directed by the engineer. 14. The County right-of-way shall be kept clean of debris, with dust and other CONSTRUCTION NOTES nuisances being controlled at all times. The contractor shall be responsible for any clean up on county right-of-way affected by his construction. Method of street cleaning shall be dry sweeping of all paved areas. There shall be no LS INSTALL TRAFFIC SIGNAL 1 LS stockpiling of construction materials within the County right-of-way without the permission of the inspector. RS REMOVE AND SALVAGE SIGN AND POST. - Ech 15. All pull boxes shall be #5 except as shown otherwise or approved by the O INSTALL THERMOPLASTIC PAVEMENT MARKINGS PER CALTRANS STANDARDS. - SF engineer. Maximum spacing shall be 500'. PROJECT 16. -Each conductor, in each pull box shall be identified as detailed in the O INSTALL TRAFFIC SIGN, PER CALTRANS STANDARDS. Ech conductor schedule with a permanent identification bands shall be embossed aluminum foil type with pressure sensitive oil resistant adhesive backing. 3O SANDBLAST CONFLICTING STRIPING. REMOVE EXISTING CONFLICTING - LF 17. All spare conductors shall be continuous with 6' of slack in each pull box. REFLECTIVE PAVEMENT MARKERS. 18. Detector curb terminations shall be type "A" per standard plan ES-5E. 40 INSTALL 12" SOLID WHITE THERMOPLASTIC MARKING. - LF 19. A minimum of 2 feet of clearance shall be maintained between telephone conduit and electrical conduits. O PAINT 8" SOLID WHITE CHANNELIZING STRIPE-DETAIL 38A. - LF 20. A minimum of 15 feet of clearance shall be maintained between the controller cabinet and the service equipment enclosure. © PAINT DOUBLE YELLOW STRIPE-DETAIL 21 . - LF 21 . All pull boxes in unimproved areas shall be traffic bearing. 22. Obtain approval for exact equipment locations prior to final placement. T PAINT 4" WIDE WHITE LANELINE STRIPE. - LF O Striping layout (cat-tracking) shall be approved prior to loop detector installation. Z 23. All vehicle indications shall be 12". Pedestrian signals shall be Type A, Symbol. ® PAINT DOUBLE YELLOW MEDIAN STRIPE-DETAIL 28. - LF All signal heads and backplates shall be metal with louvers. All lenses shall be LOCATION MAP glass. NO SCALE 24. All loops shall be 6' round with minimum 10' spacing in the direction of travel and centered in the lane except as shown(see loop placement detail). Place 1 ' behind limit line unless otherwise indicated. Loops shall be tested and approved prior to filling sawcuts. 25. Conduit shall be 2 inch rigid metal unless otherwise noted on the plans. All conduit under paving shall be installed without open cutting. 26. A minimum of 6 feet of slack shall be provided at each pull box and 15 feet INDEX OF SHEETS' of slack at each controller cabinet for signal interconnect cable. 27. All red, green, and pedestrian sections of traffic signal faces shall utilize light DDe � DESCRIPTION emitting diode (LED) signal modules. SHEETS O N0. S 1 TITLE SHEET 2 NEWPORT ROAD AT LA LADERA ROAD SIGNAL AND SAFETY LIGHTING PLAN DIAL TWO W❑RKING 3 DETAILS BEF❑RE �� DAYS BEF❑RE Y❑U DIG YOU DIG 4 NEWPORT ROAD AT LA LADERA ROAD TOLL FREE 1-800-227-2600 SIGNING AND STRIPING PLAN A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT NOTE: EAL COUNTY OF RIVERSIDE SEAL 0 WORK CONTAINED WITHIN THESE PLANS Q�Of:ESS/OM,� TRANSPORTATION DEPARTMENT Q�oFEssiv�� 3776 LIP. M � �• N SHALL NOT COMMENCE UNTIL AN �� F �i� SON w `Fy Suiteo30o°te Park �. A o y AP.ROVED BY 'l p Irvine, CA 92606 COUNTY OF RIVERSIDE N ENCROACHMENT PERMIT AND/OR A o,'� � j'#'- G'i _ y v� 9I' y Phone: (949) 660-1994 GRADING PERMIT HAS BEEN ISSUED. W �. �y m W Q cn m URBAN Fax: (949) 660-1911 TITLE SHEET o THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR No o �t/�/ CARLETON WATERS R.C.E. No. 52916 NEWPORT ROAD AT LA LADERA ROAD ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN IN HEREON. * Exp,g" * KHALED OTHMAN EPT. SPORTATION DATE IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL DATE 12/31/02 FILE N0. OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE sr C��` �� ! C�V�� ►`� SHl"S N RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND DATE BY MARK APPR. DATE �rF OF cA►.�Fo�� 2 rF OF CA1.�F�Q� PREPARED BY: R.C.E. N0. SCALE: FOR: W.O. COUNTY o REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER REVISIONS COUNTY RECOMMENDED BY: DATE DATE H: V: JOHN LAING HOMES 0629 FILE N0. Vill/ 0 P O L E AND E QUIP M E N T SCHEDULE STANDARDS VEH. SIG. MTG. PED. SIG. P.P.B. POLE STANDARD SHAFT MOUNTED LOCATION H.P.S. No. Sig. Lum. MAST I.S.N.S. Type HEIGHT M.A. M.A. ARM 0 Quad. A B POLE MTG. Luminore (SEE SPECIAL PROVISIONS) O 15 30' — 15' — — — 6 S 8 3' 20OW — I © 15 30' — 15' — SV-2—T SP-1—T — — 9' 3' 200W - I I I La Laderan 18-4-129 17' 20' — 2—MAS SV-2—T — SHOWN 3' I � I OD — "Newport" CONSTRUCTION NOT�� S SHEET) 16-2-129 17' 20' . I 1❑ FURNISH AND INSTALL TYPE 170E NEMA CONTROLLER ASSEMBLY IN 332 CABINET I I ( OE 17-2-129 30' 20' 15' MAS SV-1 —T SP-1 —T 4 E 8' 6' 20OW "La Lodero" WITH COORDINATION, DETECTOR SENSORS AND AUXILIARY EQUIPMENT. I I Q EXACT LOCATION PER ENGINEER. ( I CD O F 1 A 10' — — — TV-1—T SP-1—T 6 S 10' 3' — — I 20 FURNISH AND INSTALL TYPE 111—CF 120V1240V DUAL METER SERVICE EQUIPMENT I I o ENCLOSURE. SIGNAL AND IISNS TO BE CONNECTED TO ONE METER, AND SAFETY N I j I EXACT POLE LOCATIONS DETERMINED BY ENGINEER IN THE FIELD. LIGHTING TO BE CONNECTED TO SECOND METER. THE CONTRACTOR SHALL I POTHOLE POLE FOUNDATIONS PRIOR TO ORDERING POLES. PROVIDE FOR ALL REQUIRED ELECTRIC SERVICE HOOK—UPS. INSTALL TYPE V P.E.C. AND P.E.U. IN PEDESTAL. 3❑ INSTALL 3" SCHEDULE 80 PVC CONDUIT, WITH PULLROPE FOR EDISON POWER FEED I N TO PP#4063369E. CONTACT ED GRIFFEN AT SO CAL EDISON PRIOR TO BORING. CONTACT NUMBER (909) 928-8209. I I W N/A I I I I © INSTALL 3M MODEL 722 OPTICOM DETECTOR, 3M MODEL 138 DETECTOR I I I ❑ CABLE AND 3M MODEL 562 RACK MOUNTED PHASE SELECTOR EQUIPMENT. I I Q SEE DETECTOR MOUNTING DETAIL SHEET 3 OF 4. �7 INSTALL R34 ON MAST ARM. I I EX. CUR I ® INSTALL DETAIL W. SEE DETAIL SHEET 3 OF 4. I I I ❑9 INSTALL R73-3 SIGN ON MAST ARM. I Q o 10 INSTALL DETAIL 'B'. SEE DETAIL SHEET 3 OF 4. R/W I EX. CURB ( J N 11 INSTALL R96 & R96A SIGNS ON POLE. I I I 22' I 22' I J I 4J91L I I R/W N I I I I I I I I I o I I N I I I 20 10 0 20 40 60 4J5U I I I I I I EXISTING CURB & I GUTTER 77 — — — — — — ( I �� SCE TO REMOVE EXISTING EXISTING EDGE OF R/W —� ¢4 I HANDHOLE AND INSTALL PAVEMENT -H z I 4 I O NEW VAULT WITH ELECTRICAL CONNECT/ON / V w Uj 2"C, 3#6 (SERVICE) 2 6 5 I F 3 R W NEWPORT ROAD �' R/W NUj 1 _ nnz 12W SCE TO REMOVE EXISTING R/W 2"C, 1 DLC 2 C, 1 DLC FOUNDATION COMPLETE. R/W — — 12W 12W 2W 12W 12W — — — 46 12W 12W — — —_12W-- — — 2b1' ------ 17� . ----------12W -- 6E 12W 2W �T� —————————— — 3 ———————————————————————————— —————————————————————————— EP EP 2"C & 6#10 $5 1 1 EX. CURB7 7 8 0 po EX. CURB X. C / — 9+00 12w -- N— — — — 5J9U — SJ 1 U — — 2 — 10 — — — — 12+00 13+00 N � � — — —� — — — — — 405' TO EP EX. AC BERM N N 04 11 N EX. AC BERM X—WAL EP � 405' TO ------------------------------ — _-- _ _—¢�—_ --- -------------------------------------------------- ------ X—WALK PP 5T 5T PP" EP EXISTING ASPHALT 2"C, 2D RW / BERM R/W 6 1 EXISTING EDGE OF 22' 40' R/W R/W PAVEMENT � + EXISTING LOCATION NEWPORT ROAD R/W cn ao PP#4063369E. PP P PP p 0 0 DIAL TWO W❑RKING BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE — A PUBLIC SERVICE BY UNDERGR❑U DOO-227 SERVICE A6LOERT NOTE: THIS PLAN IS ACCURATE FOR ELECTRICAL WORK ONLY. m EAL COUNTY OF RIVERSIDE EAL SERVICE ADDRESS: 3716 LP. ND. �l014S SHEET NO. oFess�o TRANSPORTATION DEPARTMENT QAOFessio 29987 NEWPORT ROAD NOTE: N WORK CONTAINED WITHIN THESE PLANS Q� �q! �O '! 41 Co po0rate Park COUNTY OF RIVERSIDE SHALL NOT COMMENCE UNTIL AN Q� A F Suite 33 N ENCROACHMENT PERMIT AND/OR A gam`° Oj, FyP/ PPROVED BY y��' �t�,��N h � yp� Irvine, CA 92606 - SIGNAL ENERGIZED: 2 r GRADING PERMIT HAS BEEN ISSUED. ,� m W Q cRossRonos Fax:ne: 949) 660-1994 a Q U RBAN TRAFFIC SIGNAL AND LIaHTN�Ia PLAN ago ♦ L/**t/� � CD (949) sso 1911 CARLETON WATERS R.C.E. No. 52916 NEWPORT ROAD AT LA LADERA ROAD o �"M K A. OTHMAN DEPT F TRANSPORTATION DATE * * 01 - DATE 12/31/02 FILE NO. SG: 1317 OF SHTS 01V1\- � �2 L9 6 sr�r CIVIL � LT: 2417 FOR: W.O. COUNTY DATE BY MARK APPR. DATE rF OF CA0FoQ� F OF CA��Fa PREPARED BY: R.C.E. NO. 9 0 ENGINEER REVISIONS COUNTY RECOMMENDED BY: DATE DATE JOHN LAING HOMES 0629 FILE N0. U 04 PEU PEU 0 6 P - »B" -y I f �6 �5 i 120 VOLT SERVICE w 120 VOLT SERVICE CURB//BERM FLOW LINE Z Q OR E6GE OF SHOULDER , �2 � 02 _ 04P i 20 AMP J 30 AMP D CIRCUT BREAKER CIRCUT BREAKER SEE NOTE 1. G m TO ISNS TO LUMINAIRES o �B Z - PHASE DIAGRAM o Q %sue o U w� W 15 AMP 15 AMP Of BCR BEGIN CURB PHASE SEQUENCING CIRCUT BREAKER CIRCUT BREAKER o » RETURN CONTACTOR CONTACTOR 30 AMP, MERCURY 60 AMP, MERCURY TEST SWITCH TYPICAL SIGNAL POLE PLACEMENT UNLESS DIMENSIONED ON PLANS 14=TNE LOOP DUAL PEC WIRING DIAGRAM SIGNAL STANDARD PLACEMENT DIMENSIONS ACTOR SCHEDLLE & EQUIPMENT LOCATIONS SENSOR UNIT CHANNEL DETECTOR OPERATION NOTE 1 4J5U NORMAL 1. FOR "A" AND "B" DIMENSIONS, SEE POLE SCHEDULE, OR AS DIRECTED BY THE ENGINEER. 2 4J91- COUNT LOOP PLACEMENT & #2 1 6J2U EXTENSION 2 6J4U NORMAL SAWCUT DETAIL #3 1 212U EXTENSION 2 214U NORMAL #4 1 5J9U COUNT 2 5J1 U NORMAL 30' 15' 10' 1 ' TYP. TYP. TYP. TYP. 0 0'7p1 NOTE BACK CLAMP ALL SECTIONS 12" W/4 BOLTS 7/16 DIA HOLE IN CLAMP NOTE (ASTM A-307) ® ALL SECTIONS 12" SPECIFY 3/8" ! 3U8"-16UNCPPLIED I T BLUNTH A CONDUCTOR "F" CONDUCTOR SCHEDULE 1.5" DIA DEBURRED ! POINT TAPPING SCREW ® ® HOLE IN CLAMP ! (PILOT HOLE TO BE A W G SIZE 1/4" FIELD DRILLED) OR POLE OR CIRCUIT CLAMP NOTCH OR DRILL CABLE TYPE AAAAAAA FOR DRAINAGE POLE — A 1 1 1 1 6 <- I 1 " DIA HOLE W/GROMMET B 12 j \1 —1/ CLAMP DETAIL COND. C 2 _ 2 _ — _ — _ — _ — _ 2 _ NOT TO SCALE D DETAIL " A" >> DETAIL B (TYPICAL FOR 8' ISNS) F 10, 3 — — — — — — — — — — — — i COND. 1 4 TOTAL 1 2 REMOVABLE �1 2 4 2 2 — 3 1 1 - 1 2 3 CAP — ----------------------------------------------------------— — 12 — — — — — — — — 24 FROM TOTAL — — — — — — — POLE BASE LUMINAIRES — — 2 2 2 — — 10 UL APPROVED SIGNAL COMMON 1 1 1 1 1 2 2 8 1' 1, WATER TIGHT TOTAL 1 1 3 3 3 2 2 THIRD TAB FOR 6' ISNS (ISNS MOUNTING DETAIL ELECTRICAL BOX 6 SIGNAL SERVICE — — — — — —NOT TO SCALE TYPE 'B' DLC 02 1 2 04 — — — — 2 2 2 2 #16 45 - 2 - - - - 2 06 - - 2 2 2 2 2 TOTAL — 3 2 2 4 4 8 Q P ❑PTIC❑M CABLE (FOR FUTURE) — 1 — — — 2 3 Dc� " C❑NDUIT SIZE 2" 3" 3" 3" Y 3" 2-3" hE, � O DIAL TWO W❑RKING BEF❑RE DAYS BEFORE Y❑U DIG YOU DIG TOLL FIRE A PUBLIC SERVICE BY UNDERGR❑U D00-227-2 SER ICE ALERT NOTE: THIS PLAN IS ACCURATE FOR ELECTRICAL WORK ONLY. SEAL COUNTY OF RIVERSIDE SEAL m NWORK CONTAINED WITHIN THESE PLANS o e�OFE3S/O" TRANSPORTATION DEPARTMENT Q�oFEss/p r��r MS 37i� �' N0. "0145 SHEET NO. N �, �� "�� suite°300°te Park COUNTY OF RIVERSIDE SHALL NOT COMMENCE UNTIL AN ,Q` j Q l BY ,�'t�` �oN Fy Irvine, CA 92606 \ C? Q� �� P� c--'- ' ioA,os Fax: (949) 660-1994 ENCROACHMENT PERMIT AND/OR A g y PROVED ,� N GRADING PERMIT HAS BEEN ISSUED. o �yrn s URBAN DETAILS 3 cc NO.33950 IlL /t //�� Q Nm CARLETON WATERS R.C.E. No. 52916 MAIN STREET AT BROADWAY STREET � KHALED THMANN, . OF SPORTATION DATE * 6/30/06 * * DATE 12/31/02 FILE N0. �r CI V IV �� CI V J\. �� OF SHTS N DATE BY MARK APPR. DATE ��F pF CAS\FO�� RECOMMENDED BY: 12 /�D�� TF Ty OF CA1.\FO�`�' PREPARED BY: R.C.E. N0. SCALE: FOR: JOHN LAING HOMES W 0 0629 FILE N 0. • 0 ENGINEER REVISIONS COUNTY DATE H: V: I � I 22' 22' I ' I i ©100' I I I I I I TOTAL OUANTITES I 22 22 s I O ----------------- ----------------- O I i ✓ �� I I 0 0 ; , WW V U m m ( I '- -F - - - OZ CONSTRUCTION NOTES _ I- 20 ,o o zo 40 so R ______ ___________ S REMOVE AND SALVAGE SIGN AND POST. 5 Ech — I NMOM O INSTALL THERMOPLASTIC PAVEMENT MARKINGS PER CALTRANS STANDARDS. _ SF , i O INSTALL TRAFFIC SIGN, PER CALTRANS STANDARDS. — Ech — i 22'g 22' 3O SANDBLAST CONFLICTING STRIPING. REMOVE EXISTING CONFLICTING I r W REFLECTIVE PAVEMENT MARKERS. — LF — r I ® CD INSTALL 12" SOLID WHITE THERMOPLASTIC MARKING. _ — 20W41 I m LF I O PAINT 8" SOLID WHITE CHANNELIZING STRIPE—DETAIL 38A. — LF I © PAINT DOUBLE YELLOW STRIPE—DETAIL 22. — LF O PAINT 4» WIDE WHITE EDGELINE STRIPE, DETAIL 27B. _ LF I I O I I I I I I I i i I , I I i I , 6 370' I I I I i I I I I � I i � I I I I I I I I I I 22' 22' I , ' I I s I I I z 750' TO _, LIMIT LINE I _-- -- - i I 10' OUTSIDE Z RS W70 a RS TYP. Q cn OR1 I RS W7q� LADEREA RD" : N NEWPORT ROAD 7 SW1 It 7 OTYPE IV(LT) 500 TO 2 W41 -- -- -- -- -- -- -- -- -- --- - -- -- -- -- -- 500' TO -- - -- -- -- -- -- -- -- - LIMIT - LINE L LINE - -- -- - - -- -- ------------------- ------- -------------------------------------------- --------------------------------------------------- - =- 1- - ©90' M 3 ' 4 'r' ---------------- -- ---- - - - - - - _ 7+00 o - = i2 =F- ---------- -------- - - - - - - - - ,z+ao 13'°0 ------- -- ---- 90' OPENING 3 N - - ---- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- - -- -- -- -- -- -- RS W 50 FEET" 02 W41 RS W74 " 7 ©260' O 5 150' ©150' 2 W56 O ,E� _" " 6 500' NEWPORT ROAD O W LA LADEREA RD O \-,W SUBJECT TO FLOODING O TYPE N Q R SCALE: 1 "= 40' DIAL TWO WORKING BEFORE ��.�0 DAYS BEFORE 0 20' 40' 80' 120' 160' YOU DIG YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT NOTE: EAL COUNTY OF RIVERSIDE SEAL MS 3776 Lp. NIX "0145 SHEET NO. o WORK CONTAINED WITHIN THESE PLANS QROFESS/py TRANSPORTATION DEPARTMENT QROFESS/ON N SHALL NOT COMMENCE UNTIL AN �� ! �O �! 41 Corp0o0rate Park ENCROACHMENT PERMIT ANDL A A � A op `cyp APPROVED BY .t�� SON w Fy Irvine, CA Suite 33 COUNTY OF RIVERSIDE ~ y cz Q�� p=n URBAN Phone: (949)6660-1994 GRADING PERMIT HAS BEEN ISSUED. v '� TRAFFIC SIGNING AND STRI1Q PLAN 4 � �3� s ' Z/'�� W Q � rn cRossRo,nos Fax: (949) 660-1911 CARLETON WATERS R.C.E. No. 52916 * �� * HALED OTHMAN, S RTATION DATE * * 12 31 02 NEMI W ROAD AT LA LAM ROAD 4 CIVIV �� CIV1�. �� DATE FILE N0. � DATE BY MARK APPR. DATE r�rF OF CAI�F \ 1 . 12l/q o rF pF OA`�Fo� PREPARED BY: R.C.E. N0. SCALE: FOR: W.O. COUNTY 9 o ENGINEER REVISIONS COUNTY RECOMMENDED BY: DATE DATE H: V: JOHN LAING HOMES 0629 FILE N0. �� GENERAL NOTES o CONSTRUCTION NOTES & OU AN TI TY ESTIMATES 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA, 9• STREET LIGHTS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROVED STREET LIGHTING MS 3776 QUANTITIES AND RELOCATION COSTS OF ALL EXISTING UTILITIES. PERMITTEE MUST INFORM THE COUNTY OF PLAN' ITEM DESCRIPTION A PROVEMENTS 28754-1 ULTIMATE OB TRACT CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION. 10. CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND CONSTRUCTED PHONE (909) 955-6790. ACCORDING TO COUNTY STANDARD NO. 206 AND/OR NO. 207, AS DIRECTED IN THE FIELD. OFFSITE 1O CONSTRUCT TYPE "A-8" CURB & GUTTER PER STANDARD NO. 201 (8"C.F.) 11,302 L.F. 3,970 L.F. O2 REMOVE EXISTING A.C. PAVEMENT 13,130 S.F. 13,130 S.F. 2. THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO COUNTY STANDARD NO. 816. 11. ONLY LANDSCAPING CONSISTING OF GRASS AND PARKWAY TREES MAY BE INSTALLED WITHIN PARKWAYS ON LOCAL RESIDENTIAL STREETS WITHOUT SEPARATE LANDSCAPE PLANS. ALL O3 UTILITY TRENCH. (REFER TO STD. 817 & 818) 12,000 L.F. 4,200 L.F. 3. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RIVERSIDE COUNTY TRANSPORTATION OTHER TYPES OF LANDSCAPING IN THESE AREAS AND ALL LANDSCAPING ON ALL OTHERIMPROVEMENT PLANSDEPARTMENT IMPROVEMENT STANDARDS AND SPECIFICATIONS, LATEST EDITION, COUNTY ORDINANCE STREETS SHALL REQUIRE SEPARATE LANDSCAPE PLANS. ALL LANDSCAPING ENCROACHMENTS O4 CONSTRUCT SIDEWALK PER STD. NOS. 400 & 401. (W=5.33'-8" C.F.) 25,508 L.F. 16,595 S.F. NO. 461 AND SUBSEQUENT AMENDMENTS. SHALL CONFORM TO RIVERSIDE COUNTY "STANDARDS RELATING TO THE ADMINISTRATION O5 CONSTRUCT 0.35' A.C. PAVEMENT OVER 0.75' A.B. (CLASS II) AREA- 282,843 S.F. 223,452 S.F. 4. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OWNER OR CONTRACTOR TO APPLY TO THE OF LANDSCAPE ENCROACHMENTS" DATED JUNE, 1990. A.C.= 7128 TONS 5631 TONS RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT, PERMIT SECTION, FOR AN ENCROACHMENT PERMIT 12. ANY PRIVATE DRAINAGE FACILITIES SHOWN ON THESE PLANS ARE FOR INFORMATION ONLY. PLANTING NOTES NOTIFICATIONS A•B.= 7857 C.Y. 6207 C.Y. FOR ALL WORK PERFORMED WITHIN PUBLIC RIGHT-OF-WAY, DEDICATED AND ACCEPTED FOR PUBLIC BY SIGNING THESE IMPROVEMENT PLANS, NO REVIEW OR APPROVAL OF THOSE PRIVATE USE; AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL FACILITIES IS IMPLIED OR INTENDED BY THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT. 1. CONTRACTOR SHALL NOTIFY RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT 0.03 GAL./S.Y. PAINT BINDER 5.4 TONS 4.2 TONS REGANDULATIPES DURINGITS THE LIFEREQ F PROPERTY AND A MINIMUM OF 4' FROM BACK OF CONSTRUCTION ACTIVITIES FOR THIS PROJECT. ADDITIONAL STUDIES TREES RIGHT- F WAY, 1 FROM CONSTRUCTION SECTION AT (909) 955-6885 AT LEAST 48 HOURS IN O APPLY ASPHALTIC EMULSION. 0.05 GAL./S.Y. FOG SEAL 9.0 TONS 6.9 TON S 13. AS DETERMINED BY THE TRANSPORTATION DIRECTOR, THE DEVELOPER IS RESPONSIBLE AS A ADVANCE OF STARTING CONSTRUCTION. O7 CONSTRUCT DRIVEWAY APPROACH PER STD. 207. 346 S.F. 346 S.F. 5. ALL UNDERGROUND FACILITIES WITH LATERALS, SHALL BE IN PLACE PRIOR TO PAVING THE STREET, MINIMUM FOR ROAD IMPROVEMENTS TO CENTERLINE, AND MAY BE REQUIRED TO RECONSTRUCT IN LOCATIONS WHERE PARKWAY IS TOO NARROW TO MEET THE ABOVE REQUIREMENTS, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS, STORM DRAINS. EXISTING PAVEMENT, INCLUDING BASE, AND MATCHING OVERLAY REQUIRED TO MEET THE STREET TREES MAY BE PLANTED A MINIMUM OF 1 INSIDE PRIVATE PROPERTY. 2. CONTRACTOR SHALL NOTIFY APPROPRIATE UTILITIES 48 HOURS PRIOR TO EXCAVATION OR TRENCHING. O8 INSTALL STREET LIGHTS PER RIVERSIDE COUNTY STD. N0. 1001 & PER COUNTY 8 EA. STRUCTURAL STANDARDS FOR THE CURRENT ASSIGNED TRAFFIC INDEX. 6. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS MAY BE TAKEN AFTER ROUGH = APPROXIMATE STREET TREE LOCATION. NO STREET TREES SHALL BE APPROVED STREET LIGHT PLAN. USE 135 WATT, L.P.S.V. 22500 LU. GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. USE STANDARD NO. 401 IF 14. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR DEVELOPER TO INSTALL AND PLANTED WITHIN 10' OF DRIVEWAYS OR CORNER CUT BACKS. SO. CALIF. GAS COMPANY VIA U.S.A. 1-800-227-2600 INSTALL STREET LIGHTS PER RIVERSIDE COUNTY STD. NO. 1000 & PER COUNTY MAINTAIN ALL CONSTRUCTION, REGULATORY, GUIDE AND WARNING SIGNS WITHIN THE O APPROVED STREET LIGHT PLAN. MODIFY STD. TO USE 55 WATT 26 EA. 16 EA. EXPANSIVE SOILS ARE ENCOUNTERED. PROJECT LIMITS AND ITS SURROUNDINGS TO PROVIDE SAFE PASSAGE FOR THE TRAVELING MINIMUM SIZE OF STREET TREES TO BE PLANTED IS 15 GALLONS, OR 1" DIAMETER SO. CALIF. EDISON COMPANY VIA U.S.A. 1-800-227-2600 L.P.S.V. 8000 LU. 7. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN PUBLIC AND WORKERS UNTIL THE FINAL COMPLETION AND ACCEPTANCE OF THE PROJECT STEM SIZE. SEE STAKING INSTRUCTIONS. DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING. FOG SEAL AND PAINT BINDER SHALL BE BY THE COUNTY. APPROVED SPECIES: GENERAL TELEPHONE EDISON COMPANY VIA U.S.A. 1-800-227-2600 10 CONSTRUCT CURB RAMP, CASE B, PER STD. NO. 403 2 EA. 1 EA. APPLIED 0 A RATE OF 0.05 AND 0.03 GALLONS PER SQUARE YARD RESPECTIVELY . ASPHALTIC a. LIQUIDAMBAR STYRACIFLUA - LIQUIDAMBAR FIELD CABLE VISION VIA U.S.A. 1-800-227-2600 11 INSTALL STREET NAME SIGN PER STD. N0. 816 2 EA. 1 EA. EMULSION SHALL CONFORM TO SECTIONS 37, 39, & 94 OF THE STATE STANDARD SPECIFICATIONS. 15. CONSTRUCTION PROJECTS THAT DISTURB MORE THAN 5 ACRES MUST OBTAIN A NATIONAL b. PINUS CANARIENSIS - CANARY ISLAND PINE POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT. OWNERS/DEVELOPERS ARE c. PYRUS KAWAKAMI - EVERGREEN PEAR E.M.W.D. 909-928-3777 12 CONSTRUCT CROSS GUTTER PER STD. N0.'S 209 & 209 A. 836 S.F. 1191 S.F. 8. INSTALL STREET TREES IN ACCORDANCE WITH ORDINANCE NO. 460 AND 499. REQUIRED TO FILE A NOTICE OF INTENT (NO I WITH THE STATE WATER RESOURCES CONTROL LIST OF SPECIES: BOARD (SWRCB) AND PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) RIVERSIDE COUNTY FLOOD CONTROL 909-955-1200 13 INSTALL STREET TREES PER ORDINANCE NO. 460.53 123 EA. 82 EA. a. LIQUIDAMBAR STYRACIFLUA - LIQUIDAMBAR AND MONITORING PLAN FOR THE SITE. PROP. E'LY b. PINUS CANARIENSIS - CANARY ISLAND PINE R/W R/W 14 CONSTRUCT EDGE OF PAVEMENT PER DETAIL HEREON 672 L.F. 8841 L.F. O c. PYRUS KAWAKAMI - EVERGREEN PEAR ' � I 66' W RAW EXIST. R/W��1TO BE .T. 33' 33' i 15 CONSTRUCT BARRICADE PER STD. N0. 810 88 L.F. 200 L.F. PRIVATE ENGINEER'S NOTICE TO CONTRACTORS I. 66' I QUIT- 21' 12' 22' 11' -� EXISTING ,CLAIMED 16 PROTECT EXISTING UTILITY IN PLACE 10 EA. 10 EA. > BY COUNTY ' THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON 11 44 11 GROUND 8 Ipo 6 5 THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS AND TO THE BEST OF 5' 6' 22' 22' 6' 5' - - 3' _ 2.0% �'FS' 2.0O Tp p 17 GRIND EXIST. PAVEMENT A MINIMUM OF 0.10' DEEP AND CONSTRUCT A.C. 18,135 S.F. 19,119 S.F. 5: 's" PAVEMENT OVERLAY OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. 3 �p �o� Ipo '' THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT L 2% ��' t,. _ 2.0% C' S 2.0% TC p 2% 2' ✓p% 4 THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE I --�-_ - �' �` -' F G 2 14 5 6 1 , 18 CONSTRUCT CURB RAMP, CASE A, PER STD. NO. 403 2 EA. 1 EA. PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES -'I`- - �� ,IL ; (PER PLAN) �-- -JOINT UTILITY TRENCH OR STRUCTURES. � 1 4 PER STD'S 817 & 818 19 CONSTRUCT 0.45' A.C. PAVEMENT OVER 0.95' A.B. (CLASS II) AREA= 87,660 S.F. 57,503 S.F. EXISTING GROUND 5 6 1 I �__� A.C.= 2841 TONS 1863 TONS FUTURE , �--s----JOINT UTILITY TRENCH TYPICAL STREET SECTION FOR CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED SIDEWALK ; ; PER STD'S 817 & 818 LA LADERA ROAD A.B.= 3085 C.Y. 2023 C.Y. CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME L__� SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF TYPICAL STREET SECTION FOR PER RIV. CO. STD, N0, 103 20 ADJUST EXIST. G.T.E. M.H. RIM TO BE FLUSH WITH NEW FINISH GRADE 1 EA. 1 EA. CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; LA LADERA ROAD NOT TO SCALE 21 CONSTRUCT 8" A.C. DIKE PER STD. NO. 212 1659 L.F. 1216 L.F. THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL PER RIV. CO. STD. N0. 103 WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO, DEFEND, INDEMNIFY, STA. 18+59.84 TO 42+13.53 AND HOLD DESIGN PROFESSIONAL AND OWNER HARMLESS FROM ANY AND ALL LIABILITY, NOT TO SCALE T.I.-6.5 ASSUMED R-VALUE=25 REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. STA. 10+47.27 TO 18+59.84 A� THESE IMPROVEMENTS INCLUDE HALF STREET PLUS 12' ON NEWPORT ROAD; FULL STREET THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES IN PLANS AND/OR LESS WESTERLY SIDEWALK ON LA LADERA ROAD FROM NEWPORT ROAD TO HONEYRUN ROAD; FIELD CONDITIONS IMMEDIATELY TO THE DESIGN ENGINEER FOR RESOLUTION PRIOR TO T.I.=6.5 ASSUMED R-VALUE=25 17' FOR LA LADERA RD. 26't FULL STREET LESS N'LY @ S'LY SIDEWALK ON HONEYRUN ROAD FROM LA LADERA W'LY; CONSTRUCTION, AND SHALL BE RESPONSIBLE FOR DISCREPANCIES NOT SO REPORTED AND 28' FOR HONEYRUN RD. FULL STREET LESS N'LY SIDEWALK ON HONEYRUN ROAD FROM LA LADERA ROAD TO RESOLVED. 14' FOR ACCESS RD. S'LY 8't 5'f 13't N'LY 859.84' N'LY OF LA LADERA ROAD. R/W TO RIDGEMOOR RD. R/W 58' R/W O-THESE IMPROVEMENTS INCLUDE HALF STREET PLUS 12' ON NEWPORT ROAD; FULL STREET CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR R/W LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE LESS WESTERLY SIDEWALK ON LA LADERA ROAD FROM 10+00.00 TO 18+59.84; HALF STREET PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. 8' 16' 16' 8' I 10' 15' 33= PLUS 12' ON LA LADERA ROAD FROM 18+59.84 TO 42+13.53; 32' WIDE PAVEMENT SECTION 3' 12' 22' 13' ON LA LADERA ROAD FROM 42+13.53 TO 54+58.80; 32' WIDE PAVEMENT SECTION ON r r r r i 6 i A 4 o6 70 6' 7' i HONEYRUN ROAD FROM 80+00.00 TO 107.93.42. rr\J rr\ rJ\fir rr�,-\r-r r I 2� ' 14 �tiJ FS' 2� TC p C�-QUANTITIES SHOWN HEREON ARE FOR PERMIT AND/OR BONDING PURPOSES ONLY 0 SHALL I I 1 2.0% 2 ti - - 21 _ I NOT BE USED FOR BIDDING. CONTRACTOR SHALL DETERMINE HIS OWN QUANTITIES AND BID A SEE SHEET ti' �% I .0, 2'7 - - - COMPLETE JOB. FUTURE 2.0% q 21 2 5 6 1 4 '._S JOINT UTILITY TRENCH IMPROVEMENTS F G 14 5 FOR LA LADERA RD (PER PLAN) EXISTING GROUND PER STD'S 817 & 818 (PER PLAN) , SECONDARY ACCESS ROAD 19 FOR HONEYRUN RD TYPICAL STREET SECTION FOR o TYPICAL STREET SECTION FOR NEWPORT ROAD TEMPORARY ACCESS ROAD PER RIV. CO. STD, No. 103 is CANYON LAKE SECONM ACCESS I� _ NOT TO SCALE NOT TO SCALE LAKE ELSINORE LEGEN D V) W LA LADERA ROAD - STA. 42+13.53 TO 54+58.80 T.I.=6.5 ASSUMED R-VALUE=25 AN TC - TOP OF CURB ELEVATION E J\J rr\ fIVE z HONEYRUN ROAD - STA. 80+00.00 TO 85+86.95 do C - FLOW LINE ELEVATION W p TRACT BOUNDRY LINES FS - FINISHED SURFACE ELEVATION RP\r r 1\1Jr\P 218` 8J W �= T.I.=6.5 (LA LADERA RD) ASSUMED R-VALUE=25 (TYPICAL) OT - ON TANGENT (n } T.I.=7.5 (HONEYRUN RD) 5 1--2-EXIST. R/W PER I OC - ON CURVE INSTR. NO. 467026 SEE SHE SEE SHE PROJECT SITE � °�sU>`l C17Y ° BVC - BEGIN VERTICAL CAL CURVE CURVE DATED 12-15-94 PROP. RCFCD Y ET CHANNEL W Z A BCR - BEGIN CURB RETURN SJ�\J rJ r`r ��lr\S r ��Ir\ rr F� Fir r r\1\/Jr\rJ�N ��CILJ rY COOL 05 ,`T/ ECR - END CURB RETURN N'LY SLY r r r \ I r r , , - rJ r r - r o r✓^,�J�\ j BC - BEGIN CURVE R/W R/W r r\.J rr r�1 J \�JJJ JJ,.J�r\L llr\ rr r� DISTRICT r Z MFApOw �-f C&G - CURB CAND EGUTTER 88' I EXIST. R/W DON FLOW - CONSTRUCTION s4 LA LADERA . , ROAD 6' 6' 32' 32' 61 6, - - - - - 8'� SD pR� J��! �.� - CURVE DATA _ . ---------- --------------___ �P ./�^�� NOTE: SEE RIVERSIDE COUNTY THOMAS BROS. GUIDE �-• - STREET LIGHT 16' 16' I EXIST. R/W---� FUTURE R/W 010 =112.0 CFS Quo =2.4 CFS MAP, 1997 EDITION, PAGE 867, GRID H2. 1<70 I Q10o=3.8 CFS 1 �o G. 9>> O�� T o 1 I 010 =1.4 CFS Q1oo=186.0 CFS FUTURE o x STREET F VICINITY MAP _ 29 S 0% 2.0% 0 `�' C' 2% _ Q1oo=2.2 CFS \ J�� 2. F I v� PER P.M. 22745 \ 2 �. r CROP. I J St� EXIST. R/W PER DEED BOOK 155, PAGES 71 -74 F'\ , \ E \\ �0 60 SID y� SECTION 32, TOWNSHIP 5S, R3W, S.B.M. RECORDED IN BOOK 1029 IMPROVEMENTS 80 cn 1 RECORDED ON 2-27-89 rr 1 1 rr\ rJ �- \ PAGE 64, DATED 1 1 -20-48 4 6 19 4 N TRACT r ��30 J Q10 =109.0 CFS NOT TO SCALE T1:IMPROVEMENTS Q100=183.2 CFS PER TYPICAL STREET SECTION FOR PROP sll�� ~ ��04 RECORDED W IN BOOK E11027, HONEYRUN ROAD PAGE 82, DATED 1 1 -16-48 „ F PER RIV. CO. STD, N0, 102 G�� ` l %J� r0� NOT TO SCALE to , `� �F� \ F,� MFgook SEE SHEET o T.I.=7.5 ASSUMED R-VALUE=25 y� pot 1 AB ® EPDRI f co MEADOW XINDEX MAP oI zv WW � R WEST LINE OF \\ zz z W Underground Service Alert \ EXIST. R/W OWNER DEVELOPER r �� SECTION 32. AB- NEW V) Li Li NEW WEST o Call: TOLL FREE _ soo SCALE: 1" 200' EDGE OF PAVEMENT DETAIL PROPERTIES 227-2000 NOT TO SCALE WEST LINE OF 369 SAN MIGUEL DRIVE, SUITE 375-A TWO WORKING DAYS 0 100' 200' 400' 600' 800' SECTION 32. NEWPORT BEACH, CA 92660 BEFORE YOU DIG (949) 640-6420 FAX: (949) 640-6484 I P 990145 NOTE: SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER �v BENCHMARK: M S 3776 SHEET N0. WORK CONTAINED WITHIN THESE PLANS CSL ENGINEERING, INC . RIV. CO. B.M. M-48-69 DESCRIBED AS FOLLOWS: SHALL NOT COMMENCE UNTIL R QROFESo TRANSPORTATION DEPARTMENT QROFESS/p,� 0.7 MILES EAST ON NEWPORT RD. FROM GOETZ RD., COUNTY O F RIVERSIDE 1 ENCROACHMENT PERMIT AND/OR A �O A. o q� p A. 9 11651 STERLING AVENUE, SUITE E , GRADING PERMIT HAS BEEN ISSUED. �,O ry F Sc�� RIVERSIDE CALIFORNIA 92503 85 SOUTH OF NEWPORT RD., 24 NORTH OF POWER POLE ti APPROVED BY: 9 2 215388 IN A NORTH-SOUTH POWER LINE, 16' EAST OF THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR C0 Y ti �% (909) 785-5122 * FAX (909) 785-5180 # z ? z A DIRT ENTRANCE TO A RANCH, 1 EAST OF DOWN GUY, SCHEDULE A 99 ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN IN HEREON. m 33950 m - W rn 1' NORTH OF A MARKER POST, SET A BRASS DISK IN OFFSITE STREET IMPROVEMENT PLANS No. 25917 IN THE EVENT OF DESCREPANCIES ARISING AFTER COUNTY APPROVAL * Exp. 6/30/02 * 3 �0 * Exp. 12/31/01 * THE TOP OF A CONCRETE POST. ELEV. 1409.771 OF 9 SHTS OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE CSG (o ZD A006T.PEET' /MPROVEME,vTS - SHEET5 7AA100 -b s DATE s PREPARED BY: R.C.E. NO. 25917 1969 TITLE SHEET MARK BY DATE A PR. DATE 9T CIVIC ��' _ � TT CIVIC. EXP. 12 31 01 SCALE: AS SHOWN RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISIONS FOF CAS\FAR CRISSn4A/ C • 0/?R C'C FOF CA��FD``� C� S DATE: 3-3-Oo FOR: W.O. COUNTY REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER COUNTY RECOMMENDED DATE RICHARD A. SCIANNI H: V: NEW-WEST PROPERTIES FILE N0.918,, U u JN506/03-02-00/506OSsip1 .DWG/S:100 FUTURE IMPROVEMENTS FUTURE IMPROVEMENTS o PROPOSED TOP F 100, Vc o oPosED o o m J PI=5.31 PROPOSED T P OF CURE 100, �� 1410 LT- DIKE 22 LEFT OF J Of 0) 0 22 LEFT OF (8"C. F. ) z z - 1410 LT 100 VC � v ►� > z PI=3.21 > P1=3.41 (819 HIGH) N SEE SHEET 3 FOR m .� W m � w i PROPOSED TOP OF > > w ri CURB RETURNS N v N N N N �- DIKE LEFT OF > o mm o _ _ _ (8" HIGH 0 m w O 6 Vi O U 6 ~ p C3 L6 O ►� N O p W 1O O O O O 0 f-li c0 ( c0 0) 00 c0 c0 O O O O O O N O ) � o O OO `o O � OI`� + � � ►ri Ito ± to ± to ± tfOj• �p pOjFU- � O O O � � + O14- 0 (0 +. o O N r Ln d � r- o + �N O d .- O N � I -+ �N ��` 1405 LT � _ + 1 + � + � + ► + � � M� 0.50% _ + LQ + .t � + too m o•50% + �, + �, 1405 LT 0.50% 00 n 0.50% --- -- -�- n LO � M 0.50% I --- -- - - - I CROSS-GUT PROFILE --- f ; .+ I e u7 I r, 0. o cv. c j 21% c I . .v-. _ .1 { r`z:' �•r'1, _ v., n i I - �W?i I �: 100 VC f y- FUTURE IMPROVEMENTS EDGE OF EXIST. PAVE _r�TURE IMPROVEMENTS • = {'- 1410 1410 - - EDGE OF EXIST. PAVEMENT z v PI-5.20 o 100' VC m > ) 18 f LEFT OF z PER TRACT , 18'± LEFT OF m ,,_, m 100 VC F_ f- PI=3.3o , o � PROPOSED FINISHED > Pi=3.10 � 0 > > m O u- O N IN N N N �- m > > > 00 SURFACE - o o w _ oo 00 � 00 lfi O � 00 M O O O d. O o 0 0 0 'n + `# + � + � �+ o + o + o + rn `n a? cno `� o OX� oX 0 m<n �• � N u7 • Lri w^ O w o �n 0 o � o DO N c0 � 1405 o `n o o � Iri o `� o 0. In 1- rn � � 0.50% `� �t r� LO °' ooL + N + N t` o 'n + + � + d + � + �? + . ri 0.655% ,0 �- - -- 5_� r� I�i r� r� oo r i 0.50% 00 "� t, - - - - -----�- M r� _ �n orri co o . 0.50% t -_. __. -- ---- --- ---- ---- -- - - ---- 2 - -- -- - -- - - ---- �.. _. - - - - --- - - - - - - - - - - �t cX? - n. m _ CROWN LINE OF EXIST. PAVEMENT v PI=5.00 CROWN LINE OF EXIST. PAVEMENT o 1410 RT , + 5' + LEFT of z 1410 RT 5 - LEFT OF m m w _ Ck m C� N N N N O O Un o i•fj p O Ill 0 PO O � �Lz _ 00 + + 4 + 4 + + rm7 N O a? �,,_ rn�_ '� 0) 4 4 0.50% Iri Iri ui T- Sri = Iri � oo m Do o -< 47% -0_" 4�8-I- + M N O M IO O cD 1405 R ___0 --y- 0--- _0.50% I ; �; 1405 RT 17 -0.095°7' M ts 1C D I i 'I PROPOSED TOP OF DIKE EDGE OF EXIST. PAVEMENT EDGE OF EXIST. PAVEMENT 7' ± LEFT OF PROPOSED TO OF DIKE RIGHT OF (891HIGH) 7'± RIGHT OF RIGHT OF (81' HIGH PROFILE SCALES HORIZ. 1 "=40' VERT. 1 "=4' 7+00 8+00 9+00 10+00 11 + 00 12+00 13+00 14+00 15+00 16+00 17+00 CONSTRUCTION NOTES c. 1 CONSTRUCT TYPE "A-8" CURB & GUTTER PER STANDARD NO. 201 (8"C.F.) 2 REMOVE EXISTING A.C. PAVEMENT 4 CONSTRUCT SIDEWALK PER STD. NOS. 400 &� 401. W=5.33 N8 C.F.) �5 CONSTRUCT 0.35 A.C. PAVEMENT OVER 0.75 A.B. CLASS II) 6 APPLY ASPHALTIC EMULSION SEE ROUGH � CONSTRUCT DRIVEWAY APPROACH PER STD. 207 T r T GRADING PLANS 9 INSTALL STREET LIGHTS PER RIVERSIDE COUNTY STD. NO. 1000 & PER COUNTY APPROVED STREET LIGHT PLAN. MODIFY STD. TO USE 55 WATT L.P.S.V. 8000 L.U. T�r��. 11 INSTALL STREET NAME SIGN PER STD. 816 FUTURE SIDEWAL LA LA D E R A ROAD J -y 2 rr��r r )J j ,� �\ F6.4.G. f / 0 12 CONSTRUCT CROSS GUTTER PER STD. NO. S 209 AND 209A IMPROVEMENTS �' u��-,-,J 14 CONSTRUCT EDGE OF PAVEMENT PER DETAIL ON SHEET 1 CONTRACTOR SHALL PLACE ROADWAY w SEE SHEET 3 9 .J 16 PROTECT EXISTING UTILITY IN PLACE AGGREGATE BASE 2' x 5' LONG x 12" 16 0 o N 66' F--' 0 17 GRIND EXIST. PAVEMENT A MINIMUM OF 0.10' DEEP AND DEEP AT THIS POINT AS A MEANS TO w c� r 6.1 ,,, oo z I 1133 1311 I m Pr�J�0� �J / ,, CONSTRUCT A.C. PAVEMENT OVERLAY �> » + 7j z r r) /I F.G. CONTROL EROSION. Q, o , r _ 18 CONSTRUCT CURB RAMP, CASE A, PER STD. NO. 403 A N� 22 22 1 ml V I �J �' 25 EMWD EASEMENT 30" EMWD BRINE LINE 20 ADJUST EXIST. G.T.E. M.H. RIM TO BE FLUSH WITH NEW FINISH GRADE o w w co :J J -' PAD= J,j 21 CONSTRUCT 8" A.C. DIKE PER STD. NO. 212 EXISTING R/W PER DEED 3 III ' ;v2 II I o r- Jr r _ Jr r 54" EMWD RWL CONTRACTOR SHALL PLACE r�J�]0,0 PAD9AD � i �� i EXIST. EMWD VALVES 6.7 RECORDED IN BOOK 1027, w I I z`'J ,-I I I PAD=--0 / PAD ip 5 16 ROADWAY AGGREGATE BASE PAGE 82, DATED 11-16-48. o v �- ? 14+53.06 G. " 2' x 5' LONG x 12" DEEP ' '� 5. I I 0 I I I 11 9 LEAVE A 12 LONG AT THIS POINT AS A MEANS 16 F.G. I I� b iI I c, / ` OPENING IN A.C. DIKE TO TO CONTROL EROSION. 14 GRADE TO "' R Z 18 EXISTING R W I 54 EMWD RW v 30 EMWD BRINE / ,� 0 6 1 5 6 ALLOW FpR DRAINAGE. SEE 10+47.27 E.C.R. F G / `�' d �' c�' 5 6 _ - _ _ _ _ F.G. DETAIL "`A" ON 'SHEET 4 DRAIN W , r--_ tip__ - _ EXISTING R/W _ _ B 40.97 114.50 2.1 SLOPE 6 1 /, 3_l _ _ - - - _ \ 84.87 GRADE TO DRAIN _EXISTING E P � -_ - - - M . n. _ _ _. _ __..- _ _. _ _ - - - 21 21 -- _ - F 9 17 6 N 1 �, it • N cS - sr -- -- 6 9 7 - 7+00 3.58) - - - 9+oo CR `L A _ __ c� cA'C' C, �• rn 4 1 �'6' + 5+00 s+00 17 6 8+00 E N 5.8 OWN LINE 17 6 �h 1 , o 2 l`tea' 6' r� N '. _ '.._ .. ..__,`�... ..6 6' 4 �` G 2 �'� �' 2.84 FL 3. 1 t2+00 6.509` t3+00- -427:75 14+>j0 5036 5 .& :< LINE 8 0, - - - - - - - - n _ 5+00 CROWN - - 1 N89'33 15 W is t �is+00 ,, :...... - T 5.3 17+00 r. 11+OU _.: '^ 5 6 EXISTING E.P. I p tl O ° o 0 1414 - �S 14 GRADE TO d 21 S ,c�x'> 21 c�' © '� Ci "� 16 16 , • Q rr o� c� sr ti DRAIN EXISTING R W 5 6 c ,c` �' �• ^D' 21 16 �, ,� 21 g S SOUTH LINE OF SECTION 32 ��4 z / } 14' + �' c 16 To8 �` cn:° �' SO�F 16 EXISTING R/W ' 21 Arn m EXISTING R W PER o ^� ^� REGRADE THIS AREA rn EXIST. G.T.E. LINES n „�. DAYLIGHT LINE M �� TO MATCH PROPOSED DEED REC RDED IN 5'- 6' o0 o BOOK 1029 PAGE 64 = »A„ c6 vo FINISHED GRADES ) `- + DATED 11-20-48. ' + o X �, 17 SOUTH LINE OF SECTION 32 o V) N� OMIT A.C. DIKE TO EXIST. DIRT o ''' CONTRACTOR SHALL PLACE o 6 � w � w¢ ACCESS ROAD + �3 z 00 ALLOW FOR ACCESS 16 ROADWAY AGGREGATE BASE z 1* zZ TO S'LY PROPERTY 9 " 2' x 5' LONG x 12" DEEP 3 + o CROWN LINE OF + ow o AT THIS POINT AS A MEANS v � w r R/W EXIST. PAVEMENT R/W ao -,m o N I o u Y „ „ 25' 35' INT. STA. 10+33.00 NEWPORT ROAD o w TO CONTROL EROSION. Ld z o N A M 0 _17 = STA. 10+00.00 LA LADERA ROAD + 16 0 n o o x U rn c6 w Q o Ln Underground Service AIerF g'± 3' VARIESw. 13'± 13'± VARIES 3' 101± A NOTARIZED LETTER OF PERMISSION 20 + N + m + oZ CID Call: TOLL FREE I 7'(MAX) 2'(MAx) I ACCEPTING THIS SLOPE GRADING AND/OR w 1 -800 61± I 7'± DRAINAGE IS IN FILE OF RIVERSIDE 7 227-2600 MATCH EXIST. i 17 6 MATCH EXIST. COUNTY TRANSPORTATION DEPARTMENT TWO WORKING DAYS E.P. E.P. DATE OF LETTER: 11 -5-99 BEFORE YOU DIG EXISTING 2% EXISTING GROUND I �� 2%� I GROUND OWNER / DEVELOPER �" "' o` CURVE DATA o 0 0 0 0 0 0 0 - 00000�o ..� o00000o SCALE: 1" _ 40' NEW WEST 5 6 5 6 0 DELTA RADIUS LENGTH TANGENT !W-M[PROPERTIES] SECTION » /rr _ /� » D0 20' 40' 80, 120' 160' 89'40'24" 25.00' 39.13' 24.86' 369 SAN MIGUEL DRIVE, SUITE 375-A A A © 90*19'36" 25.00' 39.41' 25.14' NEWPORT BEACH, CA 92660 (949) 640-6420 FAX: (949) 640-6484 NOT TO SCALE IP 990145 NOTE: SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER CSL ENGINEERING, INC . BENCHMARK: WORK CONTAINED WITHIN THESE PLANS M S 3776 SHEET N0. SHALL NOT COMMENCE UNTIL AN QROFESS/pN TRANSPORTATION DEPARTMENT QROFESS/p SUITE E RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION ENCROACHMENT PERMIT AND/OR A c�0 A• pT q� �O �� p. S�-9� 1 1 651 STERLING AVENUE, COUNTY OF RIVERSIDE 2 GRADING PERMIT HAS BEEN ISSUED. F. ti F P �i F` RIVERSIDE, CALIFORNIA 92503 OF NEWPORT RD. & LINDENBERGER RD. A 1 „ „ P� APPROVED BY: �� 9y (909) 785-5122 * FAX (909) 785-5180 IRON PIPE & TAG MARKED COUNTY SURVEYOR I SCHEDULE A THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR o Y Z m o y rrnn IN CAP WELL MON. OFFSITE STREET IMPROVEMENT PLANS ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN IN HEREON. '� 33950 m - ``' No. 25917 m IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL * Exp. 6/30/02 * 4/O'O ,t Exp. 12/31/01 * ELEV.= 1425.301 FOR OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE J' Q �- DATE s PREPARED BY: R.C.E. N0. 25917 (1984) NEWPORT ROAD OF 9 sHTs RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND MARK BY DATE APPR. DATE qT CIVIL �� C.P 1 SSf1�• fir' C 7/r1/I�R.CC 9T CIVIL ��Q EXP. 12 31 01 SCALE: REVISING THE PLANS FOR APPROVAL BY THE COUNTY. REVISIONS FOF CA�WF�� 'N D F OF- 511-w � U� a S DATE: -7-Z-•do " , FOR: W.O. COUNTY ENGINEER COUNTY RECOMMENDED DATE RICHARD A. SCIANNI H: 1 =40 V: 1 =4 FILE N0. JN506/03-02-00./0Ssip2.DWG/S:40 -41 In --- L0 00 M -_- m 0) (0 -_ O _- o W PROPOSE TOC F 200.00' VC _--- - 1415 LT D 0 CURB P►=7.62 _ W 00 - o 22' LEFT OF (6' C.F. W - N ° _ 39.13' OC 53.27' VC U O 0 ,o 0 o O FUTURE TOP F CURB PI=5.31 m O 0 o M 1410 LT- �' A''' 0 _ o o � + M L 0) 22 LEFT OF 8 C.F. cn 1410 LT n > MO O � 00 ' Cl) 00 ¢ � � N + ^ ln ^ � r 6 m � - PROPOSED FINISHED : �, o o a �; SURFACE C J 1405 LT- LO 2no.0o' vc .92% o - 1405 LT TAN. GRADE=1.17% Pt=7.51 > 0 + ''? � cv oo w 1= O 0 (moo U z o O Lfi o Q 70.00' VC m �, 0 0 O 0 � � + � EXISTING GROUND O q PI=5.16 O o 00 EXISTING GROUND ® o o O to co I rn u 1410 CE 1410 Z U a > 00 :; ��:_ /� o m o ui o r) o rn + �r? � 00 p pQ � pQ O O M 00 � �� n � 0 O ONO JON O M � �� O U O LL. O O _ N �_ N rn _� (D 0) + M (n r0.5_0% ._ ,. + O+ M O n O M O st � � " ;- 00 0 1405 - 200.00' VC -1- 1405 Uw 2.00% TAN. GRADE=2.43% �Q o w N q N L� O a w � O O 00 OOM N Y U WOO O uj � m `° o > O W 00 m m° °' A'' �1410 RT- CU O O HU CD 1410 RT O M � m � �� oo � � °' m �� Li 0 0 0 C9 POO+ O I-m C4 0o W m0% c6j 6 (p - r r ujL 0.50% V O UL�2Jp _ n 1 405 RT- CROSS GUTTER PROFILE - 1405 RT A.C. DIKE TAN. GRADE=-0.50% PROPOSED TOP OF CURB PROFILE C.F.lTRACT 28754-2 22' RIGHT 0F (8" STREET IMPROV. PLANS PROFILE SCALES FOR CURB RETURNS H OR I Z. 1 "=40' VERT. 1 "=4' 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21 +00 q INT. STA. 10+00.00 LA LADERA ROAD A NOTARIZED LETTER OF PERMISSION INT. STA. 14+48.81 LA LADERA ROAD NOTE: EXISTING R/W SHOWN HEREON /FUTURE STA. 10+33.00 NEWPORT ROAD = STA. 10+00.00 STONEY LANE FOR LA LADERA ROAD 06 ACCEPTING THIS SLOPE GRADING AND/OR IS PER P.M. 22745, 35 DRAINAGE IS IN FILE OF RIVERSIDE BOOK 155, PAGES 71-74, 18+59.84 END COUNTY TRANSPORTATION DEPARTMENT RECODED oN 2-27-89. FULL SECTION FOR + DATE OF LETTER: 11 -5-99 TRACT 28754-1 FUTURE C&G,SIDEWALK, A.C. 9 PAVEMENT PER TTM 28921 g (ULTIMATE IMPROVEMENTS) Ox o PER PROPOSED 28 /WN w + o TTMPROPOSED EDGE OF PAVEMENLK r DAYLIGHT LINE + INTERIM IMPROVEMENTS o FOR TRACT 28754-1 0 9+53.27 E.C.R. o o a o O Gov q 9 19+94.39 ( ) Q 5 A I 00 co EXIST. R/W V WEST E OF SECTION 32 ^ ULTIMATE ( ) EXIST. R/W o �. cs a c� � h ( ) 5 6 U LT. o o 0 0 0 0 0 0 0 0 0 0 0 0 .. . . . - - - 00 �_ � - --� 0 tc G p O 0� x 5.00 TC M _ 11.02 TC F. ' FUTURE SIDEWALK Z .I 4.33 FL N 1 14+ 712.32' 1 N 17+00 10.35 FL 1 c� lLl 1 ULTIMATE 10+00 11+00 12+00 448.81' 13+00 15+00 16 DO i (ULTIMATE) I C° N00'46'21"E 0.50% tO O �0 �•- '_ �5 co N 5 6 21 h^� N 263.51 5 6 - 19+00 14 F�. 'I �' 5.18 TC 1 N 4 1 6.96 TC co �' O �% �% i� N 4 - F V 4.26 L _ 4.51 FL 6.29 FL C �` �` �` C 6.87 FIL 10.35 FL 1 E F 0 F.L. Q LIJ2 _ 4 a 00 79 08 105.74 61.71 60.00 50.00 \ I / / 50.00 60.00 60.00 48.5 L=65.43' L=65.43' ,6 co 1 7 C.R. +47.00 E.C.R 1 10+47.00 B.C.R. c� w 03 43 I 04 1 L= W UJII � � o I I U J U J I I Y 65• ' 2r Z + �-``I I ao I I�-w a w l I =65.4 14 cO rn. U O O rn o0 00 U N � 29 28 27 26 25 z ,top-, 20 1 g o z 24 23 .22 21 �,g543, 0 �I I o - I. I 18 35 I � m I : - 60 Co I I w 1 7 � rV 22' 113' d PAD= 1 1 .8 PAD= 12. 1 PAD= 12.4 PAD= 12.6 PAD= 12.9 PAD= 13.3 �� s43, >� 44 11 PAD= 10.2 PAD= 10.5 PAD= 10.8 PAD= 1 1 . 1 30 30 PAD= 13.5 1 667 �I Lv PAD= 10.0 0 20 20 1 � U u �V C"� w STONEY � W PAD= 13.8 9 m PAD 14. 1 15 Q + LANE 0 SEE TRACT 28754-2 9 Underground Service Alert PAD= 14.4 Call: TOLL FREE 1 -800 227-2600 �'��( r �J i�J� CONSTRUCTION NOTES CURVE DATA TWO WORKING DAYS O CONSTRUCT TYPE "(-8" CURB & GUTTER PER STANDARD N0. 201 (8"C.F.) O DELTA RADIUS LENGTH TANGENT BEFORE YOU DIG 33 UTILITY TRENCH. REFER TO STD. 817 & 818 4 &CONSTRUCT SIDEWALK PER STD. NOS. 400 & 401. 55 CONSTRUCT 0.35' A.C. PAVEMENT OVER 0.75' A.B. (CLASS II) AO 89°40'24" 25.00' 39.13' 24.86' OWNER / DEVELOPER 6 &APPLY ASPHALTIC EMULSION SCALE: 1 " = 40' go- INSTALL STREET LIGHTS PER RIVERSIDE COUNTY STD. NO. 1000 & PER COUNTY © 90*19'36" 25.00' 39.41' 25.14' NEW WEST 14 APPROVED STREET LIGHT PLAN. MODIFY STD. TO USE 55 WATT L.P.S.V. 8000 L.U. © g0'00'00" 25.00' 39.27' 25.00' CONSTUCT EDGE OF PAVEMENT PER DETAIL ON SHEET 1 PROPERTIES 0 20' 40' 80' 120' 160' 21 CONSTRUCT 8" A.C. DIKE PER STD. NO. 212 Op 34'31'57" 1222.00' 736.51' 379.82' 369 SAN MIGUEL DRIVE, SUITE 375-A EQ 34'31'57" 1200.00' 723.25' 372.98' NEWPORT BEACH, CA 92660 (949) 640-6420 FAX: (949) 640-6484 IP 990145 F 34'31'57" 1178.00' 709.99' 366.15' NOTE: SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER CSL ENGINEERING, INC . BENCHMARK: IVIS 3776 SHEET NO. WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN QROFESS/p,V TRANSPORTATION DEPARTMENT QROFESS/pN COUNTY O F RIVERSIDE ENCROACHMENT PERMIT AND/OR A c��p A 0TA �F � P�� A• Scq�F R VERSIDE, CALIFORNIA 51 STERLING U925 31TE E OF NEWPORT D.1& LIINDENBERGERE RD. TERASECTION " 3 GRADING PERMIT HAS BEEN ISSUED. c� 2 APPROVED BY: zQ 9y G' by (909) 785-5122 * FAX (909) 785-5180 IRON PIPE & TAG MARKED COUNTY SURVEYOR I SCHEDULE A THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR Y rrnn o ' m IN CAP WELL MON. OFFSITE STREET IMPROVEMENT PLANS ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN IN HEREON. � 33950 No. 25917 ^' IN THE EVENT OF DESCREPANCIES ARISING AFTER COUNTY APPROVAL * Exp. 6/30/02 3 aA-� k Exp. 12/31/01 ELEV.= 1425.301 FOR OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE s� P DATE sT �* PREPARED BY: R.C.E. N0. 25917 (l s84) LA LADERA ROAD OF 9 sHTs MARK BY DATE APPR. DATE qj�. CIVIC 0��\ C K 11f,,j/Jti. C 1 MAP2.��t q CIVIC �� EXP. 12 31 01 SCALE: RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISIONS OF CALIF rA �F CA��FO QS 3-3-OU " � FOR: W.O. COUNTY - REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER COUNTY RECOMMENDED DATE DAB' H: 1 =40 V: 1 =4 FILE NO. RICHARD A. SCIANNI JN506/03-02-00/0Ss1p3.DWG/S:40 CU Z M 200.00' Vc Q o PI=20.39 W' z m 1425 LT- �- FUTURE TOP eF CURB N m N 1425 LT M W o o 00 0 O w W 22' LEFT OF (87C.F.) + N CO > 0 O O O cD O O 0 04r- 00 L0 m O O W o . 0) `° 100.00' VC 0 0 0 � ^ orn N04 + � + � + � 00 Sri _ PI=16.20 N .- + N + U N m GV 0j N m N ci N Qi M 0i M + N 0� > > W A.C. DIKE � 420 LT W O � ± � N � N � N � _ N •- N � -0.50� di N � O�t9' M PROFILE N W + �, - ____-_--_- .- r W 1420 _ LT N --___- - o 0) N N N N 00 W N _ - --- - -- __ _ __ 0.509� �? cN _ ao to � M O 00 O V/ co + � + M + M + LO + I` 1.00% -050q 0 co o co o CO o co 0 200.00' VC _--- --- -� N - M - M _ M _-)ton ____- W 0 PI=20.28 W 1425 �- • PROPOSED FINISHED 1425 1 0a _ w EXISTING GROUND O q w 100.00' VC - .; (0 SURFACE O m 0 ' o 0 0 0 (0 0 00 L PI=16.09 EXISTING GROUND ®� O • u7 r O O 0 00 N � to 00 LO 00 r n 0 00 ~.. M N ; • 0 O O ^ c0 + c0 + 00 + 00 + 00 + 00 ^ „. .{- M V Z O CD O N O L0 + � d N0) NO) N0N0) Naj PO N � � > O 00 > - N � N � �s_. N r- W .- N N N .- 0 � + ao .- O N °' N r- -0.50q Oi � ao _ _ m #� _ 1420 � �, � � .- + M �' � N � "__' � 00 N 00 � Q N � Nam .:_ - oo6 -0.50%p r; 00 ao NU Ncn `� cn N (n N � _ N N L� V- �.� 00 • M 00 a0 0 ------------------ co + �'� + N + N + M 0+ (6 11 M (� -0.50% 0 co o co o 6 M cO M 200.00' VC - N to M PI=20.39 0 Z 0 o Q 1425 RT w W W N 6 w Y �- - 1425 RT Z = W d + 04 00 z _L o w - o o Oo 0 C 0 Q m 0 0 uj o ao Ln o co N w ° d 100.00' VC '� m W V 0 0ao ^ � o � + rn + � + � + 0 + 000 0 v PI=16.20 Z 00 04 + N + 04 04 N0) NOiN0) M0j M M 0 > A.C. DIKE W - Q O ^ + � � 0) 04 N � N � N � N � N � •-0.507 Oi + N 00 0) m 1420T- 00 C14 0 + . N °' N N rn M N PROFILE N - 1420 RT N � -0.50� M N � N N `� 0 � 00 _-�- 0 M 00 ^ (� _ 0--50% N co M co M ca ,O o M •- Q PROPOSED TOP OF CURB 2 2' RIGHT OF 'L C.F.lSEE TRACT 28754-1 (8" / STREET IMPROVEMENT PLANS FOR CURB RETURNS - PROFILE SCALES HORIZ. 1 "=40' VERT. 1 "=4' 21 +00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31 +00 32+00 IN THE EVENT THAT THE STORM DRAIN _ I_ _ I / _ _ r�� r-�_I IMPROVEMENTS ARE NOT CONSTRUCTED r r I / r r l r \J rr� rJ \J r��r� r r / JED/ J AFTER COMPLETION OF SITE GRADING 90' OPENING IN \� J r� J J \1 J T�� J J J J J A NOTARIZED LETTER OF PERMISSION REFER TO THE APPROVED ROUGH CURB & GUTTER ACCEPTING THIS SLOPE GRADING AND/OR GRADING PLANS FOR TEMPORARY TO ALLOW FOR FUTURE 9 WEST LINE OF SECTION 32 DRAINAGE IS IN FILE OF RIVERSIDE 9 DRAINAGE ESCAPE. O ) STREET TO TENTATIVE 21 (ULTIMATE TRACT 28921 + PROPOSED EDGE OF PAVEMENT 9 COUNTY TRANSPORTATION DEPARTMENT N �0- 0 -______° Z w FOR TTM 28754 '- N DATE OF LETTER: 11 -5-99 �° ° w rri D (INTERIM IMPROVEMENTS) rC- �"` FUTURE C&G,SIDEWALK, A.C. + J _° Z o &Y o 0 ° SEE INLET DETAILS - `�' N �� DAYLIGHT LINE w PAVEMENT PER TTM 28921 NCD PROPOSED R W PER o (ULTIMATE IMPROVEMENTS) ° Ln PER STORM DRAIN m w NO Z c� 0 0 0 DAYLIGHT LINE TTM 28921 / v' S 6 (ULTIMATE) 0' DAYLIGHT LINE /� IMP. PLANS FOR rn o o+ w Q FUTURE SIDEWALK 0 0-0-�_ h o TR. 28754-1 cv � ® W r-) mbo cr EXIST. R W 1 ULTIMATE o( ) �� 1 (ULTIMATE) c�Q o lO(ULTIMATE) ° �--_- ° O + �o qc:'O(ULTIMATE) - l ° 0 0_ o- --0 p o 'OCc?' ' °� ° ' �S ��'C�' h 1• M m c,a cV0 c0 (1 O c3` ` FUTURE SIDEWALK o EXIST. R/ ��'T �o'c�' I r'o `1' ��' �' �3 r'o FG' + r v� -'� l FUTURE SIDEWALK �'s '`� �•p '��4 N wbo ,,� '- NT � - 4` N ■ • D /° - • • • ° O - N o _ _ 19.21 T.C. �r N 1 4 cr 45F.L. - N c�' 16. w L. 15.75F.L. �' '� " �``` 15 N J N T _ _ - 32 00 I y 24+00 25+00 26+00 27+00 N35'18'18"E 28+00 29+00 3p±01 1 31 i 5 6 E �? 23+00 rn�- - ------- 1- - _1 - - �- - 743.81' - - - - - I - 82.8T F � r i A -----+- 1 19. 1T.C. 5 6 4 14 N 1 5 6 4 14 16.42T.C.._ D i 21 D 16.6 T.0 4 17.03T.C. G N O 15.75F.L. L.' 1 O 18 4F.L 15.4 _ 5 6 ` ' L=65.43' L=36.48' 26.58' 60.00' 1.3 ' QS; ( �-� "p`? 37.87' -2 0 0+47+00 E.C.R. �' + �' 0+47.00 B.C.R. - Co 1 4 L=65.43 cy N 1 b � =18.73 L_65.43 + v o 3 2 � z af `_6543 M 8O7 6 5 4 1 60' uJW 1' 9 rn" ' 30 30' N u k -2� 1 12 1 N + o o Z PAD= 15.4 O 13 PAD= 15.5 PAD= 15.8 PAD= 1 6. 1 PAD= 16.4 PAD= 1 6.4 PAD= 1 6.4 PAD= 1 6. 1 PAD= 15.8 PAD= 15.5 PAD= 15.2 PAD= 14.9N w 20 20 o m 1 + O 1 4 PAD= 15.2 9 PAD= 15.)0 0 PAD= 15.0 STA. 30+32.00 O PAD= 14.7 LEAVE OPENING FOR COUNTRY FA I R DRIVE INT. STA. 30+38.29 LA LADERA ROAD N'LY DRAINAGE AS SHOWN = STA. 10+00.00 COUNTRY FAIR DRIVE E'LY ON DETAIL "A" HEREON SEE TRACT 2 8 7 5 4- 1 r �� i\ r J �O- 1 Underground Service Alert r� 1_\ r, J l fJ /�J r� CONSTRUCTION NOTES l- r _, Call: TOLLLDFDREE TOP OF DIKE CURVE DATA 1 -8 227-2600 11 -CONSTRUCT TYPE "A-8" CURB & GUTTER PER STANDARD NO. 201 (8"C.F.) O DELTA RADIUS LENGTH TANGENT - NOTE: EXISTING R/W SHOWN HEREON FOR 4 CONSTRUCT SIDEWALK PER STD. NOS. 400 & 401 TWO WORKING DAYS m BEFORE YOU DIG LA LADERA ROAD IS PER P.M. 22745, 5 CONSTRUCT 0.35' A.C. PAVEMENT OVER 0.75' A.B. (CLASS II) OA 34'31'57" 1222.00' 736.51' 379.82' 6 BOOK 155, PAGES 71-74, RECORDED ON 2-27-89. APPLY ASPHALTIC EMULSION. © 34 F.L. '31'57" 1200.00' 723.25' 372.98' OWNER / )'A)) » 9 INSTALL STREET LIGHTS PER RIVERSIDE: COUNTY STD. No. 1000 & PER COUNTY DEVELOPER D ETA L A APPROVED STREET LIGHT PLAN. MODIFY STD. TO USE 55 WATT L.P.S.V. 8000 LU. © 34'31'57" 1178.00' 709.99' 366.15' NEW WEST SCALE: = 4O' NO SCALE 14 CONSTRUCT EDGE OF PAVEMENT PER DETAIL ON SHEET 1 Op 90'00'00" 25.00' 39.27' 25.00' ADRAROAD21 CONSTRUCT 8 A.C. DIKE PER STD. NO. 212 [PROPERTIES' 0 34'55'41" 1178.00' 718.12' 370.61' 0 20' 40' 80' 120' 160' A 369 SAN MIGUEL DRIVE, SUITE 375-A FO 34'55'41" 1200.00' 731.53' 377.53' NEWPORT BEACH, CA 92660 (949) 640-6420 * FAX: (949) 640-6484 IP 990145 G 26'01'31" 1222.00' 555.07' 282.40' NOTE: SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER CSL ENGINEERING, INC . BENCHMARK: MS 3776 SHEET NO. WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN QROFESS1 TRANSPORTATION DEPARTMENT QROFESS/0 ENCROACHMENT PERMIT AND/OR A �O A. 0 A, �p o A. SN97 11651 STERLING AVENUE, SUITE E RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION COUNTY 0 F RIVERSIDE 4 GRADING PERMIT HAS BEEN ISSUED. F,� Ty F P� �� F RIVERSIDE, CALIFORNIA 92503 OF NEWPORT RD. & LINDENBERGER RD. A 1 �, y APPROVED BY: c� 9 y THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR YP 2 m �y m (909) 785-5122 * FAX (909) 785-5180 IRONCAPIPE & TAGMON MARKED COUNTY SURVEYOR I SCHEDULE "A" ASSURING THE ACCURACY AND ACCEPTABILITY of THE DESIGN IN HEREON. 33950 N o. 25917 ELEV.= 1425.301 OFFSITE STREET IMPROVEMENT PLANS IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL * Exp. 6/30/02 * 3 /Q �-o * Exp. 12/31/01 * PREPARED BY: R.C.E. N0. 25917 (1984) LA LADERA ROAD OF TSHTS OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE In DATE J' MARK BY DATE REVISIONS APPR. DATE gTF�F I A`\F��P - 7 gTFOF ICA1-1F��\P �Q� (EXP. 3-3 0001 SCALE: " " " FOR: W.O. COUNTY RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND CKISJi1//�/Y C . /r'/�7R. 4 L C DATE: REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER COUNTY RECOMMENDED DATE RICHARD A. SCIANNI H: 1 =40 V: 1 =4 FILE N0. JN506/03-02-00/506_54-OSIP4.DWG/S:40 A.C. DIKE PROFILE U U UY QY W Z� C� Z� 00 FUTURE TOP eF CURB wcq U M O N O 20' LEFT OF (8" C.F.) m °'Z co Oq " 04 � N 004 0 co + QOj NW 00 N W 00 r- N 't N 00 co 00 N CV N 0 Ld LO __ 00 N + N , 1425 LT _ N _ _ _ -.0 � 1425 LT CV _ (/� i 00 00 W N+ 10 1.00% 00 N "' W r- PROPOSED FINISHED Wr. N N M o __----- SURFACE 0 � � � N 1420 LT- N 1--°°-__=N ---- -- - 1420 LT 00 ^ + co N r,: N r_IZ 1.00% N Z ^ 04 O cn �, ., o Lc, _ LO + 04 4 1.0�0% " EXISTING GROUND ®q _ oo N "° 0 1425 �- _ 1425 N EXISTING GROUND " +c; N M N O > + &; 04 " fat N M 00 N 1 � 00 00 04 • N 14201420 � A.C. DIKE PROFILE °0Nn " U N w w 00 N-- UJ X Ad Y W U 0 to N t�n m U � CO mU LO 0"0 N ` • N + . ,.00% 42+00.00 C.B. FUTURE TOP OF CURB M Z U it d• Q 00 00 It N �-�'_'- 425 RT- �`! w ,h M N 27.82 _ W �',' I* N � 20' RIGHT OF CL (8" C.F. z 4 T J 004 0 " 1 0% M NM T� T ONO N SEE TRACT 28754-1 PROPOSED TOP OFCURBH - STREET IMPROV. PLANS 1 420 RT 00 1 - FOR CURB RETURNS 20 RIGHT OF r8" C.F. 21.82 » <t - 1420 RT Q ^ \ ) INV. 18 LAT. E-1 PROFILE SCALES HORIZ. 1 "=40' VERT. 1 "=4' 32+00 33+ 00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41 +00 42+00 43+00 44+00 0 CONSTRUCTION NOTES OOP °\ O�CONSTRUCT TYPE "A-8" CURB & GUTTER PER STANDARD NO. 201 �(8"C.F.) NOTARIZED LETTERS OF PERMISSION NOTE. EXISTING R W SHOWN HEREON 4 CONSTRUCT SIDEWALK PER STD. NOS. 400 &' A.B.. WLASS 1) C.F.) ACCEPTING THIS SLOPE GRADING AND/OR x / �CONSTRUCT 0.35 A.C. PAVEMENT OVER 0.75 A. ((CLASS II) / 0� A NOTARIZED LETTER OF PERMISSION FOR LA LADERA ROAD APPLY ASPHALTIC EMULSION DRAINAGE IS IN FILE OF RIVERSIDE A;V 1 (ULTIMATE) ACCEPTING THIS SLOPE GRADING AND/OR IS PER P.M. AGES 07 --CONSTRUCT DRIVEWAY APPROACH PER STD. 207 COUNTY TRANSPORTATION DEPARTMENT Al., 9&INSTALL STREET LIGHTS PER RIVERSIDE COUNTY STD. NO. 1000 & PER COUNTY DRAINAGE IS IN FILE OF RIVERSIDE BOOK RECORDED PAGES 7-89. APPROVED STREET LIGHT PLAN. MODIFY STD. TO USE 55 WATT L.P.S.V. 8000 L.U. DATE OF LETTERS: 11 -5-99 & 11 -24-99 COUNTY TRANSPORTATION DEPARTMENT RECORDED ON 2-27-89. 14 CONSTRUCT EDGE OF PAVEMENT PER DETAIL ON SHEET 1 DATE OF LETTER: 11 -5-99 21 CONSTRUCT 8" A.C. DIKE PER STD. NO. 212 r 110' OPENING IN CURB & GUTTER l-- TO ALLOW FOR FUTURE STREE90 TRACT TO 2 921 TENTATIVE o o (US ° A S (2 REFER TO ROUGH GRADING PLAN 5.2 F.L. o/ 0\, �\6 `G0 N \ F G' EXISTI o AyCI CHT Cll�lE FUTURE C&G,SIDEWALK, A.C. / %K p // o Q Z „ 8 NO \ PAVEMENT P O 6S, RAW oPER TTM 28921 PROPOSED EDGE OF PAVEMENT o p• o Z w LINE E' STORM (ULTIMATE IMPROVEMENTS) F, J N W w DRAIN PER STORM co , \ \ \ o FOR TRACT 28754-1 „ N ` - (INTERIM IMPROVEMENTS) o o w ( ) Q � �� o Z z 5'1 N c�¢ DRAIN PLANS 60 PIPE n \ \ ° ROPOSED R/W PER TTM 28921 Opy�'C' / N m Q ,Q\,00' o Q FOR TRACT 208754-1 O n7 \ 34-A \ \ \ 0 9 cv o a \ + o � INT. STA. 37+09.54 LA LADERA ROAD /0, + w_ o� 6S• N o 0 1 (ULTIMATE) 5 6 ULTIMATE / N w o Uc� o f I 5;1 �r mio °� I ti0 = STA. 10+00.00 ROBINSON CREEK LANE ( ) 1O(ULTIMATE) Q a3 a Z i \ 0 4.4% 3 4 \ \ `L F o o 9 38+49.05 0 °+° w`ao �, ��`�• j �(ULTIMATE) + PAD- 15 8 8 A -�-� *� o o ULTIMATE o `n N 0 I / ^� �' ° / FUTURE SIDEWALK `� b (ULTIMATE) EXISTING R W o o' o .� �� 8 o `L Cr o�Q o ° N _�/ �6, p ►- �0 �3 O FUTURE SIDEWALK 2Q 4 ss' 5 6 35� ° _ y • s + ¢ r°0 �• �` boy 2¢s N I Dc G. N ��h' ,ii+ -n c,� �y -0 4 o V- c� < <c F O PAD= 1 6. 1 B - - _ _ o 14 � S' 36t00 -- -- - 2.1 SLOPE 5 NN PAD- 16.5 L 68 37+o0 , , _ - �. ' ti (ULT.) 21 ti N W 65, 1 22.48T. - cv m N rod°��' N °� - o; cat CO - 16 9 6 2 •81 F•C - ---- _ 39+00 40+00 41+00 �, O 42+00 i `L 1 43+ �' - _ 0 (` L 21 14 - m NOO'22'3T E `�, W 5 6 - - - 360.85' -14 - - - _ - ,68 7.96 T.C. NXtOO5 g N nPAD= 16.9 6S ;:< D 23.34T. - 7 29 FC 4 1 24.34T.C. r7 N2 L. N N�=58.85� �� L. 3. 7F.L. M STA.10+ o C 1 �� _ _ _ _ _ - - 7 La - PA D= 17.4 FU LIRE E.C.R. 1 D I // - - -T - z W PER TRACT d +� O� = 87.86' 111.29' 5.29' ;.. 'r Lij 15' N 8 28754-1 L ►v-'^° c� I - ��STA. 10+46.19 2) 111.18 w ^ F.L. „ 14 ��. FUTUR E G m i o XnLoyp `O FUTURE 60 S.D. Q cn » , PAD= 18 4 `�`�'' '� I I III' a ��- I PER E B.C.R. o � 'V• o• y Underground Service Alert SCALE: 1 = 40 9 I N •co �MIL,.I I TRACT ^ 107 co o EXIST. NI U 9 o N^ , v 28754-1 o PROPOSED II ° 0 1 N Z N.= _ I Call: TOLL FREEN%m PAD= 19.6 W �� NN I W Y N EASEMENT �s in o �9 ° o -800 0 20' 40' 80' 120' 160' a12 I I II ,' I ^ o o+ o�, ^OI N I li 1 (ULTIMATE) Q 227-2600 o I I- L� �Q 1 1 w � 14 �� -1 - = Q ^- � _ _ _ _ III , 00 0 10 1300 TWO WORKING DAYS CURVE DATA rr�� r �, %J J M� 30'60 30, NW PAD=21 .4 PAD=21 .7 0 r� - R.C.F.C.D. `. BEFORE YOU DIG PAD=2 2. 1 PAD=2 2.5 9 PAD=2 3.0 7 PROPOSED M o �' 10' c~i , ° EASEMENT 0 DELTA RADIUS LENGTH TANGENT N,� W 20 20' 10, r �� M �s 9 OWNER / DEVELOPER AD 34°55'41" 1178.00' 718.12' 370.61' 9 Nam r ��r� r �, J J 'J J �� ° Fc 0) FOR TRACT 2875 SED EDGE 0; PAVEMENT NEW WEST © 34'55'41" 1200.00' 731.53' 377.53' ROBINS l I r i rr rr r I� �' C 26°01'31" 1222.00' 555.07' 282.40' 0� C R E E .�J� J ..J J �- .I�r�.J J � ��r� J ,T� T�J�/J��J �J.�� rJ J� J r ��`.J�J r r PROPERTIES O LANE KAADRA r AS) r r Rj\J j\jJJJ\JJ rJPA I VVA r r R DJ� fR]r r 369 SAN MIGUEL DRIVE, SUITE 375-A OD 87°55'55" 25.00' 38.37' 24.11' SEE TRACT (9 9) ROAD NEWP0RT 6408 6420 C* 9FAX�(949) 640-6484 DE 4'46'00" 1222.00' 101.66' 50,86' 28 754"- IP 990145 NOTE: SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER CSL ENGINEERING, INC . BENCHMARK: M S 3776 SHEET N0. WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN QROFESS/0 TRANSPORTATION DEPARTMENT QROFESS/ON SUITE E RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION COUNTY 0 F RIVERSIDE 5 ENCROACHMENT PERMIT AND/OR A �O O A, OT 9� �p �o A. S q� 11651 STERLING AVENUE, „ GRADING PERMIT HAS BEEN ISSUED. F, ti F P �i F` RIVERSIDE, CALIFORNIA 92503 OF NEWPORT RD. & LINDENBERGER RD. A 1 » �, APPROVED BY: 4-; r 9 y THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR m ac yy m (909) 785-5122 * FAX (909) 785-5180 INOCAPIP & �N MARKED COUNTY SURVEYOR I SCHEDULE A ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN IN HEREON. 33950 m OFFSITE STREET IMPROVEMENT PLANS No. 25917 ELEV.= 1425.301 FOR IN THE EVENT OF DESCREPANCIES ARISING AFTER COUNTY APPROVAL * Exp. 6/30/02 /d m'b Exp. 12/31/01 PREPARED BY: R.C.E. NO. 25917 (1984) OF 9 SHTS OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE s� CIVt�- �P - DATE s� CIVIC �Q EXP. 12 31 01 LA LADERA ROAD RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND MARK BY DATE APPR. DATE 9T _ 9T SCALE: F p� //j; �-o CR.IJIA�lk7A,' 0?MA. R.C,C F o`� FOR: W.O. COUNTY REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER REVISIONS COUNTY OF CA`\� RECOMMENDED DATE OF, CALIF Q S DATE: 3-7-0o H; 1"-40° V: 1"=4' FILE N0. RICHARD A. SCIANNI - JN506/03-02-00/506_54-OSSIP5.DWG/S:40 o: U w FUTURE TOP OF CURB 22' LEFT OF (8!' C.F.) + r- SEE SHEET 7 M 01 FOR CURB RETURN 1440 LT- M ——_——� M - 1440 LT 00 ►7 ri ,°- ____ ------ 00 ui 1.00% M 50.00' VC PI=39.70 000 In _ C6 to 1435 LT— M ____- ------ 0 W V, 1435 LT �i 1�_ — ————— EXISTING GROUND O q LO Li W ao ___— m o o 00 1_ --- �► o �. Z Cq 0 0 _ 0- 0 1 -- — o + � + W � M -� -- — PROPOSED FINISHED � � � � o _ _ O + � � M �2 V� N __-- SURFACE 0 M 1440 — ----- o 1440 - o 1.00% M o ' �- 1435 - �? o 1435 _ O N , M U m o _� M SEE SHEET 7 0 1.00% M M FOR CURB RETURN O^ M �_ M O^i 144 RT- _—LO — 1440 RT Ai 00 Oq Oq to EXISTING GROUND LO 1.00% M ————— OQ . . M M —_— 00 —-- — — 1435 RT— — _ _ — 1435 RT z 00 K 1 04%_ 00 to V 00 _ — �- 0; ____----- ----- FUTURE TOP OF CURB 1430 RT Q - 22' RIGHT OF CL C.F.8}' ( ) PROFILE SCALES HORIZ. 1 "=40' VERT. 1 "=4' 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51 +00 52+00 53+00 54+00 NOTE: EXISTING R/W SHOWN HEREON FOR LA LADERA ROAD AND NOTARIZED LETTERS OF PERMISSION HONEYRUN ROAD IS PER ACCEPTING THIS SLOPE GRADING AND/OR P.M. 22745, BOOK 155, DRAINAGE IS IN FILE OF RIVERSIDE PAGES 71-74, RECORDED COUNTY TRANSPORTATION DEPARTMENT rrjr r_r1VrJ Vr RA � r J J 2 1 ON 2-27-89. DATE OF LETTERS: 11 -5-99 & 11 -24-99 9 HONEYRUN ROAD o- SEE SHEET 7 DAYLIGHT LINE 9 ,�, ��> , , INT. STA. 54+58.80 LA LADERA ROAD PROPOSED R/W PER TTM 28921 c0 w^ �' a N 88 I = STA. 80+00.00 HONEYRUN ROAD 0 :2Q J w °__ °--� + 5 6 It A + � , , ° �_ ��S rn FUTURE C&G,SIDEWALK, A.C. �, pp 32 32 12 • Ln 9 45+80.46 °��0�— �`� 1 PAVEMENT PER TTM 28921 G' O I (ULTIMATE) 14 h 1 ULTIMATE IMPROVEMENTS o �I �� O `l' �. EXISTING R/W ( ) ,� ��. �r, �L �, LO l h ° F °-------- �; _ __ 79+45.03 UTURE SIDEWALK Ln —0 0---------° / 5:1 �' 14 79+42.68 B.C.R. 0.25% FUTURE SIDEWALK DAYLIGHT LINE F — - — — �-- -- END C&G, BEGIN 0.25% 8" A.C. DIKE w — 0 0 2:1 SLOPE 2:1 SLOPE r 2:1 SLOPE — 0 0�--��^ :1 SLOPE 0 ° 0 ° 7 °2:1 SLOPE o\ 5 LLJ yy W — Q W N o o -N a O - o O O "� N 39.73T.C. : w 1 (ULT. N ,� �1, ^� 1 (ULT.) co rO N c� c� afro v co c�' 1 (ULT.) cv 3 U Z o0 ) o ^� C�• 'S o ^� o ^a o• ^� o' 39.06F.L. � �w 00 = 44 00 45+00 c NOO'22'37"E 4s+00 cC 47+00 �C 48+00 �'49+00 1245.27' 50+00 �' S1+00 52+00 F 53+00 _ 54+00 z o N F-: — / 5 6 / ' N N N ULT. 4 1 (ULT.) 5 6 `° 4 ULT. I N LT. 1 5 6 ° 4 ULT. ULT.) 1 '� �t N 39.73T.C. 24 x ? o a \ ) N ) l ) 1 �} N �p w Z _j Cr T - C;q -.- _- J N o 0 0 cli 14 2:1 SLOPE 0_� 0---� 0 20 0 CD DAYLIGHT LINE C� p ° o ° o I � ° 80+55.00o o ° — o 80+56.84 C.R. , Q� EXISTING R/W �� o � C, F F� FG 16 16 EGIN C&G, END,. o— �c� ^`'�c�' F DAYLIGHT LINE gyp/ 88' PROPOSED EDGE OF PAVEMENT A.C. DIKE�^ ,^ o 6 (ULTIMATE) FOR TRACT 28754-1 FUTURE C&G,SIDEWALK, A.C. 00+ m r 44' 44' 5 , ° «> - (INTERIM IMPROVEMENTS) PAVEMENT PER TTM 28921 �n N 12 3 12 - (ULTIMATE IMPROVEMENTS) �o G. rn w �0 + � o underground service Alert 9 ' w H O N E Y R U N ROAD Call: TOLL FREE SEE SHEET 8 n1--_8'00 u 1\1 rI T Y \I��r\S T r \J��r\T r_F r�r r j j\j J_\T 10 1\1 r�r� r J L I T Y TWO WORKING F �-r RIN j�j] I i�I I ("1 r-)��L �jV /�� F i� D1� 1 'R- 1 (-' r CONSTRUCTION NOTES BEFORE YOU DIG J J J:J J J J— „ 1O—CONSTRUCT TYPE A-8 CURB & GUTTER PER STANDARD NO. 201 (8„C.F.) a CONSTRUCT SIDEWALK PER STD. NOS. 400 & 401 (W=5.33'-8" C.F.) OWNER / DEVELOPER CONSTRUCT 0.35' A.C. PAVEMENT OVER 0.75' A.B. (CLASS II) /� NEW WEST a—APPLY ASPHALTIC EMULSION. CURVE DATA SCALE: �" = 40' A AD RA ROAD 9D-INSTALL STREET LIGHTS PER RIVERSIDE COUNTY STD. NO. 1000 & PER COUNTY PROPERTIES APPROVED STREET LIGHT PLAN. MODIFY STD. TO USE 55 WATT L.P.S.V. 8000 LU. O DELTA RADIUS LENGTH TANGENT 14 CONSTRUCT EDGE OF PAVEMENT PER DETAIL ON SHEET 1 369 SAN MIGUEL DRIVE, SUITE 375-A NEWPORT BEACH, CA 92660 0 20' �0' �0, 115 CONSTRUCT BARRICADE PER STD. N0. 810 OA 90'16'28" 35.00' 55.15' 35.17' 20' 160' (949) 640-6420 * FAX: (949) 640-6484 IP 014 B 89'51'36" 35.00' 1 54.89' 1 34.91' NOTE: SEAL-COUNTY SEAL—ENGINEER-COUNTY OF RIVERSIDE CSL ENGINEERING, INC . BENCHMARK: MS 3776 SHEET NO. WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN QROFESS/pN TRANSPORTATION DEPARTMENT QROFESS/pN ENCROACHMENT PERMIT AND/OR A 1O A. p q� �p o A. s 9� 1 1651 STERLING AVENUE, SUITE E RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION COUNTY O F RIVERSIDE 6 GRADING PERMIT HAS BEEN ISSUED. F,� Ty F P� �i F` RIVERSIDE, CALIFORNIA 92503 OF NEWPORT RD. & LINDENBERGER RD. A 1 » » �� APPROVED BY: �c�� 92 � SCHEDULE A (909) 785-5122 * FAX (909) 785-5180 IRON PIPE & TAG MARKED COUNTY SURVEYOR I THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR o Y rrnn c� ' m IN CAP WELL MON. OFFSITE STREET IMPROVEMENT PLANS ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN IN HEREON. 33950 70 No. 25917 ELEV.= 1425.301 FOR IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL * Exp. 6/30/02 * 3 /0 * Exp. 12, 31/01 * PREPARED BY: R.C.E. IN 0. 25917 (1984) LA LADERA ROAD OF 9 SHTS OR DURING CONSTRUCTION THE PRIVATE ENGINEER SHALL BE J' 4 D s' RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND MARK BY DATE APPR. DATE 9T�. CIVIL O��P , c ru s li�'I/�i4' C . ie2 Qt 9T�, CIVIC ��P EXP. 12 31 01 SCALE: TY REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER REVISIONS COUNTY OF CA��F " DATE OF CA1�F� Sr' -- DATE: -�-oo ,� " FOR: W.O. IFILEN 0. RECOMMENDED RICHARD A. SCIANNI H: 1 =40 V: 1 =4' JN506/03-02-00/506_54-0SIP6.DWG/S:40 71+30.54 W'LY PROJECT h PROP0SE.D A BNDR51!22YT®50.55 FIL o CIF 1:0N TOP OF CURB --- � 32' LEFT OF � (87C.F. 1450 LT + M H - AC DIKE PROFILE M o0 0) a O• o w :. Ad Y o a - v U p it p Q ad U '--2=�. _ 1.4 � m _ _ ,�� _ - w Z w m Z _ p 45 LT 00 N M o - 1445 LT �; o w u? w w EXISTING GROUND ®� rnin 0) ,n m ,n �' o m `� It ± 00 m v h Qf"'Q� 1 - w o _ � Q �,� FINISHED 00 � + � _ -- _� __ Z --- ___ -1 �� m r- �W SURFACE ® - '� to 1450 - m ------__ M 1440 LT _ _ PROPOSED FINISHED W r_ � 00 00 o -- _ EXISTING GROUND ®�00 p F/ C JW AC DIKE PROFILE LO ao 00 0 0 - 3 `n Q w _ -,�� 00 �' N o m 1445 Cq Z _ Y �, �00 Ill �; 0 1445 o 111 cc; LL_ C; Q 0 + p + r z 00 0 n m m m p (> C7 m - DO m . N Z FUTURE TOP OF CURB o w-_-_- N ----- --__ -'--= + M ol 32 RIGHT OF CL (8" C.F. 1.2oq ---�- M 00 - 1440 1450 RT- --_ + 1 � N o M to - - 6 L=55.15' L=54.89' --_-__ V) °' A/ o/ ©/ o/ �/ o/ o/ A/ -_ _..._- 1.209' m 14�45 RT- -----�-_�__ � 0) � � w 1445 RT _ � z �M rn �i w- - _ It 00 vv � J - �� w m m - m cy) 00 00 M MM M M 00 M cn M Q - 1440 RT PROFILE SCALES PRo� ToP a� cuPg H 0 R I Z. 1 "=40' OF F (8'c. VERT. 1 "=4' 70+00 71 +00 72+ 00 73+00 74+00 75+00 76+00 77+00 78+00 79+00 80+00 81 +00 CONSTRUCTION NOTES 0-- CONSTRUCT TYPE "A-8" CURB & GUTTER PER STANDARD N0. 201 (8-C.F.) _ _ _ I / _ _ � � � � 0- CONSTRUCT SIDEWALK PER STD. NOS. 400 & 401. (W=5.33'-8" C.F.) J r�\J rr� rJ \1 r l-�r� r J J J J 0 APPLY ASPHALTIC EMULSION INSTALL STREET LIGHTS PER RIVERSIDE COUNTY STD. NO. 1001 8 & PER COUNTY APPROVED STREET LIGHT PLAN. USE 135 WATT, INT. STA. 80+00.00 HONEYRUN ROAD L.P.S.V. 22500 LU. w o = STA. 54+58.80 LA LADERA ROAD 10 CONSTRUCT CURB RAMP, CASE B, PER + o STD. NO. 403 01 oo /09.9". 11 INSTALL STREET NAME SIGN PER STD. 816 CE INT. STA. 73+62.14 HONEYRUN ROAD � T 0P£NING 14 CONSTRUCT EDGE OF PAVEMENT PER DETAIL ON SHEET 1 o c> = STA. 10+00.00 FUTURE STREET S q<<0W /N Cj 15 CONSTRUCT BARRICADE PER STD. N0. 810 �,�`� r cTET T �£� F TUR � G �£R 19 CONSTRUCT 0.45' A.C. PAVEMENT OVER o o ?o R 28 86 7"471 £ 21 0.95 A.B. (CLASS II) m m m TR T A.C. DIKE PER STD. NO. 212 3 CONS UC 8 � � � 0 o w o FUTURE SIDEWALK _ 'PROp T D EDGE OF a " a " - _ EXIST R/W lbT- E SIDEWALK n � n � no RW _ _ _ 4�.39TC A 1 o = W MPROVE ca r7 o EXIST. / z "' _ �9 m C&G, SIDEW . + c� + c� 48.34T.C. 4(o.'JZFL ow � w � w 47, 7F.L. r� m m m 76+00 14 75+00 ^w o �,a PAVEMEN 28886 - - 16 4- `r 1 �U I!M IMPRO S 19 6 77+00 ,� �' ^ 8 51'.22 TC 1 N 13+00 257.10 - B f a Q J - �- (ULT.) 00 ^rn �00 50.55 FL �� Q A6 6p� `n 78+pp (� s "E72+oo - ,��`'' 9�F .c - - _ _ (ULT.) 1 M �� 9 21 T �lN£ ,: � qY�l N 20 5ti 6� 19 6 N P � .' (ULT.) 21 I tx1 -- - - - _ - ` 4 0 9 �' ST 39. rI �� I _I r J J �J\ J 15 ULT. (ULT.) - rn J n, 19 6 �Y,0p Qj 8F� l pF� Q 0 ( ) (ULT.) 1 orn + - (Ukr� �C m z /\UD] r-j j\ f- f I \ 3 TC y N J o 50.96_FL + z c + (ULT.) 1 00 � N om Z o .J1- �.Jr J �. l�-,r�� J D Ind '" 3 o Q EXIST R/W 4/'48T,C Q'- EXisT. R/w e J NOTARIZED LETTERS OF PERMISSION o �F D 15 N89. Coo ACCEPTING THIS SLOPE GRADING AND/OR 24, 14 s W CO m o DRAINAGE IS IN FILE OF RIVERSIDE 8'" E 19 6 m 3 COUNTY TRANSPORTATION DEPARTMENT 19 s3�9, DATE OF LETTERS: 11 -5-99 & 11 -24-99 FUTURE SIDEWALK s6 o E, 10 4 / oo Q 8 C.I `� F� R �o "'h•v 39.84r-CIVc /l� �✓ 6z) � 19 6 rr1\Jr �rI ��r r��r\ rr 2C � �� Underground Service Alert �; 88. / 27 4/ GUTTER � 4j Call: TOLL FREE IN CURB & NOTE: EXISTING R W SHOWN HEREON 2 2 4` 53�9 4 1 -8OO 133.17' OPENING l,g �/ (/��i , 227-2000 TO ALLOW FOR FUTURE STREET FOR LA LADERA ROAD AND ^rn q 2 CURVE 1 � � 22, o C U R V G DATA TO TENTATIVE TRACT 2g92 HONEYRUN ROAD IS PERTWO BEFORE WORKING DIGS 0 DELTA RADIUS LENGTH TANGENT P.M. 22745, BOOK 155, S R0 DER ro o PAGES 71-74, RECORDED GRADING AND DRAINAGE NOTE: EE S 4 o� Q AD 27'25'33" 1232.00' 589.72' 300.62' ON 2-27-89. THE GRADING, DRAINAGE AND CONSTRUCTION h'EET OWNER / DEVELOPER OF HONEYRUN ROAD WEST OF THE INTERSECTION 6 00 © 27'26'54" 1200.00' 574.88' 293.07' ® .LA LADERA ROAD WILL BE DONE IN „ CONJUNCTION WITH THE GRADING AND DEVELOPMENT FUTURE DESIGN IS NOT A PART OF THIS " NEWWEST © 27'18 49 1168.00 556.80 283.80 OF BOTH T.T.M.'S 28886 AND 28921. SCALE: 1 = 40 PROPERTIES � ROAD APPROVAL. THE FINAL DESIGN SHALL BE D 90'16'28" 35.00' 55.15' 35.17' SUBMITTED FOR PLAN CHECK AND APPROVAL 369 SAN MIGUEL DRIVE, SUITE 375-A 0 89'51'36" 35.00' 54.89' 34.91' AT A FUTURE DATE. 0 20' 40, 80, 120' 160' NEWPORT BEACH, CA 92660 (949) 640-6420 * FAX: (949) 640-6484 NOTE: SEAL-COUNTY SEAL-ENGINEER CSL ENGINEERING, INC . WORK CONTAINED WITHIN THESE PLANS COUNTY OF RIVERSIDE BENCHMARK: MS 3776 SHEET N0. SHALL NOT COMMENCE UNTIL R QROA- 00,N TRANSPORTATION DEPARTMENT QROFESS/pN SUITE E RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION ENCROACHMENT PERMIT AND/OR A �O A, o q� �p a A. s q� 11651 STERLING AVENUE, COUNTY O F RIVERSIDE � GRADING PERMIT HAS BEEN ISSUED. F,� Ty F o ci F` RIVERSIDE, CALIFORNIA 92503 OF NEWPORT RD. & LINDENBERGER RD. A 1 » �, APPROVED BY: c� 9 2 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR Y� � m yy m (909) 785-5122 * FAX (909) 785-5180 IN PIPE & TAG MARKED COUNTY SURVEYOR I SCHEDULE A ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN IN HEREON. 33950 m O F FS I T E STREET IMPROVEMENT PLANS � � No. 25917 � ELEV.= 1425.301 FOR IN THE EVENT OF DESCREPANCIES ARISING AFTER COUNTY APPROVAL ,F Exp. 6/30/02 3 /d e1 * Exp. 12/31/01 OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE CSL (0 20 q00 STiPEET /MPROI/EI�J�"il/T5 -0 s� CIVIC �P DATE s * PREPARED BY: R.C.E. NO. 25917 (1984) HONEYRUN ROAD of SHTS RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND MARK BY DATE PPR. DATE '9T �,/ CQl�Tiyi/.11� C.? 7, C C 9T CIVI\- ��Q EXP. 12 31 Ol SCALE: REVISING THE PLANS FOR APPROVAL BY THE COUNTY. REVISIONS FOF CAL\F�� "` ' ` FOF CAL\F C(' SG�o-.- DATE: 3- 3-00 „- FOR: W.O. COUNTY ENGINEER COUNTY RECOMMENDED DATE RICHARD A. SCIANNI H: 1 =40 V: 1 -4 FILE N0. JN506/03-02-00/506_54-OSIP7.DWG/S:40 rn 100.00, VC m °' PI= 31.69 C9 co Vj M U M �2-� m U o 100.00' VC Ld W > v 4 PI=29.94 rj 0O 0 1435 LT— _ 0 0 o W F U o ^ o 00 m > 0 � N + . ^ � �' Q `� o FUTURE TOP OF CURB PRQPOSED � M .� N + � + � �, U o W o o OO M 00 � � + o N � - o o o 0 32' LEFT O F CL 8" C.F.) w 0 TOP OF CURB °° M M wM W N 0.50% OO M -o.sp% o � 0 + oo+o rn +32 LEFT OF (8" C. M ff� 00 o � N 00 0i + 7 1430 LT— — _ _ N _ N _,.6 1 -430 LT O ao 100.00 VC FUTURE IC X-GUTTER PROPOS ED p —°� N r PI=31.78 - - - _ M U -FUTbME FINISHED _ • > N Q -2 , m ~ SURFACE ® CL 100.00' VC _ Q j Z PI=30.03 EXISTING GROUND ®� M o o w 1435 + o o 0 0 — 1425 LT r 1* N + M � 00 'n o ,n EXISTING GROUND ®� zz N + 1 O O rn 0 O > ,s_ (10 r:;: 00 M 00 M d * + � M cD � �' M C��, � O 0 1� m i 00 co M 0�0 M _ 00 M M 0000 M O 4, L LO 00 N p O 00 • U' 00 M —O� 5O� M 00 M _DSO o O + N + 00 N O O Q PROPOSED FINISHED 0 SURFACE � M � N I0 � + N 1430 — M - _ �, � N � �. — 1430 _ -- _ oo N EXISTING GROUND ®� 06 PI=31.69 to W ° _ _ N Z �2— m 0100.00, VC — - - J o o > PI=29.94 1435 RT- _ o L o o O — 1425 v N + N LO m o _' ° m FUTURE FINISHED 00M 10— + m + � + � MUr m 0 00 O w Q p � M � "' 00n � �, � Z" o + zo Lo � � M o a o SURFACE PROP0,50 «0 w� -o---5� M o + 7 + � 0 00 N o 3�U� TOP 0 CURB M � m 00o ^ O � �; + � � 17 � 1430 RT— _ _ � M _ � N _ 00N 00N 1430 RT 32 RIGHT OF (8 C.F.) — _ '�q — _ N Z — 1425 RT ti FUTURE TOP 0 CURE PROFILE SCALES to N 32' RIGHT OF (8" C.F.) HORIZ. 1 "=40' VERT. 1 "=4' 81 +00 82+00 83+00 84+00 85+00 86+00 87+00 88+00 89+00 9 0+00 91 +00 9 2+00 NOTE: EXISTING R/W SHOWN HEREON SECONDARY ACCESS A NOTARIZED LETTER OF PERMISSION FOR HONEYRUN ROAD IS PER ACCEPTING THIS SLOPE GRADING AND/OR P.M. 22745, BOOK 155, ROAD DRAINAGE IS IN FILE OF RIVERSIDE PAGES 71-74, RECORDED CONTRACTOR SHALL PLACE ROADWAY COUNTY TRANSPORTATION DEPARTMENT ON 2-27-89. AGGREGATE BASE 2' x 5' LONG x 12" SEE SHEET 9 DATE OF LETTER: 11 -5-99 DEEP AT THIS POINT AS A MEANS TO I CONTROL EROSION. I 60' — r � Of 1 8 J r�\1 rRr\ rr 28@E3-7 `'J m TRACT BOUNDARY 8 _ Fes_ M I I Q? + LO 00 O + O 16' , 1,6' o + FU &G, SIDEW � Co • PAVEMENT 28886 19 6 1'RoP IMPRO EARS) 0 0 0 0 ��`v SIDEWALK �,. Z �0.227Tc + -�-�-0 _ _ - - - - - - - - N EXIST. R W - � N - 0 71 N 1 31.27T.C. G • W N 3 �O .L. 30.7 T.C. 1 TO 4 30 F.L. ® 0.59,'= 81 00 — 82+0 � — 83T N89'45'46"W 84+00 — — 85+�0 _ 86+00 — 87+0�1¢ _ 88+00 — — 89+00 N 000 19 6 0 o°o /9 !o 15 00 _ - FUTURE IMPROVEMENT w w 1 30. L. EXIST. SWALE N " VJ N (00 - - - - - .J - --_ �_ �o O _ �10_0 - —° `�I 2:1 SLOPE o o ° ° EXIST. R W 1 ' D•ZSTC ��.w U 0 ° / 29.to/FL DAYLIGHT LINE (z)�: o !- 19 6 Ct INT. STA. 85+86.95 HONEYRUN ROAD \ __ �; a d' Q = STA. 10+00.00 TEMP. ACCESS ROAD Q + F= + �3 0 � o rC 8 N w� GRADING AND DRAINAGE NOTE: Underground Service Alert c� U \ � �� \�\ / �� T \�` /A r-- I-- (., I — UCTION OF HONEYRUNTHE NROAD NOTHE OFDTHE CENTERLINE WILL Call: TOLL FREE NOTARIZED LETTERS OF PERMISSION1 J ,� J s- .Jr' J r' R r"�i' ,� r�j�,1,-� 10 j�, 1-' �� r J_,J r Y BE DONE IN CONJUNCTION WITH THE GRADING AND CONSTRUCTION NOTES ACCEPTING THIS SLOPE GRADING AND/OR _ _ DEVELOPMENT OF BOTH T.T.M.'S 28886 AND 28887. 1 -800 DRAINAGE IS IN FILE OF RIVERSIDE / r r�� rr r�� j�_11Jj�11r1P�� JVA rr r �' Ic r �' _ '> »ZZ7-2000 J --� r� JJ�J �� 1�-CONSTRUCT TYPE A 8 CURB & GUTTER PER STD. NO. 201 (8 C.F.) COUNTY TRANSPORTATION DEPARTMENT CONSTRUCT SIDEWALK PER STD. NOS. 400 & 401 (W=5.33 -8 C.F.) 0- BEFORE YOU OIG TWO WORKING DAYS �,�,/ DATE OF LETTERS: 11 -5-99 & 11 -24-99 6�-APPLY ASPHALTIC EMULSION �< INSTALL STREET LIGHTS PER RIVERSIDE COUNTY STD. NO. 1001 & PER COUNTY APPROVED STREET LIGHT PLAN. USE 135 WATT, OWNER / DEVELOPER L.P.S.V. 22500 LU. NEW WEST SCALE: 1" = 40' 12 CONSTRUCT CROSS GUTTER PER STD. NO.'S 209 & 209 A. OMIT SPANDREL 14 CONSTRUCT EDGE OF PAVEMENT PER DETAIL ON SHEET 1 PROPERTIES HONEYRUNROADCURVE DATA 15 INSTALL BARRICADE PER STD. NO. 810 0 20' 40, 80' 120' 160' 19 CONSTRUCT 0.45' A.C. PAVEMENT OVER 0.95' A.B. (CLASS II ) 369 SAN MIGUEL DRIVE, SUITE 375-A J DELTA RADIUS LENGTH TANGENT NEWPORT BEACH, CA 92660 (949) 640-6420 FAX: (949) 640-6484 OA 90'00'00" 35.00' 54.98' 35.00' IP 990145 NOTE: SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER CSL ENGINEERING, INC . BENCHMARK: M S 3776 SHEET NO. WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN QROFESS/pN TRANSPORTATION DEPARTMENT QROFESS/ON ENCROACHMENT PERMIT AND/OR A �O o A. oT q� FO �o A. S 9� 11651 STERLING AVENUE, SUITE E RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION COUNTY O F RIVERSIDE g GRADING PERMIT HAS BEEN ISSUED. F, ti F P �i F RIVERSIDE, CALIFORNIA 92503 OF NEWPORT RD. & LINDENBERGER RD. A 1 �� , y APPROVED BY: `� (909) 785-5122 * FAX (909) 785-5180 IRON PIPE & TAG MARKED COUNTY SURVEYOR I � �� 92ti� SCHEDULE A THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR Y m c� ' m IN CAP WELL MON. OFFSITE STREET IMPROVEMENT PLANS ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN IN HEREON. 33950 No. 25917 �, ELEV.= 1425.301 FOR IN THE EVENT OF DESCREPANCIES ARISING AFTER COUNTY APPROVAL 1 CSL 20 o ADD STREET /MPROVEMEA/T5 * Exp. 6/30/02 * 3 S'd k Exp. 12/31/01 * PREPARED BY: R.C.E. NO. 25917 (1984) OF 9 SHTS OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE 7 �� s� CIVI\- �Q DATE sT CIVI\- �Q EXP. 12 31 Ol H 0 N EYR U N ROAD RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND MARK BY DATE PPR. DATE '9TF Q'� � CR1.�Shi/�A.' Q7 /YI/�'Il C Q 9TF 0�� - SCALE: FOR: W.O. COUNTY REVISIONS OF CA\-\F OF CAO- S DATE: �3"OO H: 1°=40" V: 1"=4' FILE COUNTY REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER COUNTY NO.916'0-U U - RECOMMENDED DATE RICHARD A. SCIANNI JN506/03-02-00/506_54-OSSIP8.DWG/S:40 M (D co 1465 W O O O O 1460low O o n 0 100.00' VC _ 1 4C70 00 (0 o+o (0 �< P1=69:96 m + � c0 IDENTICAL POINT w z PROPOSED FINISHED ✓50io w 1455 SURFACE LO � 6 04 o — 1475 N � C' + n FEATHER FOR SMOOTH LO 100.00' VC rn o c4 " PI=61.88 m � co � + � N r`�,: JOIN rn 0 � o + 00 co ¢ + o °' _ _ rn _ . 1450 1470 00 LO M tD (6 EXISTING GROUND EXISTING GROUND 0 1445 �— 200.00' VC PI=33.00 - 1465 N. W 0 PROPOSED FINISHED o p1Q 1440 — _ _ S U R FAC E EXISTING GROUND ®� U 0 l,1 . N O � M 0 0 04 M �M O `— C2 O ^ O X j 0) g y OO O Q7 + O m O O N 04 N M 1435 — + li O O r- N M OL 00 O `OL0 + N NM M Z M "_ ± M PROFILE SCALES C-3jM � MOO � M M M HORIZ. 1 "=40' 430_ _ L -1.25% VERT. 1 "=4' 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21 +00 r r� r�� rI � rr��\ (- r 2 J J J J GRADE THIS AREA TO INT. 20+79.90 TEMP. ACCESS ROAD � INT. 10+00.00 TEMP. ACCESS ROAD= \ \ r � MAINTAIN DIRT ROAD 85+86.95 HONEYRUN ROAD ACCESS ON W'LY RIDGEMOOR ROAD 44' C41 EXISTING R/W SIDE OF ACCESS ROAD 33' 33' GRADE THIS AREA TO 00 , 0 0 o m MAINTAIN DIRT ROAD PROPOSED EDGE OF PAVEMENT 12 22 11 ,,, ACCESS ON E LY do WILY TO SERVE TRACT 28754-1 16' 16' _: o ? SIDE OF ACCESS ROAD (INTERIM IMPROVEMENTS) + U_ w 60' ROADWAY DAYLIGHT ck: EXIST. R/W o _ EASEMENT TO w o o 0 0 J 85+35.95 85+31.95 o TRANSPORTATION J FUTURE ECR = EC DEPARTMENT o ° ° Na 14 - o ° (n 14 JOIN EXISTING AC PAVEMENT bo 0 0 °- - - - - - ° - - - - -° - - - -o - - - ° - - - - ° - - - - - - - - - - - - - °O °- - - 14 LO - - - - - - - - - �n ao � o cv C*i _ •• N 601. 17 6 �, `��•o FS B 6S 13+00 4+00 N00'14'14"E 16+00 17+00 18+00 19+00 20+00lp 11+00 12+00 A L�FS 1079.90 �— - --I— - — +- - - - �- 70.65 24' ca . 5 6 c° 5 6 cD I A ( FS ) 8 N O°� �. N 3 — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - - - o- - - o JOIN EXISTING AC PAVEMENT LO Of o Lh 14 —� w o w z f�: 86+41.95 0 o °� ° o DAYLIGHT °x FUTURE BCR v=i o DAYLIGHT EXISTING R/W PER T.M. 22440-2 o w I o U � N 33, I 33, BOOK 259, PAGES 88 & 89. 88, o Uj A NOTARIZED LETTER OF PERMISSION °° i 12' 22' 11' ACCEPTING THIS SLOPE GRADING AND/OR A NOTARIZED LETTER OF PERMISSION 44' 44' DRAINAGE IS IN FILE OF RIVERSIDE EXISTING CURB & GUTTER _00EXISTING R/W THE COUNTY OF RIVERSIDE WILL NOT ACCEPT ACCEPTING THIS SLOPE GRADING AND/OR EXIST. 702 PER INSTR. (TO REMAIN IN PLACE) COUNTY TRANSPORTATION DEPARTMENT OR MAINTAIN THE SECONDARY ACCESS ROAD DRAINAGE IS IN FILE OF RIVERSIDE 12-15794s DATED DATE OF LETTER: 11 -5-99 UNTIL ROAD RIGHT OF WAY IS OBTAINED COUNTY TRANSPORTATION DEPARTMENT 0 AND RECORDED. DATE OF LETTER: 11 -5-99 RIDGEMOOR HONEYRUN CONSTRUCTION NOTES — — — — r- — s� FUTURE rr�� r�� r� ��r rr�� r � JJJJ ROAD FUTURE R/W R/W ROAD „ 5 CONSTRUCT 0.25' A.C. PAVEMENT OVER 0.75' A.B. (CLASS II) SCALE: 1 = 40 6 APPLY ASPHALTIC EMULSION (FOG SEAL). 60' ROADWAY EASEMENT TO TRANSPORTATION DEPT. C6 8 16 16 6 SEE SHEET 8 CONSTRUCT EDGE OF PAVEMENT PER DETAIL ON SHEET 1 ' 8' ' 0 20' 40' 80' 120' 160' 17 GRIND EXIST. PAVEMENT A MINIMUM OF 0.10' DEEP AND I SHOULDER p] SHOULDER CONSTRUCT A.C. PAVEMENT OVERLAYSECONDARY 2:1 CUT SLOPE ' �F`' 1.7% '` `' 1 S 2:1 CUT SLOPE TO DAYLIGHT I - �, TO DAYLIGHT 5:1 FILL SLOPE QS - � 5:1 FILL SLOPE OWNER / DEVELOPER Underground Service Alert TO DAYLIGHT 14 5 6 14 �FG ACCESS ROAD TO DAYLIGHT NEW WEST Call: TOLL FREE CURVE DATA 800 PROPERTIES 227-2600 0 DELTA RADIUS LENGTH TANGENT SECONDARY ACCESS ROAD DETAIL 369 SAN MIGUEL DRIVE SUITE 375-A Two WORKING DAYS O NOT TO SCALE NEWPORT BEACH, CA 91660 BEFORE YOU DEG A 90'00 00 25.00 39.27 25.00 (949) 640-6420 * FAX: (949) 640-6484 B 90'00'00" 35.00' 54.98' 35.00' IP 990145 NOTE: SEAL—COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER CSL ENGINEERING INC . BENCHMARK: M S 3 7 7 6 SHEET N0. WORK CONTAINED WITHIN THESE PLANS , SHALL NOT COMMENCE UNTIL AN QROFESS/04� TRANSPORTATION DEPARTMENT QROFESS/p SUITE E RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION ENCROACHMENT PERMIT AND/OR A �O p. 0,- q� �O �a n. SN'< 1 1651 STERLING AVENUE, COUNTY OF RIVERSIDE g GRADING PERMIT HAS BEEN ISSUED. F, ti F P �i F` RIVERSIDE, CALIFORNIA 92503 OF NEWPORT RD. & LINDENBERGER RD. A 1 P� �,9 APPROVED BY: �� 9y c> (909) 785-5122 * FAX (909) 785-5180 IRON PIPE & TAG MARKED COUNTY SURVEYOR I SCHEDULE A THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR o Y 2 rZn o y ran IN CAP WELL MON. OFFSITE STREET IMPROVEMENT PLANS ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN IN HEREON. � 33950 � w No. 25917 ELEV.= 1425.301 FOR IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL * Exp. 6/30/02 * 3 /O I-0 * Exp. 12/31/01 * PREPARED BY: R.C.E. N0. 25917 (1984) OF 9 SHTS OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE �!' Q ��-- DATE s SECONDARY ACCESS ROAD MARK BY DATE APPR. DATE �TF CIVIL ��\ ` + . C A f flt� t 7 mPA 6 0 �TF CIVIC 0�� EXP. 12 31 01 SCALE: FOR: W.O. COUNTY RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISIONS OF' 3� -Oo „ u REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER COUNTY CA RECOMMENDED DATE pF CAUF S DATE: H: 1 =40 V: 1 -4 NEW-WEST PROPERTIES FILE N0. RICHARD A. SCIANNI - - JN506/03-01 -00/OSSIP9.DWG/S:40 GENERAL NOTES: 1 IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER CONTRACTOR TO APPLY TO THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT, PERMIT SECTION, FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN PUBLIC RIGHT-OF-WAY, DEDICATED AND ACCEPTED FOR PUBLIC USE; AND TO BE RESPONSIBILITY FOR SATISFACTORY COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THIS PROJECT, ADDITIONAL COUNTY OF RIVERSIDE STUDIES AND/OR PERMITS MAY BE REQUIRED. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA, AND RELOCATION COSTS OF ALL EXISTING UTILITIES. PERMITTEE MUST INFORM COUNTY OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION. PHONE: (909) 955-9885 FOR TRACT MAPS TRACT N 0 ,, 28754 3. THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO COUNTY STANDARD NO. 816. 4. ALL WORK SHALL CONFORM TO REQUIREMENTS OF THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT -E IMPROVEMENT STANDARDS AND SPECIFICATIONS, LATEST EDITION, COUNTY ORDINANCE NO. 461 AND SUBSEQUENT AMENDMENTS. LANDSCAP PLANS 5. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO NOTIFY THE ENGINEER TO INSTALL STREET CENTERLINE MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE NO. 461. 6. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE PRIOR TO PAVING THE STREET, M S 776 INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS, STORM DRAINS. 7. CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALL AND CONSTRUCTED TO COUNTY - STANDARD NO. 206 AND/OR NO. 207, AS DIRECTED IN THE FIELD. 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR DEVELOPER TO INSTALL AND MAINTAIN ALL CONSTRUCTION, REGULATORY, GUIDE AND WARNING SIGNS WITHIN THE PROJECT LIMITS AND ITS _ SURROUNDINGS TO PROVIDE SAFE PASSAGE FOR THE TRAVELING PUBLIC AND WORKERS UNTIL THE FINAL COMPLETION AND ACCEPTANCE OF THE PROJECT BY THE COUNTY. 9. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS SHALL BE TAKEN AFTER ROUGH NOTE: GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. USE STD. NO. 401 IF i / -- EXPANSIVE SOILS ARE ENCOUNTERED. '-'' LANDSCAPE MAINTENANCE FOR TR28754 BY JCSD "CFD" 10. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN DAYS FOLLOWING r op° PER LETTER FROM CAROLE A. MCGREEVY DATED 6/22/00 PLACEMENT OF THE ASPHALT SURFACING. FOG SEAL AND PAINT BINDER SHALL BE APPLIED AT A RATE OF 0.05 AND 0.03 GALLON PER SQUARE YARD RESPECTIVELY. ASPHALTIC EMULSION SHALL CONFORM TO ~'- ~ - �, '' 1 - r ✓ / I ` `/ ' SECTION 37, 37 AND 94 OF THE STATE STANDARD SPECIFICATIONS. 11. INSTALL STREET TREES IN ACCORDANCE WITH ORDINANCE NO. 460 AND 499. (PLATANUS ACERIFOLIA 'BLOODGOOD', TIPUANA TIPU, LIQUIDAMBAR STYRACIFLUA, LAGERSTROEMIA FAURIEI 'ZUNI', TRISTANIA CONFERTA, PINUS CANARIENSIS) ` - ' - -`---A LA RA~'R"pp -"'..._, y 12. STREET LIGHTS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROVED STREET LIGHTING PLAN. 13. AS DETERMINED BY THE TRANSPORTATION DIRECTOR, THE DEVELOPER IS RESPONSIBLE AS A MINIMUM _ �, �._ o P , I FOR ROAD IMPROVEMENTS TO CENTERLINE AND MAY BE REQUIRED TO RECONSTRUCT EXISTING PAVEMENT INCLUDING A AND MATCHING OVERLAY REQUIRED TO MEET THE STRUCTURAL STANDARDS FOR THE NCLUD NG BASE, Q I CURRENT ASSIGNED TRAFFIC INDEX. 14. ONLY LANDSCAPING CONSISTING OF GRASS AND PARKWAY TREES MAY BE INSTALLED WITHIN PARKWAYS ON _- `_" LOCAL RESIDENTIAL STREETS WITHOUT SEPARATE LANDSCAPE PLANS. ALL OTHER TYPES OF LANDSCAPING �J - �/ t % / e+�'`�E `"�� A V!� %- j INDEX OF SHEETS IN THESE AREAS AND ALL LANDSCAPING ON ALL OTHER STREETS SHALL REQUIRE SEPARATE LANDSCAPE -'' '"` -'' i �i„- /��- 1 \ .._--..----t A LANDSCAPING ENCROACHMENTS SHALL CONFORM TO RIVERSIDE COUNTY "STANDARDS RELATING �`� —.-='� ' ` } 1 o - `' +J - r f i I ! 1 I --- 3 i, x '" i t SHEETS DESCRIPTION PLANS. ALL L S " - ' - /�,= ( % ME!° �; '1 i I� 1 i r t TO ADMINISTRATION OF LANDSCAPE ENCROACHMENTS DATED JUNE 1990. - `~--% ( i -.': i` ! / -�} ` ' J r �` T TITLE SHEET , 15. ANY PRIVATE DRAINAGE FACILITIES SHOWN ON THESE PLANS ARE FOR INFORMA11ON ONLY. BY SIGNING \ THESE IMPROVEMENT PLANS, NO REVIEW OR APPROVAL OF THOSE PRIVATE FACILITIES IS IMPLIED OF `" �- "_ - I f t; z��; r __ t C 1 CONSTRUCTION PLAN/DETAILS INTENDED BY THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT. L-1 to L-3 IRRIGATION PLAN 16. CONSTRUCTION PROJECTS THAT DISTURB MORE THAN FIVE ACRES MUST OBTAIN A NATIONAL POLLUTANT _ -�a- ;�:.... ,_ -- >< __� , _ �, ?i i I L-4 IRRIGATION DETAILS DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT. OWNERS/DEVELOPERS ARE REQUIRED TO FILE A {� ,-�"�� r� � % ( d' r--� i ~ c ? �• � � 1 r( -` NOTICE OF INTENT (NOI) WITH THE STATE WATER RESOURCES CONTROL BOARD (SWRCB) AND PREPARE A STORM - -O r'`- � '� O rf� f l (--_,._..-• ,..� +�1 t J. 1 O } f �_. 1 "_'-'`__—�_.--_�- t ! � ' 5 to L 7 PLANTING PLANS WATER POLLUTION PREVENTION PLAN SWPPP AND MONITORING PLAN FOR THE SITE. Lt !� L-8 PLANTING DETAILS NOTICE TO CONTRACTOR THE EXISTENCE AND LOCATIONS OF ALL UNDERGROUND UTILITIES UTILITY PIPES, LATERALS STRUCTURES, ETC.) SHOWN ON THESE PLANS (MAIN LINES ONLY - NO SERVICE WERE ASCERTAINED BY A REVIEW OF RECORDS PROVIDED BY THESE '% - •; - `- I o t`- `. /' __� _ 1 1 j ( ' ' - _ MEMBER AGENCIES AND ARE APPROXIMATE. NEITHER THE OWNER NOR THE ENGINEER , j •l;fj _._ ../ •-,�1 "----._- ASSUMES ANY RESPONSIBILITY FOR UTILITIES NOT SHOWN OR NOT IN THE - i 1 `T!h JJt ! rr t i —^ 1 t -- ; -�^- ii/ r'j r �' ql \ i' 1 �`, LOCATION SHOWN. - tr r 7 ` t THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT (`� - �+ i ;I , fill�j, f �l THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. LOCATIONS OF UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO COMMENCEMENT OF CONSTRUCTION. o CALL UNDERGROUND SERVICE ALERT (U.S.A.) 1-800-227-2600 AT LEAST 2 WORKING 9f i MORNING REE ;~ MORNI BREEZE `�--- _ - - - —:: - s DAYS PRIOR TO EXCAVATION. -=.- ~ Ile- f p - y _ T..._�._..._r � _.. � �`..�.._ � o McCAL V . ®T._.._.._ T � _ . ... �_ T�T ...T T � - � -•, ✓,� `' ' P R 0 J E CT AREA - r 5. t-T _ -� _ �. .. = -- - C H A N N E S� CITY --, _ - SUN o 2,5 HONEYRUN ROAD �n O � O CANYON a� o LAKE s o O 0 g ROAD NEWPORT INDEX MAP15 ��o MENIFEE m LAKE �uaL�?oAD v -N- ELSINORE NOT TO SCALE F�F-1 VICINITY MAP Underground Service Alert SECTION 32, TOWNSHIP 5S, R3W, S.B.M. yam° E r10 Call: TOLL FREE NOT TO SCALE 0 1-800-227-2600 w 0 TWO WORKING DAYS BEFORE YOU DIG V Q MS 3776 I P 990145 0- NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR THE AREA � 3750 University Avenue o/ NOTE: WITHIN THE RIGHT OF WAY ONLY. SEAL—COUNTY COUNTY OF RIVERSIDE SEAL—LANDSCAPE suite 175 BENCHMARK: TRACT N0. 28754 SHEET NO. j WORK CONTAINED WITHIN THESE PLANS TRANSPORTATION DEPARTMENT V^'—""� Riverside, CA 92501 COUNTY OF RIVERSIDE cn SHALL NOT COMMENCE UNTIL AN PROFESS/0, R �_ ENCROACHMENT PERMIT AND/OR A ��v�° a oT PPROVED BY: �� (909) 369-0700 SCHEDULE A = GRADING PERMIT HAS BEEN ISSUED. y Fax (909) 369-4039 LANDSCAPE PLANS o m � Z-� I'o ,. W w m slona u e o e-mail; comworkeOpe.net W THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR N0. 330-0 HA A. , P.E. DATE -•Z__� -y �bN 990521 TITLE SHEET OF 0 ILL ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. EXP. 6-30-02 33 EXP. 6-30-02 httP//www.pe.net/comworks JOB N0. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR `� CIV%\- ° e �� SHEETS DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE DATE BY MARK APPR DATE OF CAUL `P 9� PREPARED BY: R•L•A• NO. 21 10 SCALE: .� FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS REVISIONS FOR: W.O. COUNTY.9/8 U ll RECOMMENDED DATE �`� DJS/TIM 4/18/00 NOT TO SCALE FILE N0. G._ FOR APPROVAL BY THE COUNTY. ENGINEER COUNTY EXP. DATE W. L. HOMES, LLC R/W R/ 2 LA LADERA ROAD Z DESCRIPTION SUPPLIER DETAIL OPxROTTECT ICNON� PAVING INSTALL 6x6x16 SLUMP STONE BLOCK WALL DETAIL 'B' 2 LOCATE AT TOP OF SLOPE PER CIVIL PLANS THIS SHEET /v� ►A O INSTALL EN MONUMENT (CORNER 1) DETAIL 'C' / R\/W TRY < THIS SHEET m _ ® INSTALL ENTRY MONUMENT (CORNER 2) TDHIS SHEET / / DR►VE i O INSTALL REDWOOD HEADER DETAIL 'D' THIS SHEET MEADOW COOL NOTES •PROTECT IN PLACE ALL EXISTING UTILTTES CM.) 2 SEE CIVIL PLANS FOR EXACT LOCATION OF PERIMETER WALLS :\ S /- �/� OR►VE R/W �OPO F� 2 2 5 1 4 1 3 EQ. EQ. , / 2 R/w �O // I. bX8X1b PRECISION BLOCK, GROUT SOLID, BY 'AN6ELU5' ' 1 STUCCO FIN15H BY 'LA HABRA STUCCO' -or- APPROVED 9 / 7 SQUAT_ 01001)653-3544. COLOR TO BE X-86 'SANDSTONE' 04 ` 4 1 4 6 2. PARE- AST CONCRETE CAP APPROVED EQUAL. ATT�TO WALL BY �� p 1e' rYP. WITH 'FRANKLIN TITEBOND CONSTRUCTION ADHESIVE' 2 2 AVAILABLE FROM 'ORCO BLOCK 602 (40q)685-1521 f, Y GAP COLOR TO E,E G4 'GHOC.OLATE BROWN' o\ / 4 2 �-�� 13 3. 16X8XIb PRECISION BLOCK RING,GROUT SOLID, BY 'AN6EL.US' y --or- APPROVED EQUAL. STUCCO FINISH BY 'LA HABRA STUCCCO' -or- APPROVED EQUAL 01OG06533544. COLOR X-86 'SANDSTONE' (5A5E 200). SEE DETAIL 'D',THIS SHEET 4. PRECAST CONGRET•E PILASTER GAP G-A816PC BY j GIUIGKGRETE -or- APPROVED EQUAL13 010q) - -1-6248. ATTACH I TO WALL WITH 'FRANKLIN TITEBOND CONSTRUCTION ADHESIVE AVAILABLE FROM 'ORCO BLOCK CO.' (40c1)685-1521 �c GAP COLOR TO BE C.-4 'CHOCOLATE BROWN' 5. PRECAST CONCRETE 5iGN PER DETAIL 'A', THIS SHEET 6. 6X6XI6 PRECISION BLOCK BY 'AWAIA ' -or- APPROVED F -+'T* EQUAL. GROUT SOLID. COLOR TO BE 0600 '6ARDENA' 7. *4 REBAR a 240 O.G., ALTERNATE BENDS ` op� 1D 5. M4 REBAR CONTINUOUS q. FINISH GRADS Underground Service Alert s _ _ _ 610.11. ��T1 y ORE '' Call: TOLL FREE P o cc t\ R * AT 51GN, bx8xlb BLOCK UNITS AND 8x2x1b GAP UNITS 1-800-227-2600 35 SHALL BE USED (`TYP) * ATTACH SIGN TO WALL USING 3"-4' BOLT INSERTS IN 5167N 1 f r < OR PER MANUFACTURER'S SPECIFICATIONS P � TWO WORKING DAYS BEFORE YOU DIG A Monument Wall 7 8 2 1/2 10 16' 18' TYR le•(1YPJ 11 8 7 1 Or, 2 6' 3 ee• 7 ELM 4 4 3 I 1/r Imo. a a 6 �3y ram-+ 4 - 12' 1 5 1 324 16X8XIb PRECISION BLOCK RING,&ROUT'SOLID,BY 'AWA LL1' 12' 5' - 5• ' -or-APPROVED EQUAL. STUCCO FINISH BY LA HABRA 97Lr O' -or-APPROVED EQUAL(9O9)653-35441. COLOR X-66 36' SANDSTONE'(BASE 200). SEE DETAIL 'A',THIS SHEET CURVES OVER 4 RADW CURVES 4' RADIUS♦UNDER - 2. *4 ROAR AT APPOSING CORTER51 2 TOTAL 2' I. 6x6xl6 SLUMP 3. FINISH GRADE PER PLAN BLOCK'-or-APPROVED EQU L(I D04�244. 4. CONCRETE FOOTING -- w 5. gOAS COMPACTED 5t196RADE 2. *4 REBAR O 24' OZ.,ALTERNATE BENDS 6. (3)*4 REBAR EACH NAY 1. 2x4 REDWOOD (EXCEPT FOR TURNS dt 7, 2 EACH 1 x4 REDWOOD LAMINATE IN I 3. *4 REBAR CONTINUOUS T. *2 REBAR TIES a 16"O.G. ( ) 12" 4. FINISH GRADE 5. PRECAST CONCRETE PILASTER CAP Q-A516PG BY CURVES.) (2x12 IN VOLLEYBALL COURTS) CURVES OVER 4' RADIUS 10' 5. 40%COMPACTED SHADE GLIIC.KCRETE-or-APPROVED EQUAL(god!) T3T-6248.ATTACH 2. FINISH GRADE IN PLANTER AREA 8. (6) EACH 1/4x4 REDWOOD LAMINATE IN NOT TO SCALE 6. CONCRETE FOOTING TO HALL WITH 'FRANKLIN TITI BOND CONSTRUCTION ADHESIVE' (WHERE OCCURS) CURVES 4' RADIUS do UNDER i $ 1. 6x2x16 PRECISION BLOCK GAP BY 'ANGELUS-or- AVAILABLE FROM 'ORGO BLOCK CO.'MOA)685-1521 APPROVED EQUAL. ATTACH TO WALL WITH CAP COLOR TO BE C-4 'CHOCOLATE BROWN' 3. FINISH GRADE IN ASPHALT 'FRANKLIN TITEBOND GONSTRUCTION ADHESIVE' SURFACING, (WHERE OCCURS) - * AT SIGN,bx6xl6 BLOCK UNITS AND bx2xl6 GAP UNITS AVAILABLE FROM 'ORCO BLOCK CO.'(9O4)685-1521 *ATTACH PILA5T'B2(5) TO FREESTANDING WALL W/x4 REBAR 4. 45 DEGREE BEVELED EDGE ' SHALL BE USM(TYP) OR APPROVED EQUAL.GAP COLOR TO BE#600 '&ARDENA' \ * ATTACH SIGN TO WALL USING 3'--4'BOLT INSERTS IN SIGN 3 24 b. CAST IN PLACE CONCRETE SIGN BY GUIGKCRETE 5. UNDISTURBED NATIVE SOIL \\ 1 PRODUCTS OR APPROVED EQUAL M04)131-6240;FONT SHALL 6. 2x4x18 REDWOOD STAKES- POINTED, . .. ........ BE 'ITALIC'HITH 12"HIGH XI/2'DEEP PAINTED LETTERS SIGN TO RECEIVE FITZGERALD FORt-LINERS*16g25 AT 5' I�RVNS SPLICES, CORNERS dt HEATHERED PLANK FINISH OR APPROVED EQUAL (714)!941-6110. g. 8X6X16 3 5C.ORE STANDARD 51.111ofFrTONE BY 'ANGELUS' -or-APPROVED EGIUAL. COLOR TO BE 'FAWN'. VERTICAL NOTES: ACCENTS TO BE PLACED AT 50'O.G.AND AT ALL C+ANW:S OF DIRECTION ALL WOOD TO BE CONSTRUCTION GRADE REDWOOD p 10.6X6XI6 PRECISION BLOCK BY 'ANGELUS'-or-APPROVED HEADER STOCK TO BE IN LENGTHS OF 10' MIN. EQUAL. GROUT SOLID. COLOR TO BE*600 '6ARDE4A' NAIL HEADERS TO STAKES WITH (2) GALVANIZED NAILS. II. 'ANSbX4X16�5C�SOLID��A�T B�L USE SPLICE PLATES (1"x4"x24 ' AT ALL BUTT JOINTS, U WITH 1=RANKLIN TITEBOND CONSTRUCTION ADHESIVE' CENTERED ON THE JOINT do NAILED TO EACH HEADER AVAILABLE FROM 'ORGO BLOCK CO.'(gOcI* 5-1521 WITH (4) 1 OD GALVANIZED NAILS GAP COLOR TO BE 'FAIMI' I T B Block Wall + EntryMonumentICIPilaster D Redwood Header LLJ V) MS 3776 I P 990145 CL NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR THE AREA 3750 University Avenue o NOTE: WITHIN THE RIGHT OF WAY ONLY. SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-LANDSCAPE spit. ,75 BENCHMARK: TRACT NO. 28754 SHEET NO. j WORK CONTAINED WITHIN THESE PLANS TRANSPORTATION DEPARTMENT 'ap Riverside, CA 92501 COUNTY OF RIVERSIDE N SHALL NOT COMMENCE UNTIL AN QaOFEssio F J ° a o A ROVED BY: �ti' (909) 369-0700 J ENCROACHMENT PERMIT AND/OR A ��' T A, C 1 = GRADING PERMIT HAS BEEN ISSUED. Z S I Fax (909) 369-4039 M EN I FEE HILLS rn W �•+ m e-mail: comworksOpe.net Ld THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR NO. 33950 HA1 D A. 0 HM , DAT ~ o- ==-��jjj lali�i1N1 http://www.pe.not/comworm JOB NO. 990521 CONSTRUCTION PLAN/DETAILSFOF10 ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. EXP. 8-3\- E. 3395 6-30-02 SHEETS IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR C1V►► 2110 SCALE: DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE DATE BY MARK REVISIONS APPR. DATE 'rF OF CAIa � 9 ` PREPARED BY: R.L.A. N0. FOR: W.O. COUNTY �- / FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS ENGINEER COUNTY RECOMMENDED DATE �`L WGW/TIM EXP. DATE 4/18/00 N/A W. L. HOMES, LLC FILE NO.9/ J1 i L� FOR APPROVAL BY THE COUNTY �� Y j. �r / f � / rrr - - \ C) I ' 30 15" ,. R/W 33 1.5" 33 , E 41: EOUIPMENT LEGEND r / SYMBOL MANUFACTURER/MODEL # SIZE DETAIL NOTES / - M❑ IRRIGATION WATER METER 1" N/A / © RAINBIRD ESP—MC SERIES AUTOMATIC CONTROLLER 18 STA. 'C', L-4 (1) STRONGBOX 1 /4" L FEBCO 825Y REDUCED PRESSURE BACKFLOW IN A 1 D , —4 / B VANDAL RESISTANT SBBC-45AL ENCLOSURE / ® GRISWOLD 22-65 MASTER VALVE 1 1/4" 'E', L-4 HAMMOND 8501 SERIES BRONZE BALL VALVE LINE SIZE 'F', L-4 RAINBIRD #33DLRC SERIES QUICK COUPLING VALVE ® 100' O.C. TYP. 3/4" 'G', L-4 RAINBIRD PEB SERIES ELECTRIC CONTROL VALVE PLAN SIZE H , L-4 I39 2' IRRIGATION MAIAIDLILE: S SCH. 4018" MIN. C OV 1R 2„ AND MO CLS RE ( 4" MIN. COVER) PLAN SIZE 'J', L-4 CLASS 200 PVC NON—PRESSURE LATERAL LINE — 12" MIN. COVER PLAN SIZE 'J', L-4 — — — — — — SCH 40 PVC IRRIGATION PIPE / WIRE SLEEVE — 18" MIN. COVER SEE CHART L-4 NOT SHOWN OF RATED CONTROL WIRE, 12 GA COMMON, 14 GA PILOT 12/14 GA 'K', L-4 1. Coordinate with electrical contractor to supply power to the controller. 2. See sheet L-8 for irrigation notes. SPRINKLER LEGEND FLOW � SYMBOL MANUFACTURER/MODEL # NOZZLE RAD. PSI Q T H F van DETAIL NOTES ` �?� NOTE:-- NOEMATIC WORK OUTSIDE R W Y �- SHRUB HF-POP SPRAY FEARS ® RAINBIRD 1812—SAM—PRS-8 Q/H/Van 7'-8' 30 0.26 0.52 Val 'A', L-4 e RAINBIRD 1812—SAM—PRS-10 Q/H/Van 9'-10' 30 0.39 0.79 Val 'A', L-4 TURF POP-UP SPRAY I-EADS ` Eh ® � RAINBIRD 1804—SAM—PRS-8 Q/H/Van 7'-8' 30 0.26 0.52 Val 'B', L-4 6 RAINBIRD 1804—SAM—PRS-10 H 9'-10' 30 0.79 'B', L-4 37 2' 2 PIPE SIZING CHART SCH 40 PVC SLEEVING CHART Underground Service Alert 3/4" PIPE 1 1/4" SLEEVE 1-4 WIRES 1/2" PIPE 1" PIPE 1 1 2" SLEEVE 5-10 WIRES 3/4" PIPE f� • 31 2 / Call. TOLL FREE /4" PI 2" SLEEVE 1" PIPE 1 1 PE E 11 20 WIRES PE 1 1/2" PIPE - 2 1/2" SLEEVE 21-30 WIRES 1 1/4" PIPE 1-800 2„ PIPE PIPE 3" SLEEVE 31-40 WIRES 1 1/2" PIPE 2 1/3" PIPE 4„ SLEEVE 41-60 WIRES 2" PIPE 227-2600 4" PIPE 6 SLEEVE 61 99 WIRES 2 1/2"/3- PIPE 6" PIPE 8" SLEEVE 100+ WIRES 4" PIPE TWO W�OWNG DAYS BEFORE YbU DIG �!/ 8" PI 10" SLEEVE 6" PI ., - PE EEVE N/A PE � 1 �. 41 2 CLASS 200 SCHEDULE 40 STATION * / o PIPE SIZING CHART PIPE SIZING CHART CONTROLLER 1 -9 GPM 3/4" PIPE 1 -7 GPM 3/4" PIPE 10-15 GPM 1" PIPE 8-12 GPM 1" PIPE 16-25 GPM 1 1/4" PIPE 13-20 GPM 1 1/4" PIPE VALVE 26-35 GPM 1 1/2" PIPE 21-28 GPM 1 1/2" PIPE (GPM) SIZE 36-50 GPM 2" PIPE 29-45 GPM 2" PIPE 51-75 GPM 2 1/2" PIPE 46-65 GPM 2 1/2" PIPE 76-120 GPM 3" PIPE 66-100 GPM 3" PIPE R 121-190 GPM 4" PIPE 101-180 GPM 4" PIPE 35 �t N, lc� In „ , - I f I _ MS 3776 IP 990145 % NOTE: NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR THE AREA SEAL—LANDSCAPE 3750 University Avenue TRACT NO 28754 WITHIN THE RIGHT OF WAY ONLY. SEAL—COUNTY COUNTY OF RIVERSIDE BENCHMARK: SHEET NO. 01 �+,, Suite 175 j WORK CONTAINED WITHIN THESE PLANS TRANSPORTATION DEPARTMENT V'_"'� Riverside, CA 92W1 COUNTY OF RIVERSIDE to SHALL NOT COMMENCE UNTIL AN QROFr:ssi F ENCROACHMENT PERMIT AND/OR A ° a 0 ! PROVED BY: ��'�• �� (909) 3e9-0700 = GRADING PERMIT HAS BEEN ISSUED. y � � � Fax (909) Sea-4o39 L w W 4 z'¢ .- a—mall: comworkeOpe.net M E N I F E E HILLS THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR N0. 33950 D A. T AN, P.E. DATE +r _ ure i 990521 ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. 6—�-oz R.C.E. 3395 EXP. 6-30-02 t� `� eG° Qhftp:// •w•net/ ,won<. JOB N0. IRRIGATION PLAN FF 1 O SHEETS W IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR �qr Cl �r A9 ` PREPARED BY: 2110 SCALE: � DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE DATE BY MARK APPR DATE F cAUFo�' ' R.L.A. N0. FOR: W.O. COUNTY / FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS ENGINEER REVISIONS COUNTY RECOMMENDED DATE TY/TIM EXP. DATE 4/18/OO N�A W. L. HOMES, LLC FILE NO.9/49 go LL FOR APPROVAL BY THE COUNTYI — � wini"inn �innurnii / C) b r' R W . 4_ ! 33 1.5 r . l 33 / S o : / ti ��. } 000E UIPMEW LEGEND / <\- w / SYMBOL MANUFACTURER/MODEL # SIZE DETAIL NOTES ❑M IRRIGATION WATER METER 1" N/A /01 400e =4' © RAINBIRD ESP—MC SERIES AUTOMATIC CONTROLLER 18 STA. 'C', L-4 (1) FEBCO 825Y REDUCED PRESSURE BACKFLOW IN A STRONGBOX VANDAL RESISTANT SBBC-45AL ENCLOSURE GRISWOLD 22-65 MASTER VALVE 1 1/4" 'E', L-4 / H HAMMOND 8501 SERIES BRONZE BALL VALVE LINE SIZE 'F', L-4 0 RAINBIRD #33DLRC SERIES QUICK COUPLING VALVE ® 100' O.C. TYP. 3/4" 'G', L-4 4 _ RAINBIRD PEB SERIES ELECTRIC CONTROL VALVE PLAN SIZE 'H', L-4 I �* IRRIGATION��MAINLINE: SCH. 40 (18" MIN. COVER N CLS 315 (24" MIN. COVER) PLAN SIZE 'J', L-4 2 AND LESS: SCH. 40 2 1 2 AND MORE: CLS. 315 CLASS 200 PVC NON—PRESSURE LATERAL LINE — 12" MIN. COVER PLAN SIZE 'J', L-4 SCH 40 PVC IRRIGATION PIPE / WIRE SLEEVE — 18" MIN. COVER SEE CHART 'I', L-4 3 NOT SHOWN OF RATED CONTROL WIRE, 12 GA COMMON, 14 GA PILOT 12/14 GA 'K', L-4 tees.. _ 1. Coordinate with electrical contractor to supply power to the controller. 2. See sheet L-8 for irrigation notes. SPRINKLER LEGEND SYMBOL MANUFACTURER/MODEL # NOZZLE RAD DETAIL NOTE ROW(OPM) ,NOTE:, SCHEMATIC DIAGRAM ONLY Q T H F Van S 3FHUB HFf0F SPRAY LEADS ' NO WORK OUTSIDE R/W rr y'M • —. sees.. .—. __. . I °p ® � RAINBIRD 1812 SAM PRS 8 Q/H/Van 30 0.26 0.52 Var —4 9 RAINBIRD 1812—SAM—PRS-10 Q/H/Van 9'-10' 30 0.39 0.79 Var 'A', L-4 TURF POP-UP SPRAY FEADS ® RAINBIRD 1804—SAM—PRS-8 Q/H/Van 7'-8' 30 0.26 0.52 Var 'B', L-4 A- -v{ 6 RAINBIRD 1804—SAM—PRS-10 H 9'-10' 30 0.79 'B', L-4 37 2' PIPE SIZING CHART SCH 40 PVC SLEEVING CHART . d Service Alert • - Underground ergr _. ._ 3/4" PIPE 1 1/4" SLEEVE 1-4 WIRES 1/2" PIPE 31 2' 1" PIPE 1 1 2" SLEEVE 5-10 WIRES 3/4" PIPE r� / Call. TOLL FREE 1 4" PIPE 2" SLEEVE — 1" PIP - 1 1/2" PIPE „ E 1 1 20 WIRES " E - 2 1/2 SLEEVE 21-30 WIRES 1 1/4 PIPE 1-800 2„ PIPE 3" SLEEVE 31-40 WIRES 1 1/2" PIPE 2 1/2„ PIPE 4" SLEEVE 41-60 WIRES 2" PIPE 227-2600 tie ` 3 PIPE 4" PIPE 6" SLEEVE 61-99 WIRES 2 1/2"/3" PIPE 6" PI 8" SLEEVE ES 4" PI `- PE EEVE + W PE 'ryylp WORKING DAYS BEFORE YOU DIG \ \ 100 WIRES 8" PIPE 10" SLEEVE N/A 6" PIPE 1 O - r o CLASS 200 SCHEDULE 40 STATION # / PIPE SIZING CHART PIPE SIZING CHART CONTROLLER - 1-9 GPM 3/4" PIPE 1-7 GPM 3/4' PIPE I 10-15 GPM 1" PIPE 8-12 GPM 1" PIPE 16-25 GPM 1 1/4" PIPE 13-20 GPM 1 1/4" PIPE VALE 26-35 GPM 1 1/2" PIPE 21-28 GPM 1 1/2" PIPE (QA) SUE 36-50 GPM 2" PIPE 29-45 GPM 2" PIPE 51-75 GPM 2 1/2" PIPE 46-65 GPM 2 1/2" PIPE 76-120 GPM 3" PIPE 66-100 GPM 3" PIPE 121-190 GPM 4" PIPE 101-180 GPM 4" PIPE 35 ,t 0 WVw, Q MS 3776 IP 990145 a NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR THE AREA SEAL—LANDSCAPE 3750 University Avenue BENCHMARK: TRACT NO. 28754 SHEET NO. v/ NOTE: WITHIN THE RIGHT OF WAY ONLY. SEAL—COUNTY COUNTY OF RIVERSIDE Suits 175 j WORK CONTAINED WITHIN THESE PLANS TRANSPORTATION DEPARTMENT 'S Riverside, CA 92WI COUNTY OF RIVERSIDE SHALL NOT COMMENCE UNTIL AN P�Eso� F J ° a PROVED BY: ti• (909) 369-0700 �� ENCROACHMENT PERMIT AND/OR A ��, F L � Fax (909) 3E9-4039 = GRADING PERMIT HAS BEEN ISSUED. �; ' A 4 L�• M EN I FEE HILLS `W "� _ urs O �`�' e—mail: comworkeOps.net Li THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR NO. 33950 D A. T AN, P.E. DATE �j �� (,o ~ http://www.pe.n*t/owwofts JOB N0. 990521 IRRIGATION PLAN OF � O SHEETS ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. EXP. ti-30-02 R.C.E. 3395 EXP. 6-30-02 — ate Li J27 W IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR �r CIV1l- �� '9 �►� PREPARED BY: 21 10 SCALE: DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE DATE BY MARK APPR DATE f CAUFOf� R.L.A. NO. FOR: W.O. COUNTY / FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS REVISIONS RECOMMENDED DATE '\ TY/TIM EXP. DATE 4 18/00 N/A FILE NO.9/48 • it lL FOR APPROVAL BY THE COUNTY. ENGINEER COUNTY W. L. HOMES, LLC r EQUIPMENT I LEND SYMBOL MANUFACTURER/MODEL # SIZE DETAIL NOTES ICI IRRIGATION WATER METER 1" N/A © RAINBIRD ESP—MC SERIES AUTOMATIC CONTROLLER 18 STA. 'C', L-4 t�, 1 8 FEBCO 825Y REDUCED PRESSURE BACKFLOW IN A STRONGBOX 1 1/4" 'D', L-4 �'� %�/ .�"� VANDAL RESISTANT SBBC-45AL ENCLOSURE / /- .i !• 00000 t ® GRISWOLD 22-65 MASTER VALVE 1 1/4" 'E', L-4 ;%' 0� ' , � f H HAMMOND 8501 SERIES BRONZE BALL VALVE LINE SIZE '17% L-4 �' ; f'�: ,'/ fi 40000,11001, f 0 RAINBIRD #33DLRC SERIES QUICK COUPLING VALVE ® 100' O.C. TYP. 3/4" 'G', L-4 a `\ ! / / i i' i ,ii / 1 1 RAINBIRD PEB SERIES ELECTRIC CONTROL VALVE — " PLAN SIZE 'H', L-4 ' � - / 0000, \• i �\` IRRIGATION"MAINLINE: SCH. 40 (18 MIN. COVER) " CLS 315 (24 MIN. COVER) PLAN SIZE 'J', L-4 / / / / ! f f J i i / i .�i` 00001, f 2 AND LESS: SCH. 40 2 1 2 AND MORE: CLS. 315 `• � . i f f \ r f \ CLASS 200 PVC NON—PRESSURE LATERAL LINE — 12" MIN. COVER PLAN SIZE' Jr, L-4 ' j ! i i" f / ,k, 10000, SCH 40 PVC IRRIGATION PIPE / WIRE SLEEVE — 18 MIN. COVER SEE CHART I , L-4 i NOT SHOWN OF RATED CONTROL WIRE, 12 GA COMMON, 14 GA PILOT 12/14 GA 'K', L-4 / ii i f. / \• r r � _ f 1. Coordinate with electrical contractor to supply power to the controller. 2. See sheet L-8 for irrigation notes. SPRWLER LEGEND FLOW(C1PItA) SYMBOL MANUFACTURER/MODEL # NOZZLE MD. PSI Q T H F van DETAIL NOTES SI-FiUB H-20P SPRAY HEADS / . 4 ® RAINBIRD 1812—SAM—PRS-8 Q/H/Van 7 —8 30 0.26 0.52 Var 'A', L-4 ! -' e / e RAINBIRD 1812—SAM—PRS-10 Q/H/Van 9'-10' 30 0.39 0.79 Var 'A', L-4 k �.. TURF POP-UP SPRAY HEADS Ih ® 11 RAINBIRD 1804—SAM—PRS-8 Q/H/Van 7'-8' 30 0.26 0.52 Var 'B', L-4 'i! ,./ t 10t r g RAINBIRD 1804—SAM—PRS-10 H 9'-10' 30 0.79 'B', L-4 \ r \ i /R/W PIPE SIZING CHART SCH 40 PVC SLEEVING CHART : ! = , ! Underground Service Alert , / 9 I 3/4M PIPE 1 1/4" SLEEVE 1-4 WIRES 1/2" PIPE _ 1 PIPE 1"1/2" SLEEVE 5-10 WIRES 3/4M PIPE d�'E ��C Call: TOLL FREE , ' / ii 1 1/4M PIPE 2 SLEEVE 11-20 WIRES 1 PIPE i0 / r,: i\ 2 1,5 Ili 1 1/2" PIPE 2 1/2" SLEEVE 21-30 WIRES 1 1/4" PIPE M 2 PIPE 3" SLEEVE 31-40 WIRES 1 1/2" PIPE 1-800 2 1 2" PIPE 4" SLEEVE 41-60 WIRES 2" PIPE 227-26Q0 17 1w 3" PIPE 6" SLEEVE 61-99 WIRES 2 1/2"/3" PIPE \ ,' ' 0/ ° \\ /" 4 PIPE 6" PIPE 8" SLEEVE 100+ WIRES 4' PIPE TWO CORKING �� BEFORE YOU ! 8" PIPE 10" SLEEVE N/A 6" PIPE / r I' !f CLASS 200 SCHEDULE 40 / STATION # / .____. � .- � . . ___ .__ -- _..-- .-_�--- - ------------ , PIPE SIZING CHART PIPE SIZING CHART CONTROLLER / n 1 -9 GPM 3/4" PIPE 1-7 GPM 3/4" PIPE 10-15 GPM 1" PIPE 8-12 GPM 1" PIPE x t/ ,f /xTrj 16-25 GPM 1 1/4„ PIPE 13-20 GPM 1 1/4�� PIPE IFLOW� � VALVE '/ ' / \ `T`'I \ / i 26-35 GPM 1 1/2 PIPE 21-28 GPM 1 1/2 PIPE ,; 36-50 GPM 2" PIPE 29-45 GPM 2" PIPE 1 / / OV ` 51-75 GPM 2 1/2" PIPE 46-65 GPM 2 1/2" PIPE / ' X / / ' 76-120 GPM 3" PIPE 66-100 GPM 3" PIPE � ' ' / I % �_ \ r i 121-190 GPM 4 PIPE 101-180 GPM 4 PIPE /r'/ .j r, / / ./ ,. - _#� r .O.C..P RN MUNICIPAL WA_TM-DWTRtCT STANDARDS !' / \/ E00000 /,/ \ NEW, .t� R.-1� TO BE SET WITH N REDUCED PRESSURE BI�C *PREVENTER. �Y J 15. .0/LOCATED IN HGL LE VELj-1'627' / - r,y WILL PROVIDE APPROXIMATELY 96.125 PSI �1111TH A METER ELEVATIO '6F 1410' / _ - ` '\ i ' MAX SYS Tm__ L(3W IS- GPM. \ / ' / ' 40000 / / / ' - / \7 f is t o � f , a / 30 ,y.5' \ w �j� ' ` !' .-'' j`' MS 3776 IP 990145 is 2 NOTE: NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR THE AREA 3750 Unt"rok Avenue WITHIN THE RIGHT OF WAY ONLY. SEAL—COUNTY COUNTY OF RIVERSIDE SEAL—LANDSCAPE �� 173 BENCHMARK: TRACT NO. 28754 SHEET No. j WORK CONTAINED WITHIN THESE PLANS Ems, TRANSPORTATION DEPARTMENT �'°F RWr*Wo, CA 92501 COUNTY OF RIVERSIDE SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A h�4�° or�Y'� ROVED BY: �. { > Seta-o7oo 2 �i W Fax 900 3N-403o L -2 GRADING PERMIT HAS BEEN ISSUED. �; � � �[ / — _ � ' M EN I FEE HILLS L►J TA I-� �, o e-mall: mmw Im".rnt Uj THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR NO. 33ta60 A HA A. 0 N, P.E. DATE _ � : www. awt c—woiite 990521 ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. �' � %- R. .E. 339 XP. 6-30-02 ► v�� w JOB N0. IRRIGATION PLAN OF1 0 IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR CIV1� �► � SHEETS DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE DATE BY MARK APPR DATE ''FC. CALI '� '9� PREPARED BY: R.L.A. N0. 21 10 SCALE: FOR: W.O. COUNTY / FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS ENGINEER REVISIONS COUNTY RECOMMENDED DATE � �'`�� TY/TIM EXP. DATE 4/18/00 N/A W. L. HOMES, LLC FILE N0. � L� FOR APPROVAL BY THE COUNTY. i .T _ i , ~ , ~ J r �Y / VA- rom - _ - -- - �,- SWOOP ,t so _ -00000 00-01 000 43 2 0 � i ; I as000000 ` R W % � r y - , ..r00 / I33 I`i Y000, s' 12 jWRFOCLER L 42 2�+✓ ;, S� MoL MANUFACTURE,R� !_ NOZZ - RAD. S PLOW DETAL goT ES I ; Q H F Van 1000, H-POP SPRAY HEADS t ` t I 0000, 0001, • j RAIN"b 1812-SAM-PRS-8 ! Q/H/Van 7'-8' 30 0,2Fs-- j 0.52 Var 'A', L-4.0000 ' 4 9 g "INBIRD 1812-SAM-PRS-10 t ' Q/H/Van 9'-10' --36 0.39 0.79 Var 'A', L-4 /0 TURP'tPOP-IPRAY HEADS 7 - RAINBIRD 1804- -PRS-8 ~ "-�TP7; ; 7'-�8`- `"' 0.26 0.5 1 _ - B RAINBIRD 18Q4,-SA#=-PRS-10_ - - , i 9'-10� 3II --- 0.79 'Ell,' ', L-4 -` _. NT LC-GENQ. - ,1000 y _ SY MANUFACTURER/MODEL L..- - slzE', QETAIL >�IbT S PIPE 3tZl CHART SCH 0 PVC SLEEVING 'CHART � .�. Service Alert -- Y 3/4" PIPE 1 1 e SLEEVE 1 4 WIRES 1 2" PIP i - / LT-iIRRIGATION WATER METER 1" N/A . "- 1/1 p PIPE 1�1/2" SLEEVE 5-10 WIRES 3/4" PIPE Call: TOLL FREE _� 4 PIPE 2° SLEEVE - 1" PIPEago 1 E 11 20 WIRES RAINBIRD ESP-MC SERIES AUTOMATIC CONTROLLER �_,.. 18 STB�--- L-4 (1) 1 1/2" PIPE 2 1/2" SLEEVE 21-30 WIRES 1 1/4" PIPE r 1-800 _" r.. 2" PIPE 3" SLEEVE 31-40 WIRES 1 1/2" PIPE FEBCO 825Y REDUCED PRESSURE BACKFLOW I .A_STRONGBQX %'' M VANDAL RESISTANT SBBC-45AL ENCLOSURE-, " "- 1 1/4"- 'D', L-4 2 1/2 PIPE 4" SLEEVE 41-60 WIRES 2" PIPE 227-2600 3" PIPE » » ® f�RISWOLD 22-65 MASTER VALVE -'f/4" 'E', L-4 4" PIPE 6 SLEEVE 61-99 WIRES 2 1/2 /3 PIPE 1 8" SLEEVE 100+ WIRES 4" PIPE �1 ►/ HAMMOND 8501 SER1E's""BRON2� `GALL VALVE -' ` LINE 6" PIPE WORKING pyt,� gffp YOU p� . ,' NE SIZE 'F', L-4 8" PIPE 10" SLEEVE N/A 6" PIPE \ 42 n„ 0 RAIP}SIRQ-#33DLR0 SERIES QI�JG� COUPLING VALVE 0 100' O.C. TYP. 3/4" 'G', L-4 2 G - " "UNBIRD PEB SERIES ELECTRIC CONTROL VALVE PLAN SIZE 'H', L-4 CLASS 200 SCHEDULE 40 STATION # ommoopoommomIRRIGATL%4',MAINLINE: SCHF. 40 (18" MIN. COVER CLS 315 (24" MIN. COVER) PLAN SIZE 'J', L-4 PIPE SIZING CHART PIPE SIZING CHART CONTROLLER 2 AND LESS: SCH. 40 2 1>2 AND MORE: CLS. 31'1 CLASS 200 PVC NON-PRESSURE LATERAL LINE - 12" MIN. COVER PLAN SIZE 'J', L-4 1-9 GPM 3/4" PIPE 1-7 GPM 3/4" PIPE 10-15 GPM 1" PIPE 8-12 GPM 1 " PIPE SCH 40 PVC IRRIGATION PIPE / WIRE SLEEVE - 18" MIN. COVER SEE CHART 'I', L-4 16-25 GPM 1 1/4„ PIPE 13-20 GPM 1 1/4" PIPE ROW VALVE 26-35 GPM 1 1/2 PIPE 21-28 GPM 1 1/2 PIPE (am) 99E NOT SHOWN-7 OF RATED CONTROL WIRE, 12 GA COMMON, 14 GA PILOT 12/14 GA 'K', L-4 36-50 GPM 2" PIPE 29-45 GPM 2" PIPE -- 51 -75 GPM 2 1/2" PIPE 46-65 GPM 2 1 2 PIPE 1 r Cnnrd'ua�te witty-Olectl' al contractor to supply power to` he controller. 76-120 GPM- 3" PIPE 66-100 GPM 3" PIPE PP Y P _. - t -- - - 2. See sheet L-8 for irr4qtion notes. 121-190 GPM` 4" PIPE 101-180 GPM 4" PIPE _ _--_ ._ __•• ' _ v R W _.. _ r\ A LA A D IV, `' -3 3- LR /-W - _ _ -3- 3 , • r _.. I , r -__--- 1 A' " I _ - . .... 47 A 1 , �" ` . %r 14 43 L ,MS 3776 IP 990145 !/ NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR THE AREA 3750 UnMwelly Awnw WITHIN THE RIGHT OF WAY ONLY. SEAL—COUNTY COUNTY OF RIVERSIDE SEAL-LANDSCAPE Suke 175 BENCHMARK: TRACT NO. 28754 SHEET NO. HIN THESE PLANS ESS, TRANSPORTATION DEPARTMENT �� mod., CA 92501 COUNTY OF RIVERSIDE I T AND/OR E UNTIL N A ��° A. 0 '� AP OVED BY: 1• (909) 3e9-0700 y Fax 909 MS-40M L 3 BEEN ISSUED. r -� ( � M EN I FEE HILLS r+i � e—moll: cornworluOpe.nst �E PLANS IS RESPONSIBLE FOR W. M50 HA A. M , P.E. DATE IUKI 990521 'TABILITY OF THE DESIGN HEREON. ' e-30-02 R. .E. 3395 P. 6-30-02 hctp://www.pe.net/comworla JOB N0. IRRIGATION PLAN OF1 0 SHEETS ISING AFTER COUNTY APPROVAL OR `� CIV1� �� ENGINEER SHALL BE RESPONSIBLE DATE BY MARK APPR DATE 'TF N� PREPARED BY: 21 10 SCALE: REVISIONS Or CAOU �� R.L.A. NO. FOR: W.O. COUNTY — )LUTION AND REVISING THE PLANS CAL TY TIM N A FILE N0.�� ENGINEER COUNTY RECOMMENDED DATE � EXP. DATE 4/18/00 � W. L. HOMES, LLC Y. i , r` -- 43 2� , I R W .01101 / 3 3 .000 12 0000 SPRINKLER LEGEND f / r 42 2 SYMBOL MANUFACTURER/MODEL`4 NOZZLE RAD. PSI FLOW� � DETAIL *TES k1 Q T H / SMRUB HI-POP SPRAY HEADS / ® RAINBIRD' 1812-SAM-PRS-8 Q/H/Van 7'-8' 30 0. 6 0.52 Var 'A', L-4 / 6 RAINBIRD 1812-SAM-PRS-10 Q/H/Van 9'-10', 30 0.39 0.79 Var 'A', L-4 I /Q/ TURF'POP-UP SPRAY HEADS / RAINBIRD 1804-SAW-PRS-8 Q/H/Vt�n 7'-�g' 0.26 0.52� Var $ ::: -4 = ._. / RAINBIRD 1804-SAW -10- H 9'-10� 'B', L-4 , .30 - 0000, E3 .. .0.79 / � \ / EOUIPMENT LEGEND \ / / SYMBOL MANUFACTURER/MODEL SIZE DETAIL NOTES PIPE-SIZING CHART SCH 40 PVC SLEEVING CHART Underground Service Alert 3/4" PIPE 1 1/4" SLEEVE 1-4 WIRES 1/2" PIPE Z / IRRIGATION WATER METER 1" N/A 1" PIPE 1 1/2" SLEEVE 5-10 WIRES 3/4" PIPE rQi Call: TOLL FREE \ � 1 1/4" PIPE 2" SLEEVE 11-20 WIRES 1" PIPE o �� RAINBIRD ESP-MC SERIES AUTOMATIC CONTROLLER 18 STA. �O', L-4 (1) 1 1/2" PIPE " PIPE / 2y PIPE 3" 1S SLEEVE SLEEVE 31-40 WIRES 1 1/2" PPE 1-800 \ 8 FEBCO 825Y REDUCED PRESSURE BACKFLGW IN A STRONGBOX 1 1/4 D , L-4 2 1/2 PIPE n VANDAL RESISTANT SBBC-45AL ENCLOSURE 4 SLEEVE 41-60 WIRES 2 PIPE 227-2600 3" PIPE 6" SLEEVE 61-99 WIRES 2 1/2"/3" PIPE GRISWOLD 22-65 MASTER VALVE 1 1/4" 'E', L-4 4" PIPE „ „ ® 6" PIPE 8 SLEEVE 100+ WIRES 4 PIPE TWO WORKING DAYS BEFORE YOU DIG HAMMOND 8501 SERIES BRONZE BALL VALVE LINE SIZE 'F', L-4 8" PIPE 10" SLEEVE N/A 6" PIPE 0000"/ �� \ ^n n„ 0 RAINBIRD #33DLR.0 SERIES QUICK COUPLING VALVE ® 100' O.C. TYP. 3/4" 'G', L-4 /0 RAINBIRD PEB SERIES ELECTRIC CONTROL VALVE PLAN SIZE 'H', L-4 CLASS 200 SCHEDULE 40 STATION #00, / \ �� IRRIGATION„ MAINLINE: SCH. 40 (18" MIN. COVER CLS 315 (24" MIN.�COVER) PLAN SIZE 'J', L-4 PIPE SIZING CHART PIPE SIZING CHART CONTROLLER 2 AND LESS: SCH. 40 2 1>2 AND MORE: GLS. 31„ CLASS 200 PVC NON-PRESSURE LATERAL LINE - 12" MIN. COVER PLAN SIZE 'J', L-4 1-9 GPM 3/1" PIPE 1 12 GPM 3/1 " PIPE 10-15 GPM 1" PIPE 8-12 GPM 1 " PIPE 16-25 GPM 1 1/4" PIPE 13-20 GPM 1 1/4" PIPE FLOW VALVE SCH 40 PVC IRRIGATION PIPE / WIRE SLEEVE - 18" MIN. COVER SEE CHART 'I', L-4 26-35 GPM 1 1/2" PIPE 21-28 GPM 1 1/2" PIPE (�) S� NOT SHOWN OF RATED CONTROL WIRE, 12 GA COMMON, 14 GA PILOT 12/14 GA 'K', L-4 36-50 GPM 2" PIPE 29-45 GPM 2" PIPE 51 -75 GPM 2 1/2" PIPE 46-65 GPM 21/2" PIPE 1. Coordinate with electrical contractor to supply power to the controller. 76-120 GPM 3" PIPE 66-100 GPM 3" PIPE PP Y . .... ... -.. 2. See sheet L-8 for irrigation notes. 121-190 GPM 4" PIPE- 101 -180 GPM 4" PIPE Now OAD LAI' LADE . 33 R / W _ t � I r - 33 15- - 0000x000000000 _ .� 43 _ _ - 14aN - .�� j F ill 43 2n r`' I , _ E w CMS 3776 IP 990145 ll NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR THE AREA 3750 University Avenue o NOTE: WITHIN THE RIGHT of wAY ONLY. SEAL—COUNTY COUNTY OF RIVERSIDE SEAL—LANDSCAPE suite ,75 BENCHMARK: TRACT NO. 28754 SHEET WORK CONTAINED WITHIN THESE PLANS TRANSPORTATION DEPARTMENT -a� Riverside, CA 92501 COUNTY OF RIVERSIDE � SHALL NOT COMMENCE UNTIL AN QROFEssiO'w R I �° �o A. oT AP ROVED BY: � ti• 49 (909) 369-0700 ENCROACHMENT PERMIT AND/OR A - C� = GRADING PERMIT HAS BEEN ISSUED. co Fox (909) 369-4039 7 MENIFEE HILLS LIJ w m " e—mail: comworksOpe.net W THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR a NO. 33950 A HA A. M , P.E. DATE ~ ��° a � '� IilKlial� JOB N0. 990521 IRRIGATION PLAN ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. EXP. 5-30-02 —r/ l/CJ http://-m.pe.not/comworke w IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR `1,�1 CIVIL \r R. E. 3395 P. 6-30-02 �'�,9 ' �,�� PREPARED BY: 21 10 SCALE: GF DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE DATE BY MARK APPR DATE f �' R.L.A. NO. FOR: W.O. COUNTY REVISIONS ` c''�`� A� q/ ..� FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS ENGINEER COUNTY RECOMMENDED DATE �� TY/TIM EXP. DATE 4/18/00 N��` W. L. HOMES, LLC FILE N0. Li FOR APPROVAL BY THE COUNTY. - i j J / i .. P-_-. .._ ., ter►' _.�`�. _.,-... kII -ia . . - 43 2A � oo R W 3 , .� .0 2 �. SPRINKLER LEQE_M r „ r / 42 2 SYMBOL MANUFACTURER/MODEL,# NOZZLE " RAD. PSI FFLow� � DETAIL DOTES / / Q T H F Van / SHRUB HI-POP SPRAY HEADS ® RAINBIRD 1812-SAM-PRS-8 Q/H/Van 7'-B' 30 0. 6 0.52 Var 'A', Ill / 9 RAINBIRD 1812-SAM-PRS-10 Q/H/Van 91-10'. 30 0.39 t, 0.79 Var 'A', Ill ..0000 loop TURF POP-UP$PRAY HEADS / Eh 1 9111 RAINBIRD 1804-SAM(-PRS-8 -Q/H/Vtm T�6,_ 3�6 0.26 0.52 Val / g RAINBIRD 18047-SAhI=PRS-10 ._ . H 9'-10fy._3f)_ 0.79 'B', L-4 .0000 -- - 010*1 EQUIPMENT LEGEND 0 / SYMBOL MANUFACTURER/MODEL # SIZE DETAIL NOTES PIPE SIZING CHART SCH 4�0 PVC SLEEVING 'CHART / Underground Service Alert ` 3/4" PIPE 1 1/4" SLEEVE 1-4 WIRES 1/2" PIPE \ / 0000, IRRIGATION WATER METER " 1 .. N/A i1" PIPE 1 1/2" SLEEVE 5-10 WIRES 3/4" PIPE $0-0* rq'i Call; TOLL FREE RAINBIRD ESP-MC SERIES AUTOMATIC CONTROLLER 18 STA." 'E 1 1/4" PIPE 2" SLEEVE 1 1-20 WIRES 1" PIPE ", L-4 (1) 1 1/2" PIPE 2 1/2" SLEEVE 21-30 WIRES 1 1/4" PIPE 1-800 / FEBCO 825Y REDUCED PRESSURE BACKFLOW IN A STRONGBOX 2 PIPE 3" SLEEVE 31-40 WIRES 1 1/2" PIPE \ 1 B VANDAL RESISTANT SBBC-45AL ENCLOSURE 1 1/4" D', L-4 2 1/2" PIPE 4" SLEEVE 41-60 WIRES 2" PIPE " 227-2600 3 PIPE ® GRISWOLD 22-65 MASTER VALVE 1 1/4" 'E', L-4 3E 4" PIPE 6" SLEEVE 61-99 WIRES 2 1/2"/3" PIPE 6" PIPE 8" SLEEVE 100+ WIRES 4" PIPE TWO WORKING DAYS BEFORE YOU DIG / \ H HAMMOND 8501 SERIES BRONZE BALL VALVE LINE SIZE 'F', L-4 8" PIPE 10" SLEEVE N/A 6" PIPE 0 RAINBIRD #53DLRC SERIES QUICK COUPLING VALVE 0 100' O.C. TYP. 3/4" 'G', L-4 � 42 2 t9 RAINBIRD PEB SERFS ELECTRIC CONTROL VALVE PLAN SIZE 'H', L-4 CLASS 200 SCHEDULE 40 STATION # / IRRIGATION" MAINLINE: SON. 40 (18" MIN. COVER CLS 315 (24" MIN. COVER) PLAN SIZE 'J', L-4 PIPE SIZING CHART PIPE SIZING CHART CONTROLLER 2 AND LESS: SCH. 40 2 1>2' AND MORE: GLS. 31., CLASS 200 PVC NON-PRESSURE LATERAL LINE - 12" MIN. COVER PLAN SIZE 'J', L-4 10-15 GPM 1 1-9 GPM 3/1 " PIPE 1 GPM 3/1 " PIPE " PIPE 8-1122 GPM 1 " PIPE SCH 40 PVC IRRIGATION PIPE / WIRE SLEEVE — 18" MIN. COVER SEE CHART 'I', L-4 16-25 GPM 1 1/4" PIPE 13-20 GPM 1 1/4" PIPE FLOW VALVE 26-35 GPM 1 1/2" PIPE 21-28 GPM 1 1/2" PIPE (GPM) SIZE NOT SHOWN OF RATED CONTROL WIRE, 12 GA COMMON, 14 GA PILOT 12/14 GA 'll L-4 36-50 GPM 2" PIPE 29-45 GPM 2" PIPE 51 -75 GPM 2 1/2" PIPE 46-65 GPM 2 1/2" PIPE 1• Coordinate with electrical contractor to supply power to the controller. 76-120 GPM 3" PIPE 66-100 GPM 3" PIPE 2. See See sheet L-8 for irrigation notes. 121-190 GPM 4" PIPE 101 -180 GPM 4" PIPE _ R / W _ it L4 LADERA ROAD -� R / W 33 moo=. 15 _ 43_ - I 2 14 rn _ i I rn I , 43 2 , I 1 I CIS 3776 IP 990145 11 ' NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR THE AREA 3750 University Avenue CNTAINED WITHIN THESE PLANS WITHIN THE RIGHT OF WAY ONLY. SEAL—COUNTY COUNTY OF RIVERSIDE SEAL-LANDSCAPE Suite 175 BENCHMARK: TRACT NO. 28754 SHEET NO. _ OT COMMENCE UNTIL AN QROfESS/p TRANSPORTATION DEPARTMENT �F Riverside, CA 92501 COUNTY OF RIVERSIDE ;HMENIT PERMIT AND/OR A ��° a oTk'� AP ROVED BY: � ti• '�9� (909) 389-0700 PERMIT HAS BEEN ISSUED. y '� � % , — Fax (909) 389-4039 L 3 W — s - r MENIFEE HILLS �m 9� • KSK�`�' e—mail: comworksOpe.net 9 9 05 21 INEER SIGNING THESE PLANS IS RESPONSIBLE FOR NO. 33950 HA A. M , P.E. DATE JOB N0. IRRIGATION PLAN:CURACY AND ACCEPTABILITY OF THE DESIGN HEREON. EXP. 8-30-02 l/(1 http://www.ps.nst/comworka DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR `�• CIV1�- R. .E. 3395 P. 6-30-02 �� -- \� -- OF � O SHEETS CTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE DATE BY MARK APPR DATE 'rF �" ? PREPARED BY: 21 10 SCALE: AN ACCEPTABLE SOLUTION AND REVISING THE PLANS REVISIONS G`L�FD R.L.A. N0. FOR: W.O. COUNTY Y THE COUNTY. ENGINEER COUNTY RECOMMENDED DATE �`L� TY/TIM EXP. DATE 4 18/00 N/A W. L. HOMES, LLC FILE NO.9/ 4mU U .00000 i L� ..Wow > 0 .0-00 W00000 P - 43 z� , R Wr �o 33 ee�-_ 12 SPRINKLER LEGEND. r 42 Zn SYMBOL MANUFACTURER/MODEL`4 NOZZLE RAD. PSI / SHRUB HI-POP SPRAY HEADS / ® RAINBIRD/ 1812—SAM—PRS-8 r Q/H/Van 7'—B' 30 / g 9 RAINBIRD 1812-SAM-PRS-10 Q/H/Van 9'-10'; 30 0.39 TURF`=POP—UP SPRAY HEADS RAINBIRD 1804-SAM-PRS-8. ._. ..... Q/H/Vtin 7,-0000, $ RAINBIRD 1804-��;Mv :-PRS-10.. . H 9'-10,1.30 00000 i EQUIPMENT LEGEND H \ SYMBOL MANUFACTURER/MODEL � SIZE DETAIL NOTES PIPE- SIZING CHART SCH s40 PVC S WEEVING CHART 2 / / 1/2" PIPE [�]M IRRIGATION WATER METER 1" N/A 1" PIPE 1 1/2" SLEEVE 5-10 WIRES 3/4" PIPE 1 1/4" PIPE 2" SLEEVE 1 1-20 WIRES 1" PIPE 100000 RAINBIRD ESP-MC SERIES AUTOMATIC CONTROLLER 18 STA. C', L-4 (1) 1 1/2" PIPE 2 1/2" SLEEVE 21-30 WIRES 1 1/4" PIPE 2" PIPE FEBCO 825Y REDUCED PRESSURE BACKFLOW IN A STRONGBOX 3�� SLEEVE 31-40 WIRES 1 1/2�� PIPE \ � VANDAL RESISTANT SBBC-45AL ENCLOSURE 1 1/4 D , L-4 2 1%2 PIPE 4" SLEEVE 41-60 WIRES 2" PIPE ®' 3', PIPE \� +URISWOLD 22-65 MASTER VALVE 1 1/4" 'E', L-4 3E 4" PIPE 6" SLEEVE 61-99 WIRES 2 1/2"/3" PIPE J� �1 6" PIPE 8" SLEEVE 100+ WIRES 4" PIPE \ H HAMMOND 8501 SERIES BRONZE BALL VALVE LINE SIZE 'F', L-4 8" PIPE 10" SLEEVE N/A 6" PIPE / �� \ ^n n,� 0 RAINBIRD #33DLRC SERIES QUICK COUPLING VALVE 0 100' O.C. TYP. 3/4" 'G', L-4 / 42 G /0 RAINBIRD PEB SERIES ELECTRIC CONTROL VALVE PLAN SIZE 'H' L-4 IRRIGATION MAINLINE: 1 " V — 4" MIN. COVER � CLASS 200 SCHEDULE 40 STATION T, t N" E. SCH 40 ( 8 MIN. CO ER) CLS 315 (2 ) PLAN SIZE 'J', L-4 PIPE SIZING CHART PIPE SIZING CHART CONTROL _1 2 AND LESS: SCH. 40 2 1/2" AND MORE: GLS. 31.. �+ CLASS 200 PVC NON-PRESSURE LATERAL LINE - 12" MIN. COVER PLAN SIZE 'J', L-4 1-9 GPM 3/4" PIPE 1 -7 GPM 3/4" PIPE 10-15 GPM 1" PIPE 8-12 GPM 1 " PIPE SCH 40 PVC IRRIGATION PIPE / WIRE SLEEVE - 18" MIN. COVER SEE CHART 'I', L-4 16-25 GPM 1 1/4" PIPE 13-20 GPM 1 1/4" PIPE FLOW (qpM) 26-35 GPM 1 1/2" PIPE 21-28 GPM 1 1/2" PIPE NOT SHOWN OF RATED CONTROL WIRE, 12 GA COMMON, 14 GA PILOT 12/14 GA 'K', L-4 36-50 GPM 2" PIPE 29-45 GPM 2" PIPE 51 -75 GPM 2 1/2" PIPE 46-65 GPM 21/2" PIPE 1. Coordinate with electrical contractor to supply power to the controller. 76-120 GPM 3" PIPE 66-100 GPM 3" PIPE 2. See sheet L-8 for irrigation notes. 121-190 GPM 4" PIPE 101 -180 GPM 4" PIPE -' R / W . _. ROAD LA LADERA33 R / W 33 _ _ — _ _ _o — _ a - - --- 15 '�m mom- _ a Nmmwwm - a 14 rn 43 z�` o � � I l I W Q % NOTE: NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR THE AREA SEAL—COUNTY SEAL—LANDSCAPE do 3750 UnNerelty Avenue WITHIN THE RIGHT OF WAY ONLY. COUNTY OF RIVERSIDE BENCHMARK: Suits 175 j WORK CONTAINED WITHIN THESE PLANS PROFESS/0 TRANSPORTATION DEPARTMENT �°F IYrv•r•id•, CA 92501 CC SHALL NOT COMMENCE UNTIL AN o 'w� E y� Eo a oT `��S AP ROVED BY: ENCROACHMENT PERMIT AND/OR A y ti• �� (909) 389-0700 — � Fax (909) 389-4039 GRADING PERMIT HAS BEEN ISSUED. Zy W m e—moll: comworksOpe.net LLJ NO. 33950 HA A. M , P.E. a"' • ��jjj IifKl i1N1 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR DATE http://www.pe.n•t/comworke JOB NO. 990521 l.� EXP. 8-30-02 � — ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. R. .E. 3395 P. 6-30-02 W Z G IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR �T �t �.9 �� PREPARED BY: 21 1 0 SCALE: w DATE BY MARK APPR DATE F R.L.A. NO. FOR: � DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE 01�' ►,t,N / FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS ENGINEER REVISIONS COUNTY RECOMMENDED DATE CAL TY/TIM EXP. DATE 4/18/00 N/A W. L. HOME! Li FOR APPROVAL BY THE COUNTY. - I T- -/ - _.... - - -y _ - - c -r - _ / 0 l P�D appoom la Ilrn R W 33 12 , SPRINKLER LEGEND 42 2� - ' / FLOW (�) / SYMBOL MANUFACTURER/MODEL`4 NOZZLE'" RAD. PSI Q H F Van DETAIL rNbTES 00000 SHRUB HI-POP SPRAY HEADS / .0000 / ® RAINBIRD 1812-SAM-PRS-8 Q/H/Vari 7'-8' 30 0.,26 0.52 Var 'A', L-4 / 9 RAINBIRD 1812-SAM-PRS-10 Q/H/Van W-10' 30 0.39 0.79 Var 'A', L-4 TURF POP-UP$PRAY HEADS 000 Eh (8 ItRAINBIRD 1804-SAkC-PRS-8 Q/H/Vdn 7 -81 30 0.26 0.52' Vs1r . . $�- 1r._4.-- / / a RAINBIRD 1804-SAKI=PRS-10_. H 9 -10,-, .30 - 0.79 B , L-4 1000, / \ / EOUIPMENT LEGEND0000, -- SYMBOL MANUFACTURER/MODEL # SIZE DETAIL NOTES PIPE-SIZING CHARTH0 ART SC 4 PVC SLEEVING CH �i / / " " Underground Service Alert ?j \ 3/4 PIPE 1 1/4 SLEEVE 1-4 WIRES 1/2" PIPE KkN �M IRRIGATION WATER METER 1" N/AI 1" PIPE 1- 1 2" SLEEVE 5-10 WIRES 3/4" PIPE e r / � Call: TOLL- FREE 1 1/4" PIPE 2" SLEEVE 11-20 WIRES 1" PIPE �y'y o RAINBIRD ESP-MC SERIES AUTOMATIC CONTROLLER 18 STA. 'Er, L-4 (1) 1 1/2" PIPE " 2" PIPE 2„ 1/2 SLEEVE 21-30 WIRES 1 1/4" PIPE -800 FEBCO 825Y REDUCED PRESSURE BACKFLOW IN A STRONGBOX " 3 SLEEVE 31-40 WIRES 1 1/2 PIPE \ 8' VANDAL RESISTANT SBBC-45AL ENCLOSURE 1 1/4 D , L-4 2 1/2" PIPE 3" PIPE 4" SLEEVE 41-60 WIRES 2" PIPE " 227-2600 CRISWDLD 22-65 MASTER VALVE 1 1/4" 'E', L-4 3E 4" PIPE 6" SLEEVE 61-99 WIRES 2 1/2"/3" PIPE „6" PIPE 8 SLEEVE 100+ WIRES 4 PIPE TWO WORKING DAYS BEFORE YOU DIG \ H HAMMOND 8501 SERIES BRONZE "BALL VALVE LINE SIZE 'F', L-4 8" PIPE 10" SLEEVE N/A 6', PIPE / 1 �� \ 42 n„ 0 RAIN81Rp #33DLR.0 SERIES QUICK COUPLING VALVE 0 100' O.C. TYP. 3/4" 'G', L-4 /O RAINBIRD PEB SERIES ELECTRIC CONTROL VALVE PLAN SIZE 'H', L-4 CLASS 200 SCHEDULE 40 STATION # / ` IRRIGATION„ MAINLINE. SCH. 40 (18" MIN. COVER CLS 315 (24" MIN. COVER) PLAN SIZE 'J', L-4 PIPE SIZING CHART PIPE SIZING CHART CONTROLLER 2 AND LESS: SCH. 40 2 1>2' AND MORE: GLS. 31., CLASS 200 PVC NON-PRESSURE LATERAL LINE - 12" MIN. COVER PLAN SIZE 'J', L-4 1-9 GPM 3/1 „ PIPE 1 GPM 3/4� PIPE 10-15 GPM 1 PIPE 8-1122 GPM 1 PIPE 16-25 GPM 1 1/4" PIPE 13-20 GPM 1 1/4" PIPE FLOW VALVE SCH 40 PVC IRRIGATION PIPE / WIRE SLEEVE - 18" MIN. COVER SEE CHART 'I', L-4 26-35 GPM 1 1/2" PIPE 21-28 GPM 1 1/2" PIPE (GPM) SIZE NOT SHOWN OF RATED CONTROL WIRE, 12 GA COMMON, 14 GA PILOT 12/14 GA FK , L-4 36-50 GPM 2" PIPE 29-45 GPM 2" PIPE 51 -75 GPM 2 1/2" PIPE 46-65 GPM 2 1/2" PIPE 1. Coordinate with electrical contractor to supply power to the controller. 76-120 GPM 3" PIPE 66-100 GPM 3" PIPE - 2. See sheet L-8 for irri c,tion notes. 9 121 -190 GPM 4" PIPE- 101 -180 GPM 4" PIPE R / W R 0 A ' =I LADERA _L _ R / W 33 EBI Y i c ; 15 I I d� 43 :.2� 31 y =� 14 43 2� i , I J Ld - _ __ N - - -- I S 3776 IP 990145 I / NOTE: NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR THE AREA do 3750 University Avenue U WITHIN THE RIGHT OF WAY ONLY. SEAL—COUNTY COUNTY OF RIVERSIDE SEAL—LANDSCAPE BENCHMARK: TRACT NO. 28754 SHEET NO. I-, WORK CONTAINED WITHIN THESE PLANS TRANSPORTATION DEPARTMENT Suite 175 J SHALL NOT COMMENCE UNTIL AN oQaofEssio F COUNTY OF RIVERSIDE � o A. 0T AP ROVED BY: �ti, .q9 Riverside, 3 erso, = ENCROACHMENT PERMIT AND/OR A y �- F �5 p� (909) 389-0700 GRADING PERMIT HAS BEEN ISSUED. fax (909) 389-4039 3 g - - M EN I FEE HILLS LiJ W m e—mail: comworksOps.net LLI THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR N0. 33950 HA A. M P.E. DATE °�° s `� �SK"�' JOB NO. 990521 IRRIGATION PLAN ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. EXP. B-30-02 !/V http://www.pe.not/oomworics LLJ IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR OIV1� R> E. 3395 P. 6-30-02 tp� --L- �.— \Q OF 1 O SHEETS DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE DATE BY MARK APPR DATE 71�. ��r '9 PREPARED BY: 21 10 SCALE: a� �,L,FO � R.L.A. N0. FOR: W.O. COUNTY / FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS ENGINEER REVISIONS CDUNTY RECOMMENDED DATE �`'\ TY/TIM 4/18/OQ N/A FILE TY Li: FOR APPROVAL BY THE COUNTY. EXP. DATE W. L. HOMES, LLC NO.9 -u r � H7 i - _ - _ - - .. • T- fn _ If 0000140 .0 ......... rn ... i w \� - -01 rn ,00000 ; r , R W � , '••� 33 12 - n SPRINKLER LEGEND r 42 2 rLow cc > i SYMBOL MANUFACTURER/MODEL 4 NOZZLE ' RAD. PSI Q H F Van DETAIL D4OTES / SHRUB HI-POP SPRAY HEADS / / / ® j RAINBIRD 1812—SAM—PRS-8 Q/H/Van 7'-8' 30 0..0000 6 0.52 Var 'A', L-4 / e RAiNBIRD 1812—SAM—PRS-10 Q/H/Van W-10'- 30 0.39 0.79 Var 'A', L-4 1000, 0 TURF'.POP-UP SPRAY HEADS - - 100 .0000 0.5 - _ I - � �-SAiVI PRS-80 _ Q HVtan _ 9---O-y 30 0.26 0.79 Var .100ea RAINBIRD 180 'B', L-4 7,A / / - - � \ / EOUIPMENT LEGEND _ SYMBOL MANUFACTURER/MODEL # SIZE SCH' DETAIL NOTES PIPS SIZING CHART SC 4 PVC SLEEVING ART CH " " 2 / 3/4 PIPE 1 1/4 SLEEVE 1-4 WIRES 1/2 PIPE Underground Service Alert \ IRRIGATION WATER METER 1" N/A 1" PIPE 1 1 2" SLEEVE 5-10 WIRES 3/4" PIPE eS r 1 1/4" PIPE / " �a Call: TOLL FREE 2 SLEEVE 11-20 WIRES 1 PIPE o RAINBIRD ESP—MC SERIES AUTOMATIC CONTROLLER 18 STA. E L-4 (1) 1 1/2y PIPE 2 1/2" SLEEVE 21-30 WIRES 1 1/4" PIPE 1_800 / 8 FEBCO 825Y REDUCED PRESSURE BACKFLOW IN A STRONGBOX 2 PIPE 3" SLEEVE 31-40 WIRES 1 1/2" PIPE \ VANDAL RESISTANT SBBC-45AL ENCLOSURE 1 1/4 'D', L-4 2 1/3" PIPE 4" SLEEVE 41-60 WIRES 2" PIPE " 227-2600 3 PIPE " ® GRISWOLD 22-65 MASTER VALVE 1 1/4" 'E', L-4 4" PIPE 6 SLEEVE 61-99 WIRES 2 1/2 /3" PIPE 6" PIPE 8" SLEEVE 100+ WIRES 4" PIPE TWO WORKING DAYS BEFORE YOU DIG \ 11 H HAMMOND 8501 SERIES BRONZE BALL VALVE LINE SIZE 'F', L-4 8" PIPE 10" SLEEVE N/A 6" PIPE / 0 RAIN51RD -#33DLRC SERIES QUICK COUPLING VALVE ® 100' O.C. TYP. 3/4" 'G', L-4 � �� \ 42 2" /Q RAINBIRD PEB SERIES ELECTRIC CONTROL VALVE PLAN SIZE 'H', L-4 CLASS 200 SCHEDULE 40 STATION # / � �� IRRIGATION� MAINLINE: SCH. 40 (18" MIN. COVER „ CLS 315 (24" MIN.�COVER) PLAN SIZE 'J', L-4 PIPE SIZING CHART PIPE SIZING CHART CONTROLLER w' 2 AND LESS: SCH. 40 2 1>2 AND MORE: CLS. 31 CLASS 200 PVC NON—PRESSURE LATERAL LINE — 12" MIN. COVER PLAN SIZE 'J', L-4 1-5 GPM 3/1 " PIPE 1 12 GPM 3/1 " PIPE 10-15 GPM 1 " PIPE 8-12 GPM 1 " PIPE SCH 40 PVC IRRIGATION PIPE / WIRE SLEEVE — 18" MIN. COVER SEE CHART 'I', L-4 16-25 GPM 1 1/4" PIPE 13-20 GPM 1 1/4" PIPE FLOW VALVE 26-35 GPM 1 1/2" PIPE 21-28 GPM 1 1/2" PIPE (GPM) S� NOT SHOWN OF RATED CONTROL WIRE, 12 GA COMMON, 14 GA PILOT 12/14 GA 'W, L-4 36-50 GPM 2" PIPE 29-45 GPM 2" PIPE 51 -75 GPM 2 1/2" PIPE 46-65 GPM 2 1/2" PIPE 1 . Coordinate with electrical contractor to supply power to the controller. 76-120 GPM 3" PIPE 66-100 GPM 3" PIPE 2. See sheet L-8 for irrigation notes. 121 -190 GPM 4" PIPE 101 -180 GPM 4" PIPE R / W :1 ROAD . . _ DERA ' f L A L A R / W -� 3 3 - _ 15 43 14 43 2� . � I I r0 O i L� MS 377E IP 990145 C� NOTE: NOTE: APPROVAL BY TRANSPORTATION NSPORTATION DEPARTMENT IS FOR THE AREA SEAL—COUNTY SEAL—LANDSCAPE 37W Univeraity Avenue TRACT NO. 28754 COUNTY OF RIVERSIDE BENCHMARK: SHEET N0. �i WORK CONTAINED WITHIN THESE PLANS suite ,7s TRANSPORTATION DEPARTMENT Riverside, CA 92501 COUNTY OF RIVERSIDE SHALL NOT COMMENCE UNTIL AN o ?jj0ESS/ F -� ENCROACHMENT PERMIT AND/OR A a or �, AP ROVED BY: �ti. q9� (909) 389-0700 �� GRADING PERMIT HAS BEEN ISSUED. ' y Fax (909) 389-4039 L -3 W s - .. MENIFEE HILLS D: m e—mail: comwork26ps.net L THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR NO. 33950 HA A. M , P.E. DATE °n° a � � K�10imp JOB N0. 990521 IRRIGATION PLAN ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. EXP. 8-30-02 j/!� http://www.pe.not/comwork IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR CIV,� R. E. 3395 P. 6-30-02 �� — - \� OF O SHEETS L2 DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE DATE BY MARK APPR DATE 'Tf " PREPARED BY: 21 10 SCALE: OF G,L1f0 � R.L.A. N0. FOR: W.O. COUNTY i FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS ENGINEER REVISIONS COUNTY RECOMMENDED DATE CALF TY/TIM EXP. DATE 4/18/00 N�A W. L. HOMES, LLC FILE NO.�� U L� FOR APPROVAL BY THE COUNTY. e 30TH3V3 9 rr r uM sr = e a s or -_III I 1=i I _I M - I s _III--_I !----�I I ITI I I---. III- .I L_I ! 1:=1 i !; -! ! h�I ; I-- :.....,...___...._;_.... _� - _ __--- �-'..:.. - A E Er - I - -_ 1-1 _ � 11 I - _ I = �;' I - 1 � I 1 I :�_!_I '-=�! I - ! 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I-(=!I i:si1--�I�) I i I=-I II II=I •I1-I1 !1-IIIII(=I I !1 i ,I- !-IE 10 - 9 I I M _Oqi_I = I I 1 =- 1 , CI I t 13 _ : : - -- _ g L_ 6 - - - _ 12" I 1 7 12 I-i 1 -1 i 1 1 11 I I ( 1 I I-I I III 1--1 6" 3 13 g - - - I=1 ± I-1!I-!I 11= -'� ►=1 I I=1 I I=1 I I= 12" 4 7 * 5 2 3 5 11 1 18"-24" 7 1 6 4 3 2 4 5 4 1. 12"02"02" MINIMUM CONCRETE THRUST BLOCK 2" -- - 2. TO 'POINT OF CONNECTION' - ADAPT AS NECESSARY 10 3. BRASS III•-•-•••••I I• I--••-••�-) -1I I---E1I I- - 4. PVC SCH04oEGMALE ADAPTERREE ELL - SIZE AS REQUIRED 10 6 4 3 2 4 5 =i= iit_ . Ill- - - � O� QQ I`" =I ( I"""-I 11' "' 6. FINISH E MAINLINE PER LEGEND - SIZE PER PLAN 0 O O 7. BRASS NIPPLE - TxT - LENGTH AS REQUIRED 12 11 ] $ 10 5 5 10 9 11 13 8. BRASS UNION - SIZE AS REQUIRED 1. SHRUB HI-POP SPRAY HEAD PER LEGEND 1. POP-UP SPRAY HEAD PER LEGEND 9. BRASS NIPPLE - TxT - 4" MINIMUM LENGTH 2. PVC SCH 80 NIPPLE - 12" MINIMUM LENGTH 2. PVC SCH 80 NIPPLE - 12" MINIMUM LENGTH 1. CONTROLLER ENCLOSURE PER LEGEND AND/OR NOTES 10. BRASS NIPPLE - TxT - 2" MINIMUM LENGTH (TYP. OF 2) 1. ELECTRIC CONTROL VALVE PER LEGEND 3. PVC SCH 40 STREET ELL - TxT 3. PVC SCH 40 STREET ELL - TxT 2. AUTOMATIC CONTROLLER PER LEGEND 11. BRASS Y-STRAINER - 60 MESH SCREEN W/ HOSE BIB 2. RECTANGULAR VALVE BOX WITH BOLT-DOWN LID 4. MARLEX STREET ELL - TxT 4. MARLEX STREET ELL - TxT 3. FINISH GRADE * 12" MINIMUM, 30" MAXIMUM 3. HEAT BRAND "MV" ON LID IN 2" HIGH CHARACTERS 5. PVC SCH 40 LATERAL LINE FITTING 5. PVC SCH 40 LATERAL LINE FITTING 4. DIRECT BURIAL CONTROL WIRES TO VALVES 12. VANDAL RESISTANT ENCLOSURE - MODEL PER LEGEND 4. FINISH GRADE 6. LATERAL LINE PER LEGEND 6. LATERAL LINE PER EQUIPMENT LEGEND 5. 3" PVC SWEEP ELL - EXTEND BEYOND EDGE OF BASE INSTALL PER MANUFACTURES REQUIREMENTS 5. PVC SCH 40 MALE ADAPTER 13. INSTALL 4" CONCRETE PAD, EXTEND 6" PAST ENCLOSURE 7. FINISH GRADE 7. FINISH GRADE 6. 6" THICK POURED CONCRETE BASE•PER MANUFACTURER NOTES. 6. WATERPROOF WIRE CONNECTION W/36" EXPANSION LOOP 7. SLOPE EDGE OF BASE 1% TO DRAIN AWAY FROM ENCLOSURE 7. #14 OF WIRES TO CONTROLLER MASTER VALVE OUTPUT NOTES: NOTES: 8. 120V AC POWER IN CONDUIT INSTALL BACKFLOW PREVENTER PER LOCAL CODES, HEALTH B. 3/4" CRUSHED ROCK - 6" DEEP USE TEFLON TAPE ON ALL MALE PIPE THREADS FOR PVC USE TEFLON TAPE ON ALL MALE PIPE THREADS FOR PVC 9. 120V ON-OFF SWITCH WITH CONVENIENCE OUTLET DEPARTMENT STANDARDS, AND MANUFACTURER'S DIRECTIONS. 9. COMMON BRICK - 4 REQUIRED TO PVC CONNECTIONS. SET PERIMETER HEADS 2"-6" FROM TO PVC CONNECTIONS. SET PERIMETER HEADS 1"-2- 10. TERMINAL STRIPS FOR CONTROL WIRES VERIFY LOCAL REQUIREMENTS PRIOR TO INSTALLATION. WHERE 10. PVC MAINLINE PER LEGEND - LENGTH AS REQUIRED EDGE OF CURBS AND WALKS, AND 6"-12" FROM FIXED VERTICAL FROM EDGE OF WALK, WALL, OR CURB, ETC. ALL FITTINGS 11. 5/8" x 5' MIN. LENGTH COPPER GROUNDING ROD BACKFLOW DEVICE SIZE IS SMALLER THAN MAINLINE, ENTIRE 11. PVC SCH 40 ELL - SxS OBJECTS SUCH AS FENCES, WALLS, AND BUILDINGS, ETC. FOR SWING JOINTS MUST BE SAME SIZE AS INLET ON 12. EXTEND EDGE OF BASE 6" BEYOND EDGE OF ENCLOSURE APPARATUS TO BE SIZE OF MAINLINE. BUSH DOWN ONLYAT THE BACKFLOW DEVICE. FINAL LOCATION OF DEVICE TO BE 12. MAINLINE PIPING FROM POINT OF CONNECTION BOTTOM INLET OF HEAD MUST BE USED. BASE OF HEAD. LATERAL LINE FITTING OUTLET SHALL BE 13. GROUND CONTROLLER PER MANUFACTURER DETERMINED IN THE FIELD. BACKFLOW TO BE LOCATED IN PLANTER 13. MAINUNE PIPING TO CONTROL VALVES SAME SIZE AS HEAD INLET. * EXTEND 4" ABOVE TOP OF BASE AREA AND SCREENED WITH SHRUBS AC POSSIBLE. * 1/2" IN TURF AREAS, 2" IN SHRUB AREAS A 12" Hi-Pop Spray Head B 4" Pop-Up Spray Head C Pedestal Mounted Controller Backflow Preventer w/ Enclosure E Master Valve 2 ° a ° o 0 9 2 A- 1 NQCV a hBV 2 12" ! 13 I L__! I =! 11= =I I I * 6"-1 r' I w LLJ 2 _ _WNW& � -- I - I .� * - I " -I I III A 2 - i i HI I- - !;-I- -- _`.... : .I.... 5 6 -I I._.(.. 18" MIN. - s'�...�._ 1l 412i I 3 5 7 11 1 6 3 " " ,. „ 18 -24 18 -24 I I „�, I -, _ 5 =III= 5 8 APE ON ALL OTE: USE E MALE FLON 4 7\ 2 9 - I=1 1= 6 PIPE THREADS. _ I - - _ { �OO o 0 0 0 0 0 0 0 2 - ••-�..•. ! �- i i I . i l I I� I III-1 l i I I I-III-III-III-I I (- 9 12 8 6 8 , . ..' ! _�..�.. ; 11 ;• !1, ;i i-!i-i I I �•I� -) i h I I i I(�I I i I I -III-III-I I IuI 11=1 11-1 I I;-I � • � 1-- 2„ ._I ! !-i T-i-I ! i..---1 I I I � �-i I !. ! ! I---�i-iI--Ti 1-� 6" y �°"° �� V 6 10 12 11 6 �1 13 4 14 7 1. FINISH GRADE �°O,,.°.�� °o �°..,,°Q� ° 12 2. CLEAN BACKFILL - 90% COMPACTION REQUIRED - SEE SPECS 7rY�o �o° 1. ELECTRIC CONTROL VALVE PER LEGEND 8. COMMON BRICK - 4 REQUIRED 3. NON-PRESSURE LATERAL UNE PER LEGEND " 4 2. 12"08" PLASTIC VALVE BOX WITH BOLT 9. PVC LATERAL LINE PER LEGEND 1. HARDSCAPE (TYPICAL) 4. PRESSURE SUPPLY LINE PER LEGEND 1. 10" ROUND PLASTIC VALVE BOX W/LOCKING LID 1. 10" ROUND PLASTIC VALVE 8. PVC SCH 40 ELL - TxT DOWN LID - HEAT BRAND STATION NUM- 10. PVC SCH 40 ELL - SxS 2. CLEAN BACKFILL - 90% COMPACTION REQUIRED - SEE SPECS 5. CONTROL WIRES - INSTALL BELOW PRESSURE SUPPLY LINE 2. HEAT BRAND "BV" ON LID IN 2" HIGH CHARACTERS BOX WITH LOCKING LID 9. SCH 40 PVC MAINLINE FITTING BER ON LID IN 2" HIGH CHARACTERS 11. PVC MAINLINE PER LEGEND 3. SAND (TYPICAL) 6. PROVIDE 2" OF CLEAN SAND BELOW PRESSURE MAINLINE 3. FINISH GRADE 2. HEAT BRAND "QCV" ON LID 10. PVC SCH 40 MAINLINE PIPING 3. FINISH GRADE 12. SCH 40 PVC MAINLINE FITTING 4. NON-PRESSURE LATERAL LINE / SLEEVE (SIZE PER CHART) 4. 3/4" CRUSHED ROCK - 4" DEPTH IN 2" HIGH CHARACTERS PER EQUIPMENT LEGEND 4. PVC SCH 40 MALE ADAPTER - SIZE AS 13. 3/4" GRAVEL - 6" DEEP 5. CONTROL WIRE SLEEVE ADJACENT TO MAINLINE SLEEVE (SIZE PER CHART) NOTES: NOTE: CURB OR WALL ETC. REQUIRED - TYP. OF 2 14. 'CHRISTY'S' I.D. TAG OR EQUAL 6. PRESSURE SUPPLY LINE / SLEEVE (SIZE PER CHART) BUNDLE AND TAPE WIRES AT 12' O.C. PIGTAIL AND LOOP 5. BALL VALVE PER IRRIGATION PLAN USE TEFLON TAPE 3. FINISH GRADE 11. WALK, , 6. COMMON BRICK - 4 REQUIRED ON ALL MALE PIPE 4. 3/4" CRUSHED ROCK 4" DEEP 12. #4 REBAR, 18" MINIMUM 5. WATERPROOF WIRE CONNECTOR WITH 36" CONTROL WIRES AT ALL 90 DEGREE CHANGES IN DIRECTION. 7. SCH 40 PVC MALE ADAPTER - 2 REQUIRED 5. QUICK COUPLER PER LEGEND LENGTH SUPPORT STAKE COILED EXPANSION LOOP NOTES: NOTES: SPLICING OF WIRE RUNS IS NOT ALLOWED UNLESS APPROVED BY 8. MAINLINE PIPING PER IRRIGATION PLAN THREADS. 6. PVC SCH 80 NIPPLE 13. STAINLESS STEEL CLAMP - 2 6. WIRES FROM CONTROLLER TEE OFF MAINLINE TO BE SAME SIZE AS ALL SLEEVES TO BE SCH 40 PVC. SIZE ALL SLEEVES PER SLEEVING CHART THE CITY. 36" MIN. COVER IS REQUIRED FOR RECLAIMED WATER 9. VALVE BOX EXTENSION(S) AS REQUIRED LENGTH AS REQUIRED * 1/2" IN TURF AREAS 7. COMMON WIRE TO OTHER VALVES ON LATERAL LINE EXITING VALVE. ONLY REDUCE ON PLANS. EXTEND SLEEVES 12" BEYOND EDGE OF HARDSCAPE ON BOTH MAINLINE (WHERE APPLICABLE). INSTALL 1'x1'x1' THRUST AT ALL 1/2" IN TURF AREAS AND 2" IN SHRUB AREAS 7. PVC SCH 40 STREET ELL 2" IN SHRUB AREAS. SAME CONTROLLER PIPE SIZE AT VALVE. ENDS. RECLAIMED WATER SLEEVES TO BE MINIMUM 42"-48" DEEP (OR CHANGES IN DIRECTION OF PRESSURE MAINLINE AND AT ALL * TxT * 1/2" IN TURF, 2" IN PLANTER PER WATER DISTRICT STANDARDS) WHERE APPLICABLE. TERMINAL POINTS OF MAINLINE. F Ball Valve G Quick Coupling Valve H Electronic Remote Control Valve Sleeving j Trenching 2 3 4 5 6 7 n v 1. SUP BASE SOCKET OVER END OF WIRES 2. STRIP WIRES APPROX. 5/8" FROM ENDS - TWIST TOGETHER 3. APPLY SEALER TO OUTSIDE OF SEALING PLUG AND FILL CAVITY WITH SEALER 4. PUT CRIMP END OVER WIRE ENDS - CRIMP SLEEVE AND CUT OFF EXCESS WIRE Underground Service Alert 5. PULL BASE SOCKET OVER END OF WIRES AS FAR AS POSSIBLE p 6. PUSH SEALING PLUG INTO BASE SOCKET OI Y� Call: TOLL FREE 7. PUSH WIRES TO END OF BASE SOCKET TO INSURE COMPLETE SEALING OF CONNECTION o QO 8. COMPLETED WATERPROOF WIRE CONNECTION 1-800 1-11 VA 227-2600 LO w KI Wire Connection L - M - N MS 3776 I P 990145 = TWO WORKING DAYS BEFORE YOU DIG oNOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR THE AREA 3750 University Avenue NOTE: WITHIN THE RIGHT OF WAY ONLY. SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-LANDSCAPE suite 175 BENCHMARK: TRACT NO. 28754 SHEET NO. j WORK CONTAINED WITHIN THESE PLANS TRANSPORTATION DEPARTMENT � Riverside, CA 92501 COUNTY OF RIVERSIDE J SHALL NOT COMMENCE UNTIL AN o QROFAESS/0 ( PROVED BY: �� 909 369-0700 ENCROACHMENT PERMIT AND/OR A ti� °T' F, Fax (909) 369-4039 L -4 wTZ GRADING PERMIT HAS BEEN ISSUED. W m B z� N M EN I FEE HILLS e-mail: comworhsOpe.net U_ THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR IXP. 8339502 D A. AN, P.E. DATE ~ �- ~ �a re '`p" http://www.pe.not/cornworM JOB NO. 990521 PLANTING DETAILS Z ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. R.C.E. 33950 EXP. 6-30-02 - OF 10 SHEETS IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR civ%- DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE DATE BY MARK APPR. DATE 9TF \P '9 � PREPARED BY: R.L.A. N0. 21 10 SCALE: of cAUF° �c FOR: W.O. COUNTY W. L. HOMES, LLC / FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS ENGINEER REVISIONS COUNTY RECOMMENDED DATE UP CAL KTB/TIM EXP. DATE 4/18/00 N/A FILE NO.918�U � Li FOR APPROVAL BY THE COUNTY. \ R /W 1410 r' 41 / r L \ I \ '' / f 7� ---- --- __ -- -.- _..-.....-_.-�_. __- __.........- ............-.--- - ___.. _......._ -------- MORNING7\ 1 SYMBOL BOTANIC NAME COMMON NAME SIZE SPACING DETAIL � - Eucalyptus sideroxylon 'roses' Red Ironbark 15 GAL. 'B'- ��-� � ••• / � _ _ - Maidenhair Tree 15 GAL 'B' `' , ...__�_.- - - _.-.......... _ Koelreutaria bipinnato Chinese Flame Tree 24" BOX 'A' I • Liquidambar styraciflua 'palo alto' American Sweet Gum 15 GAL. 'B' ,:� •; -' "! i Magnolia grandiflora 'st. mary' Saucer Magnolia 24" BOX 'A' \ � =• =---_•`'' --,...,._ � `j' / ,J I Cinnamomum camphora Camphor Tree 48" BOX MULTI 'B' \ • Tristania conferta Brisbane Box 15 GAL. 'B' Abelia grandiflora 'edward goucher' Glossy Abelia 5 GAL. 'D' !f • Cistus skanbergii Rockrose 1 GAL. R *:♦ Dietes vegeta Fortnight Lily 5 GAL. D Xylosma congestum Xylosma 5 GAL. 'D' Phormium tenax 'rubrum' New Zealand Flax 5 GAL. 'D' 35 I Ficus repens Creeping Fig 1 GAL. STAKED 'D' \ ♦ Macfadyena unguis cati Cat's Claw 1 GAL. STAKED 'D' Cuphea hyssopifolia False Heather 1 GAL. 018" O.C. 'D' �' Hemerocallis hybrid Daylily 1 GAL. 018" O.C. 'D' / I \\ Myoporum parvifolium N.C.N. FLATS 018" O.C. f Rosemarinus officinalis prostrate Prostrate Rosemary 1 GAL. 024 O.C. D Seasonal color N.C.N. 4 POTS 06 O.C. , Q LL RE LLLL Tulbaghia violacea Society Garlic 1 GAL. 024" O.C. 'D' a. ELL" � f �I ® Tulbaghia violacea 'silver lace' Society Garlic 1 GAL. 024" O.C. 0 i Hydroseed Turf t L,J \ _ MS 3776 I 99014 NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR THE AREA 3750 University Avenue SEAL-LANDSCAPE BENCHMARK: TRACT NO. 28754 SHEET NO. o NOTE: WITHIN THE RIGHT OF WAY ONLY. SEAL—COUNTY COUNTY OF RIVERSIDE Suite 175 j WORK CONTAINED WITHIN THESE PLANS TRANSPORTATION DEPARTMENT Riverside, CA 92501 COUNTY OF RIVERSIDESHALL NOT COMMENCE UNTIL AN 0oQVkOFESS, J a J PROVED BY: 'b (909) 389-0700 -5 ENCROACHMENT PERMIT AND/OR A ��" �° °r F �' = GRADING PERMIT HAS BEEN ISSUED. �' Z g Fax (909) 389-4039 M E N I F E E HILLS w rn e—mail: comwork s net LWL THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR NO. 33950 A. AN, P.E. DATE � / �fK� `�' http://www.pe.net/ceom�worke JOB N0. 990521 PLANTING PLAN ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. EXP. 8-30-02 R.C.E. 3 50 EXP. 6-30-02 f-�i - OF 10 SHEETS W IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR `��T CIV�� P � a �� PREPARED BY: 21 1 0 SCALE: DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE DATE BY MARK APPR DATE F CAt•1Fo R.L.A. N0. FOR: W.O. COUNTY �� FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS REVISIONS RECOMMENDED DATE \ KCK/TIM 4/18/00 N/A FILE NO. • Li FOR APPROVAL BY THE COUNTY. ENGINEER COUNTY EXP. DATE W. L. HOMES, LLC SYMBOL BOTANIC NAME COMMON NAME SIZE&SPACING DETAIL Eucalyptus sideroxylon roses Red Ironbark 15 GAL. IBI / + Ginko biloba Maidenhair Tree 15 GAL. 'B' • Koelreutaria bipinnata Chinese Flame Tree 24" BOX 'A' ` ' • Liquidambor styrocifluo 'polo alto' American Sweet Gum 15 GAL. • Magnolia grandiflora 'st. mary' Saucer Magnolia 24" BOX 'A' � �•' \ Cinnamomum camphora Camphor Tree 48" BOX MULTI 'B' • Tristania conferta Brisbane Box 15 GAL. 'B' ♦`A Abelia grandiflora 'edward goucher' Glossy Abelia 5 GAL. 'D' •= • Cistus skanbergii Rockrose "1 GAL. Dietes vegeto Fortnight Lily 5 GAL. Xylosma congestum Xylosma 5 GAL. 'D' \ Phormium tenax 'rubrum' New Zealand Flax 5 GAL. 'D' y� Ficus repens Creeping Fig 1 GAL. STAKED PD2 ; Macfadyena unguis cati Cat's Claw 1 GAL. STAKED 'D' X ; : �•'' Cuphea hyssopifolia False Heather 1 GAL. 018" O.C. 'D' '• �' _ � � � Hemerocallis hybrid Daylily 1 GAL. 018" O.C. D -== Myoporum parvifolium N.C.N. FLATS @18" O.C. Rosemarinus officinalis prostrata' Prostrate Rosemary 1 GAL. 024" O.C. 'D' ® Seasonal color N.C.N. 4 POTS 06 O.C. FLLL L L =rr LLLLL Tulbaghia violacea Society Garlic 1 GAL. 024" O.C. 'D' LLLLL _- I ® Tulbaghia violacea 'silver lace' Society Garlic 1 GAL. 024" O.C. 'D' Hydroseed Turf zz R /W �U -- - ------- 0 s •. a_ cnlzlt R/W -_- Q =_____-=-_ �� MS 3776 IP 990145 2 Y' __ - NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR THE AREA r, 3750 University Avenue TRACT N0. 28754 o NOTE: WITHIN THE RIGHT OF WAY ONLY. SEAL—COUNTY COUNTY OF RIVERSIDE SEAL— suite ,�a BENCHMARK: SHEET NO. j 11 WORK CONTAINED WITHIN THESE PLANS TRANSPORTATION DEPARTMENT �f'"'"—�'v� Riverside, CA 92501 COUNTY OF RIVERSIDE Cn SHALL NOT COMMENCE UNTIL AN QROFESS/p,� ® F ENCROACHMENT PERMIT AND/OR A �4�° �,o a oT < Fy APPROVED BY: �� ti• �� (909) 389-0700 L -6 = GRADING PERMIT HAS BEEN ISSUED. �= g - Fax (909) 389-4039 w a r Z ��e o ��a�� •—mall: comworkeop..n.t M EN I FEE HILLS LLI THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR NO. 33950 D A. H AN, P.E. DATE G��..0 ~ http://www.pe.not/comworke JOB NO. 990521 PLANTING PLAN ILL. D(P. 6-30-02 —s-�+� OF 10 SHEETS Z ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. R.C.E. 339 XP. 6-30-02 cs� a e Q• w IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DATE BY MARK APPR DATE �"rF clvi\ SAP �� —�q�,� PREPARED BY: � DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE R.L.A. N0. 21 10 SCALE: / FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR: W•0• COUNTY 9/8 -� REVISIONS :PCA►.�W RECOMMENDED DATE �� CAA_ KCK/TIM EXP. DATE 4/18/00 N/A W. L. HOMES, LLC FILE NO. Li FOR APPROVAL BY THE COUNTY. ENGINEER COUNTY 17 - ' ` U0 __ . _ `_ ',/J/ ./ /'' . .•+>..•• ••` •'4•, • l mil'///,,!' R ,,, \\ •ti, , ;� 5YMB(X'BOTANIC NAME COM ON NAME 12_'E PACING D IL Eucalyptus sideroxylon ' osea' Ironbark 15 GA ' INST L 18" WIDE X " DEEP /f i Ginko biloba Maidenhair Tree 15 G L. 'B' \, �� VINE OCKET AT ALL VINE Koelreutaria bipi. a Chinese Flame Tree 24" BOX i 'A' .. ' `----- /,\ URF A EAS USING REDWOOD HEA�ER Liquidamb yracifiva ' alo alto' American Sweet G m 1 GAL. 'B' ••� S E HEA ER DETAIL 'D' SHEET C—}1 ' " r= \ -' ~ ..,•• '� ! Mag la grandifiora st. ary Saucer Magnolia 4 BOX ; A •.1• 1 ,,.--' %' .,` -'' .'- ! •' \ t `'� � � t namomum camphors Camphor Tree 48" BOX MULTI 'B' .' ` r• '\ Tristania conferta Brisbane 15 GAL. belia grandifiora 'e rd Boucher' Glossy Abelia 5 GAL. ' Cistus skanb li Rockrose 1 GAL. ' Dietes v eta Fortnight Lily_— r• ! , { ` i ; Xylo a congestum ylosma D' i enax r ' New Zealand Flax pens __._ ig 1 GAL. STAKED 'D' Macf-, 1.y�ex+a- Is cati Cat's Claw 1 GAL. STAKED ' 'D' ``\� ✓ l ,, ''t�l •,* •�. 1 I} .is; � � `, " _ f_L.. ._ -.."'"'........ _...__— a 1 t 4 1 g t Cuphea hys opifoiia False Heather 1 GAL. @18 C. Da \ . • I ! Hemerocall' hybrid Daylily _1 GAL. 018" O.C. 'D' �►�` `; ! ; _ Myoporu parvifolium N.C.N. FLATS 018 0 C Rose arinus offici alls 'prostrataT`" 1 G . @24" O.C. 'D' . ' asonal color . N. S 06" O.C. - . '• R - i `\ f �` .r-.. L ILL LLL S ciety Garlic . 1 GAL. 04" O.C. 'D' _ Tulbaghia vioiacea 'silver lace' Society Garlic 1 GAL. 024" O.C. 'D' Hydroseed Turf - -- - _ .._ OAU L A Dj -. C', _ R W % : ---------- i _ - -- - .:%% %..' 12 . ti I l it 7 t C L I I � i 4 _OLI LLI U) S 3776 IP 990145 NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR THE AREA 3750 University Avenue o/ NOTE: WITHIN THE RIGHT OF WAY ONLY. SEAL—COUNTY COUNTY OF RIVERSIDE SEAL-LANDSCAPE spit. ,75 BENCHMARK: TRACT NO. 28754 SHEET NO. j WORK CONTAINED WITHIN THESE PLANS TRANSPORTATION DEPARTMENT Riverside, CA 92WI COUNTY OF RIVERSIDE SHALL NOT COMMENCE UNTIL AN ?%0FESS/p F ENCROACHMENT PERMIT AND/OR A ��° �o a o,- APPROVED BY: ti• (909) 389-0700 L -7 = GRADING PERMIT HAS BEEN ISSUED. y g z¢ Fax (909) 389-4039 M EN I FEE HILLS LLJw e—mail: comwarks0 a net � THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR NO. W950 H A L A. 0 M , P.E. DATE ~ nu ~ K�i�, http;//www.pe.not/mmwoft JOB N0. 990521 PLANTING PLAN ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. EXP. 8-30-02 • 3395 6--30-02 _� Q OF O SHEETS Z IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR CIV�� w DATE BY IMARK APPR. DATE �TF OF CA%,\f _ 9j� � PREPARED BY: � DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE 21 10 SCALE: / FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS REVISIONS C,AJ.� TY/TIM R.L.A. NO 4/18/00 NSA FOR: W.O. FILE NO. LL FOR APPROVAL BY THE COUNTY. ENGINEER COUNTY RECOMMENDED DATE EXP. DATE W. L. HOMES, LLC u 11 1 1 3 1 2 4 2 I - J 4" SOIL PREPARATION BACKFILL NOTE: i 5 5 I=I I IIi.I I, 12" 3 4.. �' I ,=i =i I ,-I I -= TO ALL NEW PLANTING AREAS (SHRUB AND GROUND COVER), ROTOTILL THE - f 00 FOLLOWING AMENDMENTS I-ill i ; III I ; I LI �.II ! lil -ill IIII I i.11 �l / _ -i I i 2x ROOTBALL - ' _ - - i-- i- s � f - ---- - / -- - I �--- 4 DEPTH -- 11 - - = 1= 2x ROOTBALL �' -` - (_ --- I I-� 'NITROMULCH' SOIL AMENDMENT - 3 CU. YDS. PER 1000 SQ. FT. f� 3 o o - , DEPTH f I ' I - 6-16 COMMERCIAL FERTILIZER - 12 LBS. PER 1000 S FT. 7 EPT f` 3 ;.. 24" - .IJ,..=- 6 BACKFILL MIX FOR TREES, SHRUBS, AND VINES SHALL BE AS FOLLOWS: ' I l III--) - I ;= g 6 2x 6 2x ROOTBALL g 6 PARTS BY VOLUME ON-SITE SOIL DIAMETER 4 PARTS BY VOLUME ORGANIC AMENDMENT AS ABOVE 9 ROOTBALL g DIAMETER 1 LB. 16-16-16 COMMERCIAL FERTILIZER PER CU. YD. OF MIX ,.y �' I f_ 4 9 7 2 LBS. IRON SULFATE PER CU. YD. OF MIX 24 I 10 7 'NITROMULCH' SOIL AMENDMENT AVAILABLE FROM 'KELLOG SUPPLY, INC.' (800) 8 1. SHRUB PER PLANTING PLAN -� 2x ROOTBALL � 2. ROOTBALL 1. SHRUB PER PLANTING PLAN 1. TREE PER PLANTING PLAN 2. 2" MINIMUM DEEP MULCH PER PLANTING PLAN 232-2322 1. TREE PER PLANTING PLAN 3. STAKE PER 'TREE PLANTING' DETAIL 2. 2" MINIMUM DEEP MULCH PER PLANTING PLAN 3. PLANT TABLETS PER PLANTING SPECS / NOTES 2. TREE TIES BETWEEN STAKE AND TREE 4. EARTH WATERING BASIN PER 'TREE PLANTING' DETAIL 3. PLANT TABLETS PER PLANTING SPECS / NOTES 4. FINISH GRADE 3. 2" DIA. x 10' LONG LODGE POLE STAKES 5. FINISH GRADE 4. FINISH GRADE 5. EARTH WATERING BASIN (RAKE SMOOTH PRIOR 4. PLANT TABLETS PER PLANTING SPECS / NOTES 6. DEEP ROOT BARRIER PER PLANTING SPECS / NOTES 5. EARTH WATERING BASIN (RAKE SMOOTH PRIOR TO PLANTING GROUNDCOVER) 5. EARTH WATERING BASIN IN GROUNDCOVER AREAS 7. TREE PLANTING PIT PER 'TREE PLANTING' DETAIL TO PLANTING GROUNDCOVER) 6. ROOTBALL: SET CROWN FLUSH WITH FINISH GRADE 6. FINISH GRADE 8. 3/4"-1" CRUSHED ROCK / GRAVEL 6. ROOTBALL: SET CROWN FLUSH WITH FINISH GRADE 7. COMPACT BACKFILL MIX PER PLANTING SPECS / NOTES 7. ROOTBALL: SET CROWN 1"-2" ABOVE FINISH GRADE 9. COMPACTED BACKFILL MIX PER PLANTING SPECS / NOTES 7. COMPACT BACKFILL MIX PER PLANTING SPECS / NOTES 8. NATIVE SOIL 8. COMPACT BACKFILL MIX PER PLANTING SPECS / NOTES 10. PLANT TABLETS PER PLANTING SPECS / NOTES 8. NATIVE SOIL 9. CUT PLANTING PIT INTO SLOPE TO CREATE LEVEL BASIN 9. NATIVE SOIL 11. 2" MINIMUM DEEP MULCH PER PLANTING PLAN 10. 2" MINIMUM DEEP MULCH PER PLANTING PLAN PROVIDE EXPANDABLE TRUNK GUARD IN ALL TURF AREAS A Tree Planting B Root Barrier C Shrub Planting D Shrub on Slope Planting E Soil Prep Notes PLANTING NOTES: PLANTING NOTES CONT. IRRIGATION NOTES: IRRIGATION NOTES CONT, 1. GENERAL - ALL WORK SHALL BE DONE IN ACCORDANCE WITH APPLICABLE CITY AND 10. FOR BACKFILL AROUND TREES AND SHRUBS, USE THE FORMULA AS INDICATED IN THE 1. GENERAL - ALL WORK SHALL BE IN ACCORDANCE WITH APPLICABLE CODES AND 17. LOW HEAD DRAINAGE WILL NOT BE ALLOWED. CONTRACTOR TO DETERMINE IN THE COUNTY CODES AND THESE PLANS. SOIL PREP / BACKFILL NOTE. MIXING SHALL BE DONE AT ONE LOCATION. THESE PLANS. THE CONTRACTOR SHALL APPLY FOR ALL PERMITS AND PAY FOR FIELD WHICH HEADS DRAIN AFTER VALVE IS SHUT OFF. CONTRACTOR SHALL PROVIDE A. THE CONTRACTOR SHALL CAREFULLY INSPECT THE SITE AND VERIFY ALL CONDITIONS SAME. AND INSTALL ADDITIONAL IN-LINE CHECK VALVES AS NEEDED AT NO ADDITIONAL COST AND DIMENSIONS SHOWN ON THE PLANS PRIOR TO COMMENCEMENT OF ANY WORK 11. WEED ABATEMENT - TO ALL PLANTING AREAS, AFTER EARTHWORK, INSTALLATION OF A. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON THE TO OWNER. UNDER THIS CONTRACT. IRRIGATION SYSTEM AND SOIL PREPARATION, THE FOLLOWING WEED ABATEMENT WORK PLANS AT THE SITE PRIOR TO COMMENCEMENT OF ANY WORK UNDER THIS CONTRACT. , B. THE CONTRACTOR SHALL CARRY ALL WORKER'S COMPENSATION, PUBLIC LIABILITY, AND SHALL BE DONE: B. THE CONTRACTOR SHALL CARRY ALL WORKERS COMPENSATION, PUBLIC LIABILITY AND 18. ALL PRESSURE SUPPLY LINES AND CONTROL WIRES TO HAVE 18"-24" MINIMUM PROPERTY DAMAGE INSURANCE AS REQUIRED BY OWNER. A. KEEP AREAS MOIST BY REGULAR IRRIGATIONS FOR A PERIOD OF TWO WEEKS PROPERTY DAMAGE INSURANCE, AS REQUIRED BY THE CITY / OWNER. COVER (PER DETAIL). LATERAL LINES TO HAVE 12" MINIMUM COVER. C. THE CONTRACTOR SHALL APPLY FOR ALL PERMITS AND PAY FOR SAME. (MINIMUM) TO GERMINATE EXISTING WEED SEEDS. D. ALL IRRIGATION WORK SHALL HAVE BEEN INSPECTED AND APPROVED BY THE B. KILL WEEDS WITH CONTACT WEED KILLER PER LICENSED HERBICIDE AGENCY 2. SCOPE OF WORK - UNLESS OTHERWISE SPECIFIED, THE CONSTRUCTION OF IRRIGATION 19. THE RADIUS OF EACH HEAD IS TO BE ADJUSTED TO THAT HEAD-TO-HEAD COVERAGE LANDSCAPE ARCHITECT PRIOR TO BEGINNING ANY GROUND COVER PLANTING WORK. SPECIFICATIONS. AFTER COMPLETE WEED KILL, REMOVE WEED RESIDUE AND TOP SYSTEMS SHALL INCLUDE THE FURNISHING, INSTALLATION AND TESTING OF ALL IS MAINTAINED, BUT OVERSPRAY ON BUILDINGS, WALKS, AND WALLS, ETC. IS E. THE OWNER'S SUPERINTENDENT AND THE LANDSCAPE ARCHITECT WILL INSPECT THE GROWTH. MAINLINE, POINT OF CONNECTION, LATERAL LINES, RISERS, AND FITTINGS; AND THE MINIMIZED. PLANTING WORK PRIOR TO STARTING WORK. THE CONTRACTOR SHALL CONTACT THE FURNISHING AND INSTALLATION OF SPRINKLER HEADS, CONTROLLERS, ELECTRIC LANDSCAPE ARCHITECT AND COORDINATE ALL INSPECTIONS. 12. PRE-EMERGENT PROGRAM - PRIOR TO INSTALLATION OF GROUND COVER, CONTRACTOR CONTROL VALVES, EXCAVATION AND BACKFILL, AND ALL OTHER WORK IN ACCORDANCE 20. UPON COMPLETION OF THE PROJECT, THE CONTRACTOR IS TO TURN OVER TO THE F. THE QUALITY OF WORKMANSHIP AND MATERIALS SHALL BE OF THE HIGHEST SHALL INSTALL A PER-EMERGENT HERBICIDE, EPTAM OR EQUAL, TO ALL PROPOSED WITH THESE PLANS, DETAILS, AND NOTES. THE CONTRACTOR SHALL FURNISH ALL OWNER THE FOLLOWING: STANDARDS. COOPERATION AND FLEXIBILITY IS EXPECTED OF THE CONTRACTOR GROUND COVER AREAS PER MANUFACTURER'S RECOMMENDATIONS. LABOR, MATERIAL, EQUIPMENT PROPERTY, TRANSPORTATION, AND PERFORM ALL A. A REPRODUCIBLE SET OF "AS-BUILT" DRAWINGS AND CONTROLLER CHART.TOWARD WORKING WITH THE OWNER/LANDSCAPEOPERATIONS REQUIRED FOR A COMPLETE AND OPERABLE IRRIGATION SYSTEM AS ARCHITECT IN PRODUCING THE BEST INDICATED ON, OR REASONABLY IMPLIED, BY THE DRAWINGS, DETAILS, AND NOTES. B. 2 KEYS FOR EACH CONTROLLER AND CONTROLLER ENCLOSURE (AS APPLICABLE). POSSIBLE PRODUCT. 13. MAINTENANCE - THE CONTRACTOR SHALL MAINTAIN ALL PLANTED AREAS THROUGHOUT C. 2 QUICK COUPLER KEYS AND MATCHING HOSE SWIVELS. G. UPON COMPLETION OF EACH PHASE OF WORK, THE CONTRACTOR SHALL THOROUGHLY THE CONTRACT PERIOD. MAINTENANCE SHALL CONSIST OF PROPER WATERING, INCLUDED AS A PART OF THE IRRIGATION WORK, BUT NOT LIMITED BY IT, ARE THE D. 4 OF EACH SPRINKLER HEAD SPECIFIED. CLEAN THE SITE OF ALL ACCUMULATED RUBBISH, DEBRIS, AND OTHER EXTRANEOUS FERTILIZATION, WEEDING, AND GENERAL CLEAN-UP. PLANTS SHALL BE KEPT IN A FOLLOWING: MATERIAL. HEALTHY GROWING CONDITION. A. INSTALL COMPLETE OPERABLE INDEPENDENT IRRIGATION SYSTEMS PER THE PLANS, 21. AS-BUILT DRAWINGS - THE CONTRACTOR SHALL PROVIDE AND KEEP UP TO DATE A DETAILS, NOTES, AND LEGENDS. COMPLETE "AS-BUILT" RECORD SET OF PRINTS WHICH SHALL BE CORRECTED DAILY ALL IRRIGATION WORK SHALL_ BE GUARANTEED BY THE CONTRACTOR AS TO MATERIAL 2. SCOPE OF WORK - CONTRACTOR SHALL FURNISH ALL MATERIAL, LABOR, 14. PLANT ESTABLISHMENT PERIOD - THE PLANT ESTABLISHMENT PERIOD SHALL B. AND WORKMANSHIP INCLUDING SETTLING OF B,�CKFILLED TRENCHES BELOW GRADE, AND SHOW EVERY CHANGE FROM THE ORIGINAL DRAWINGS. PRIOR TO FINAL , TRANSPORTATION, EQUIPMENT AND PROPERTY TO COMPLETE THE LANDSCAPING OF THE COMMENCE UPON THE OWNER'S AND THE LANDSCAPE ARCHITECTS WRITTEN APPROVAL INSPECTION, THE CONTRACTOR SHALL TRANSCRIBE ALL INFORMATION FROM THE PLANTING AREAS AS INDICATED ON, OR REASONABLY IMPLIED BY THE DRAWINGS AND OF ALL PHASES OF PLANTING INSTALLATION AND SHALL BE FOR NINETY (90) FOR A PERIOD OF ONE (1) YEAR FOLLOWING THE DATE OF FINAL ACCEPTANCE OF "AS-BUILT" SET TO A REPRODUCIBLE OZALID SEPIA, PROCURED FROM THE OWNER. OR NOTES. CONTINUOUS CALENDAR DAYS. PLANT ESTABLISHMENT WORK SHALL INCLUDE THREE THE WORK. ALL WORK SHALL BE NEAT AND LEGIBLE, LOCATING THE FOLLOWING ITEMS FROM A. INCLUDED AS A PART OF THE WORK, BUT NOT NECESSARILY LIMITED BY IT ARE THE (3) FERTILIZER APPLICATIONS TO ALL PLANTED AREAS DURING THIRTY (30) DAY PERMANENT POINTS OF REFERENCE: SHUT-OFF VALVES, MAINLINE AND CONTROL WIRE FOLLOWING ITEMS: FINE GRADING OF ALL PLANTING AREAS; PREPARATION OF ALL 3. THE LANDSCAPE ARCHITECT SHALL DECIDE ALL QUESTIONS RELATING TO THE PLANTING AND TREE HOLES; FURNISHING AND INSTALLATION OF ALL PLANT MATERIALS; INTERVALS DURING THE PLANT ESTABLISHMENT PERIOD (REFER TO FERTILIZER INTERPRETATION OF THE DRAWINGS AND THE ACCEPTABLE FULFILLMENT OF THE ROUTING, POP, BACKFLOW DEVICE, CONTROL VALVES, CONTROLLER, QUICK COUPLERS, PROVIDING MAINTENANCE THROUGHOUT THE PROJECT PERIOD; PROVIDING PLANT PROGRAM NOTE FOR TYPE AND APPLICATION RATES). CONTRACT. AND OTHER PERTINENT UNDERGROUND ITEMS. ESTABLISHMENT WORK THROUGHOUT THE SPECIFIED PERIOD; CLEAN-UP AND WEEDING 15. PLANT ESTABLISHMENT PROCEDURES - THE GENERAL CARE AND MAINTENANCE OF ALL 22. CONTROLLER CHART - UPON APPROVAL OF THE FINAL "AS-BUILT" DRAWINGS, PROVIDE OF ALL LANDSCAPE AREAS; GUARANTEE OF ALL PLANT MATERIAL AND WORKMANSHIP 4. PIPING SHOWN ON THE PLANS IS ESSENTIALLY DIAGRAMMATIC. CONTRACTOR SHALL ONE CHART FOR EACH CONTROLLER INSTALLED AS FOLLOWS: AREAS SHALL CONSIST OF PROPER WATERING, FERTILIZATION, WEEDING, CLEAN-UP, ROUTE PIPING TO AVOID CONFLICT WITH STATIONARY ELEMENTS AND IN SUCH A FOR A PERIOD OF ONE (1) YEAR. AND AS FOLLOWS: MANNER AS TO CONFORM WITH THE VARIOUS DETAILS AND DESIGN INTENT OF THESE A. THE CHART IS TO BE A REDUCED COPY OF THE APPROVED "AS-BUILT" SYSTEM (A " A. CULTIVATE AND WEED AT NOT LESS THAN TEN (10) WORKING DAY INTERVALS. PLANS, BLACK-LINE PRINT REDUCED TO THE MAXIMUM SIZE THE CONTROLLER DOOR WILL 3. THE CONTRACTOR SHALL REMOVE ALL WEEDS, ROCKS OVER 2 DIAMETER, DEBRIS AND B. THREE (3) FERTILIZER APPLICATIONS PER NOTE ABOVE WITH FERTILIZER AT THE RATE ALLOW, COLORED WITH A DIFFERENT COLOR FOR EACH VALVE STATION). OTHER EXTRANEOUS MATERIAL FROM THE JOB SITE IN A LEGAL MANNER PRIOR TO AND FORMULA AS INDICATED IN THE SOIL PREP BACKFILL NOTE. 5. THE CONTRACTOR SHALL AT ALL TIMES PROTECT HIS WORK FROM DAMAGE AND THEFT B. WHEN COMPLETED AND APPROVED, THE CHART SHALL BE HERMETICALLY SEALED PROCEEDING WITH ANY WORK UNDER THIS CONTRACT. C. CONTRACTOR SHALL MAINTAIN THE IRRIGATIONS STEMS IN A LIKE NEW, OPERATING AND REPLACE ALL DAMAGED OR STOLEN PARTS AT HIS EXPENSE UNTIL THE WORK IS BETWEEN TWO (2) PIECES OF 20 MIL CLEAR PLASTIC AND MOUNTED ON THE INSIDE CONDITION, ADJUSTING HEAD HEIGHTS, THROW AND SPRAY ARCS AS NECESSARY. THE ACCEPTED IN WRITING BY THE OWNER / CITY. OF THE CONTROLLER DOOR USING VELCRO TAPE OR EQUAL. 4. THE OWNER SHALL PROVIDE ROUGH GRADE TO WITHIN 1/1Oth OF 1 FOOT OF FINISH CONTRACTOR IS RESPONSIBLE FOR PROPER WATERING OF ALL PLANTED AREAS, AND GRADE, INCLUDING ANY MINOR ADJUSTMENTS TO EARTH BERM AND SLOPE SHAPES. SHALL REPLACE ANY MATERIAL DAMAGED DUE TO IMPROPER MOISTURE. 6. EXTREME CARE SHALL BE EXERCISED IN EXCAVATING AND WORKING NEAR EXISTING PROVIDE FINISH GRADE IN PLANTING AREAS 1� MINIMUM FLOW. FINISH GRADES D. ANY CONCENTRATED DEVELOPMENT OF WEED GROWTH THAT MAY APPEAR IN PLANTING UTILITIES. CONTRACTOR SHALL VERIFY THE LOCATION AND CONDITION OF ALL UTILITIES SHALL BE 2" BELOW ADJACENT WALKS. CURBS, , DRIVEWAYS, ETC. IN GROUND COVER AREAS DURING PLANT ESTABLISHMENT PERIOD SHALL BE REMOVED AT THIRTY (30) AND BE RESPONSIBLE FOR ANY DAMAGE. AREAS AND 1" BELOW IN TURF. DAY INTERVALS. THE CONTRACTOR MAY ELECT TO REMOVE SUCH CONCENTRATIONS OF 5. ALL TREES AND SHRUBS SHALL BE PLANTED PER THESE NOTES AND AS DETAILED. WEEDS MANUALLY OR BY AN APPROVED HERBICIDE PROGRAM. 7. THE CONTRACTOR SHALL KEEP THE PREMISES CLEAN AND FREE OF EXCESS ALL PLANT MATERIAL SHALL BE OF THE HIGHEST QUALITY AND LARGEST REASONABLE E. DURING THE COURSE OF THE MAINTENANCE WORK, THE CONTRACTOR SHALL REMOVE EQUIPMENT, MATERIALS, AND RUBBISH INCIDENTAL TO HIS WORK. SIZE AVAILABLE FOR THE SPECIFIED CONTAINER SIZE (WITHOUT BEING ROOT BOUND). SURPLUS MATERIALS AND DEBRIS FROM THE SITE AND SHALL KEEP THE PREMISES INA NEAT AND CLEAN CONDITION AT ALL TIMES. 8. IRRIGATION DESIGN IS BASED ON 110 PSI AVAILABLE WATER PRESSURE AT 100 GPM. SHRUB MATERIALS SHALL BE VIGOROUSLY GROWING, HEALTHY PLANT MATERIAL, FULL F. DURING THE PLANT ESTABLISHMENT PERIOD, THE CONTRACTOR SHALL BE RESPONSIBLE CONTRACTOR SHALL VERIFY PRESSURE PRIOR TO CONSTRUCTION; SHOULD A AND BUSHY; OF HINES WHOLESALE NURSERY / MONROVIA NURSERY COMPANY QUALITY FOR MAINTAINING ADEQUATE PROTECTION FOR ALL PLANTING AREAS. ANY DAMAGED DISCREPANCY EXIST, NOTIFY THE LANDSCAPE ARCHITECT PRIOR TO START OF WORK. OR EQUAL. THE LANDSCAPE ARCHITECT WILL APPROVE ALL PLANT MATERIAL WHEN AREAS SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. SPOTTED FOR PLANTING, AND WILL NOT HESITATE TO REJECT ANY MATERIAL OF 9. CONTRACTOR SHALL MAKE POINT(S) OF CONNECTION AS NOTED ON THE PLANS. QUESTIONABLE QUALITY, OR OF LESS THAN THE LARGEST REASONABLE SIZE MATERIAL AVAILABLE. ALL SPECIMEN MATERIAL TAGGED BY THE LANDSCAPE ARCHITECT FOR THIS 10. IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR CONNECTING 120 VOLT SERVICE PROJECT WILL BE AVAILABLE AT VALLEY CREST NURSERY, SEA TREE NURSERY, OR HYDROSEED NOTE: TO THE CONTROLLER; ELECTRICAL POWER WILL BE PROVIDED BY OWNER AT THE OTHER SOURCE EQUAL IN QUALITY. CONTRACTOR SHALL PURCHASE TAGGED MATERIAL, CONTROLLER LOCATION SHOWN ON THE PLANS. ARRANGE DELIVERY, PAY FOR SAME, AND INSTALL PER PLAN. MIXING OF HYDROSEED SLURRY SHALL BE PERFORMED IN A TANK WITH A BUILT-IN 11. ALL WIRES SHALL BE SOLID COPPER, PLASTIC INSULATED, U.F. DIRECT BURIAL WIRE. 6. THE LANDSCAPE ARCHITECT SHALL APPROVE THE LOCATION OF ALL OF THE ONE CONTINUOUS AGITATION AND RECIRCULATION SYSTEM OF SUFFICIENT OPERATING ALL COMMON WIRE SHALL BE AWG #12 WHITE; ALL CONTROL WIRE SHALL BE AWG GALLON, FIVE GALLON, AND FIFTEEN GALLON PLANT MATERIAL AS APPROXIMATELY CAPACITY TO PRODUCE A HOMOGENOUS SLURRY OF FIBER, M-BINDER, SEED, #14 RED OR BLACK. CONTROLLERS SHALL HAVE SEPARATE COLOR CODED COMMON SPOTTED IN THE FIELD BY THE CONTRACTOR. ALL BOXED MATERIAL SHALL BE FERTILIZER, AND WATER. WIRES WHEN TWO OR MORE CONTROLLERS ARE ON PROJECT. STAKED FOR LOCATION APPROVAL PRIOR TO PLANT PIT EXCAVATION. PRIOR TO PLANTING, THE OWNER'S REPRESENTATIVE WILL SELECT THE BEST SIDE AND FACE ALL SEED MIX: 80% 'FALCON', 'REBEL', OR 'MARATHON' TALL FESCUE AND 'PENNANT' 12, ALL CONTROL WIRES AND IRRIGATION PIPE LINES THAT RUN UNDER PAVING SHALL BE SPECIMEN TREES. PERENNIAL RYE ENCASED IN SCH 40 PVC PIPE SLEEVES. SLEEVES SHALL BE SIZED ACCORDING TO 7. TREE TIES SHALL BE "TWIST-BRACE" AVAILABLE FROM 'V.I.T. COMPANY' OF ESCONDIDO, APPLICATION: 400 LBS/ACRE TALL FESCUE, 50 LBS/ACRE PERENNIAL RYE, 1611 THE CHART ON THE PLANS. CA (619) 480-6702. INSTALL PER MANUFACTURER'S SPECIFICATIONS. USE WOOD LBS/ACRE CELLULOSE WOOD FIBER MULCH, 87 LBS/ACRE ORGANIC BINDER, 196 ACRE 10-10-10 FERTILIZER 13. FINAL LOCATION OF CONTROL VALVES SHALL BE APPROVED IN THE FIELD BY THE LBS SCREWS ONLY FOR WOOD STAKES, USE THRU BOLT FOR METAL STAKES. / LANDSCAPE ARCHITECT OR THE OWNER'S AUTHORIZED REPRESENTATIVE. 8. ALL GROUND COVER AS NOTED IN THE LEGEND SHALL BE ROOTED TIP CUTTINGS HYDROSEED SLURRY SHALL BE APPLIED UNDER HIGH PRESSURE EVENLY AND 14. CONTRACTOR SHALL HEAT BRAND VALVE NUMBERS ON INSIDE AND OUTSIDE OF ALL FROM FLATS OR LINERS UNLESS OTHERWISE SPECIFIED, AND SHALL BE PLANTED IN RESULT IN A UNIFORM COAT ON ALL AREAS TO BE TREATED. CARE SHALL BE VALVE BOX LIDS. STAGGERED ROWS CONTINUOUSLY UNDER ALL TREES AND SHRUBS IN THE AREAS AS EXERCISED TO ASSURE THAT ALL PLANTS IN PLACE ARE NOT SUBJECTED TO THE DESIGNATED ON THE PLANS AND AT THE SPACING INDICATED IN THE LEGEND. ALL DIRECT FORCE OF THE APPLICATION. SLURRY SHALL BE IMMEDIATELY REMOVED 15. ALL BRASS OR GALVANIZED CONNECTIONS SHALL BE COATED WITH TEFLON TAPE OR GROUND COVER AND SHRUB AREAS SHALL HAVE A MINIMUM DEPTH OF 2" SHREDDED FROM WALKS, PAVEMENT, STRUCTURES, AND GROUND COVER AREAS THAT ARE LED-LUBE JOINT COMPOUND (OF APPROVED EQUAL). ALL PVC THREADED Underground Service Alert WALK ON BARK MULCH, 1" IN DIAMETER. INADVERTENTLY SPRAYED. ALL BARE SPOTS SHALL BE RESEEDED BY THE CONNECTIONS SHALL BE COATED WITH TEFLON TAPE. CONTRACTOR WITHIN 15 DAYS. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL Call: TOLL FREE 0 9. TO ALL PLANTING AREAS AND PRIOR TO IRRIGATION SYSTEM INSTALLATION, CROSS RIP RESEEDED AREAS FOR AS LONG AFTER SEEDING AS NECESSARY, UNTIL ACCEPTABLE 16, ALL PVC SOLVENT-WELD CONNECTIONS SHALL BE MADE WITH SOLVENT-WELD o O� Q OR OTHERWISE TILL 12" DEEP. AFTER CROSS RIPPING, ROTO-TILL SOIL PREP GERMINATION AND ESTABLISHMENT IS REALIZED AND APPROVED BY THE OWNER'S MATERIALS AS RECOMMENDED BY THE PIPE MANUFACTURER. SOLVENT-WELD PRIMER o Cj AMENDMENTS 6" DEEP (SEE SOIL PREP / BACKFILL NOTE). AUTHORIZED REPRESENTATIVE. SHALL BE APPLIED AT ALL CONNECTIONS. I-�O� I 227-2600 00 TWO WORKING DAYS BEFORE YOU DIG Planting Notes G Hydroseed Notes H Irrigation Notes - - MS 3776 IP 990145 QF g NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR THE AREA 3750 University Avenue Q NOTE: WITHIN THE RIGHT OF WAY ONLY. SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-LANDSCAPE Suite 175 BENCHMARK: TRACT NO. 28754 SHEET NO. j WORK CONTAINED WITHIN THESE PLANS TRANSPORTATION DEPARTMENT Riverside, CA 92501 COUNTY OF RIVERSIDE J SHALL NOT COMMENCE UNTIE AN P�FASpr�! AP ROVED BY: �� (909) 369-0700 J ENCROACHMENT PERMIT AND/OR A L -8 Py 1,-, Fax (909) 369-4039 = GRADING PERMIT HAS BEEN ISSUED. �; �¢ .. M EN I FEE HILLS LLJ w m � c e-mail: comworksOpe.net THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR s NO. 33950 H D A. HM P.E. DATE �y gna/ ure „� �� CHIP 990521 PLANTING DETAILS � ' l�U http://www.pe.not/comworks JOB NO. ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. EXP. 8-30-02 R.C.E. 3395 P. 6-30-02 N a e Q W IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR �ql CIV1V ,p �q �� PREPARED BY: 211 O SCALE: r0F,1SHEETS DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE DATE BY MARK APPR. DATE FCic' / FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS REVISIONS CAUL �� cp_�� KTB TIM R.L.A. FOR: W.O. FILECOUNTY -� UNION LL FOR APPROVAL BY THE COUNTY. ENGINEER COUNTY RECOMMENDED DATE EXP. DATE 4/18/00 NSA W. L. HOMES, LLC FILE N0.9/9 LEGEND AND QUANTITIES STREET LIGHTING PLAN O INSTALL 120 VOLT, 55 WATT, L.P.S.V. 8000 LUMEN STREET LIGHT PER COUNTY OF RIVERSIDE STD. 1000. NEWPORT ROAD 3 EACH FOR LA LADERA ROAD 23 EACH • STRTALL EET LIGHHT P�RT,C0U3N�yWA��F, RIVERSIDE 2STD� LUMEN HONEYRUN ROAD 8 EACH MS 3776 GENERAL NOTES - F• s� 1 . ALL WORK SHALL CONFORM TO THE MOST CURRENT REQUIREMENTS OF f t4 THE COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT, IMPROVEMENT ��_' S� STANDARDS AND SPECIFICATIONS, COUNTY ORDINANCE NO. 461 AND SUBSEQUENT AMENDMENTS. 2. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO J` APPLY FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN I THE COUNTY'S RIGHT-OF-WAY. -'\ 0 3. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT (800) 227-2600 AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION. THE CONTRACTOR ACCEPTS ALL L RESPONSIBILITY FOR ANY AND ALL DAMAGES TO EXISTING UTILITIES. 66 2E)' ,',-1_,21-j1 � t 1 t �•, \� i4 \ J E f - ,° PO 10 O y U T U R PAR-rK LA D E R A ` 6 i O 5 ��, 4 Z , 33 6 [ f j ! 5 � � � � 1 I� 10 12 114 ` I B k 1 �_.._.._-_- .-__i_ l v E � 1615 y 1 i E y ___-___, .�d..__.w z�_ _ 1 ! I 7tl _. r C 1 ' f,a P19 0 \ Jf 21 ` 4 ' 1� f 23 F �- 2 6 2 7 CANYONi' � �, ,.r" SECONDARY 2 8fiv LA r �I SINO r " ACCESS ROAD ,) a7 'A ....._ �pERA SUN Cr Y ra �J Underground Service Alert GP F RF rpGpc Call: TOLL FREE ht o , 1 -600 227-2600 � VICINITY MAP TWO WORKING DAYS NOT TO SCALE BEFORE YOU DIG SECTION 36, TOWNSHIP 5 SOUTH, OWNER / DEVELOPER RANGE 3 WEST NEW VVEST y SCALE: 1" = 100' PROPERTIES 369 SAN MIGUEL DRIVE, SUITE 375-A 0 50' 100' 260' 300' 400' NEWPORT BEACH, CA 92660 (949) 640-6420 * FAX: (949) 640-6484 IP 4 WORK CONTAINED WITHIN THESE PLANS M S 3776 SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER CSL ENGINEERING, INC BENCHMARK: SHEET NO. SHALL NOT COMMENCE UNTIL AN QROFESS/pN TRANSPORTATION DEPARTMENT QROFESS/p ENCROACHMENT PERMITPHAS PERMIT I�SU D. ��O�o A, pT�� p �o A, Scq� 11651 STERLING AVENUE, SUITE E RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION APPROVED BY: CO��P �9ti�c� RIVERSIDE, CALIFORNIA2 FAX 03 OF 909 785-5180 IRON PIPEO&TTAG MARKED COUNTYEN CAP WELL MON. COUNTY OF RIVERSIDE 1 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ca x m 6 � y rn ( ) ( ) ` ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN IN HEREON. LIJ 33950 -:a o_ "' ELEV.= 1425.152 IN THE EVENT OF DESCREPANCIES ARISING AFTER COUNTY APPROVAL * Exp. 6/30/02 * 3 /O * Expo 12/31/01 * � R.C.E. NO. 25917 STREET LIGHTING PLAN OF 2 SHTS OR DURING CONSTRUCTION THE PRIVATE ENGINEER SHALL BE �S' DATE J' 1 RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND MARK BY DATE APPR. DATE q CIVIL O��Q "CR/II,*1AA/ 07�Wf 6 0 9TF. CIVIL o��P EXP. 12 31 Ol SCALE: REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER REVISIONS COUNTY CF CALIF CF CA1�F DATE: 3-3-oo FOR: W.O. COUNTY RECOMMENDED DATE RICHARD A. SCIANNI H: 1 =100' V: FILE NO.9/ 11 JN506/03-01 -99/506MSSTLT.DWG/S:100 l LEGEND STREET LIGHTING PLAN O INSTALL 120 VOLT, 55 WATT, L.P.S.V. 8000 LUMEN STREET LIGHT PER COUNTY OF RIVERSIDE STD. 1000. • STREET LIGHT PEERT,COUNTY OFF RIVERSIDE STD LUMEN FOR MS 3776 SECONDARY ACCESS ROAD T T INA P 2 2 2 8 T T INA a 2 BY 59 4�1 03 loll i 00 99 98 96 95 94 06 1 # w 1 I s w 1J 7 f i 3 ,Cc � fl V � 0i 3 081, V) r i 77 i HONEYRUN ROAD 12 . `'1 `t �° � r �` NE �, 77 ��' LJ `�` vA `� 7 it 1-`� T A T T ,— A L IM, \JV,D, R L i\_A L j\J 1\1 T 74 7 3 %'�� 78 z V J V `4 •41 _ \ oy J y O �` \ _ ` __. U 4 79 i 80 81 I �I \I - _ l 8 1 8 84 -` o b-1 r, r,h/1, 2 E3D 2-J85 a J / 86 i 7 LL, I � 8 { 1 8 C J90 � b-1 Underground Service Alert 4Pyge o yO6oc Call: TOLL FREE 1 —800 93 227-2600 I TWO WORKING DAYS BEFORE YOU DIG 94 OWNER / DEVELOPER "G" STREET NEW WEST MATC H LI N E SEE SHEET 1 SCALE: 1' - 100, PROPERTIES o 50� ,00° 200' 300' 400' ERBIE960TE 375-ANWPOT ACH, DRIVE (949) 640-6420 * FAX: (949) 640-6484 I P 990145 SEAL-COUNTY SEAL-ENGINEER CSL ENGINEERING WORK CONTAINED WITHIN THESE PLANS COUNTY OF RIVERSIDE * INC BENCHMARK: SHEET NO. MS 3776 SHALL NOT COMMENCE UNTIL AN QROFESS/p TRANSPORTATION DEPARTMENT QROFESS/pN GRADING PERMITPHAS PERMIT ISOR ASUD. ��`�� A °Tti �Fy APPROVED BY: �ti��o��° n S°�9<<ny RIVERSIDE, CALIFORNIAU92503TE E OF NEWPORT D.1& LIINDENBERGER4-63 IN THE E RD. TERSiCTION COUNTY OF RIVERSIDE 2 z (909) 785-5122 * FAX (909) 785-5180 IRON PIPE & TAG MARKED COUNTY IN CAP WELL MON. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR Y m cD m ti ASSI�tING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN IN HEREON. 33950 m ``' i, ELEV.= 1425.152 STREET LIGHTING P LA N No. 25917 . IN THE EVENT OF DESCREPANCIES ARISING AFTER COUNTY APPROVAL * Exp. 6/30/02 * / * Exp. 12/31/01 * PREPARED BY: R.C.E. NO. 25917 OF 2 SHTS 'OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE `P� CIVIC �Q DATE `r� CIVIC �� EXP. 12 31 01 RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND MARK BY DATE 1APPR. DATE '9lF 0�� C KI ErMAN 67 MV%° OO 9T�` pR� SCALE: FOR: W.O. COUNTY REVISING THE PLANS FOR APPROVAL BY THE COUNTY. REVISIONS OF CALIF pF CA1�F ENGINEER COUNTY DAB' 3-3-oa H: 1"=100' V: RECOMMENDED DATE RICHARp A. SCIANNI FILE NO.9/oewu JN506/12-21 -99/506MSSTLT.DWG/S:100 QUANTITY ESTIMATE GENERAL NOTES CONSTRUCTION NOTES BY CONTRACTOR BY COUNTY CANYON LEGEND O 1 PAINT 8" SOLID WHITE LINE PER CALTRANS STD. PLAN A20D, DET. 38A (BY COUNTY) 150 L.F. 1 . TRAFFIC STRIPES, PAVEMENT MARKINGS AND RAISED PAVEMENT MARKERS PER LAK5_ rI SINME SECONI 4" DOUBLE YELLOW O APPLY THERMOPLASTIC ARROW MARKING PER CALTRANS STD. PLAN NO. A42A 2 EA. CALTRANS TRAFFIC MANUAL, STANDARD PLANS AND SPECIFICATIONS, LATEST EDITION. ACCESS RW w SIGN O3 REPLACE W31 SIGN AND TYPE N-RED SIGN ON BARRICADE WITH W57 SIGN (BY COUNTY) 4 EA. 2. ALL SIGNS SHALL BE STANDARD SIZE UNLESS OTHERWISE NOTED ON PLANS. SIGNS SHALL BE INSTALLED ON 4" X 4" WOOD POSTS WITH ANCHOR BLOCKS EMM 12" SOLID WHITE STRIPE 4O INSTALL W-18 WARNING SIGN (BY COUNTY) 1 EA. UNLESS OTHERWISE NOTED ON THE PLAN. ti 5 INSTALL R1 STOP SIGN BY COUNTY 1 EA. 3. ALL STRIPES, SIGNS, AND PAVEMENT MARKINGS SHALL BE REFLECTORIZED. � p STOP SIGN O ( ) STENCILS FOR PAVEMENT MARKINGS SHALL MATCH COUNTY FEDERAL METRIC CI • TYPE "L" MARKER O APPLY 12" WHITE THERMOPLASTIC STRIPE PER CALTRANS STD. A24E (BY CONTRACTOR) 22 L.F. STANDARD STENCILS EXACTLY. ALL STRIPING AND MARKING DETAILS SHALL SUN CITY 7O INSTALL R1 STOP SIGN ON STREET NAME SIGN POLE (BY COUNTY) 1 EA. MATCH CALTRANS STANDARD PLANS DETAILS. EXIST. 4" YELLOW 4. ALL CONFLICTING STRIPES AND PAVEMENT MARKINGS SHALL BE REMOVED BY 8O APPLY THERMOPLASTIC "STOP" LEGEND PER CALTRANS STD. A24D (BY CONTRACTOR) 1 EA. SANDBLASTING OR GRINDING. CONFLICTING SIGNS AND RAISED PAVEMENT jyjrryr 4" YELLOW 9O PAINT 4" YELLOW, USE PATTERN 7-17 SKIP PER CALTRANS TRAFFIC MANUAL (BY COUNTY) 2,544 L.F. MARKERS SHALL BE REMOVED. ALL REMOVALS OF SIGNS AND MARKINGS SHALL STOP STOP LEGEND 10 PAINT 4" DOUBLE YELLOW PER DETAIL 21 OF CALTRANS TRAFFIC MANUAL 864 L.F. BE THE RESPONSIBLITY OF THE DEVELOPER OR APPLICANT. �QO (FIGURE 6-4) (BY COUNTY) 5. PAINTED TRAFFIC STRIPES AND PAINTED PAVEMENT MARKINGS (IF ALLOWED) SHALL BE APPLIED IN TWO COATS. PAVEMENT MARKINGS SHALL BE APPLIED IN �5G0 �, 11 PAINT 4" SOLID YELLOW LINE PER CALTRANS STANDARDS (BY COUNTY) 700 L.F. THERMOPLASTIC FORMAT UNLESS APPROVED OTHERWISE. 6. ALL REMOVED SIGNS SHALL BE SALVAGED AND DELIVERED TO THE COUNTY YARD VICINITY M A P AS DIRECTED BY THE COUNTY INSPECTOR ON THE JOB SITE. NOT TO SCALE 7. THE COUNTY INSTALLS SIGNS, AND PAINTED LANE LINES. INSTALLATION OF SIGNING AND STRIPING SHALL BE IN ACCORDANCE WITH THE APPROVED PLAN SECTION 36, TOWNSHIP 5 SOUTH, RANGE 3 WEST WITH ALL INCURRED COSTS BORNE BY THE DEVELOPER OR APPLICANT. THE COUNTY RESERVES THE RIGHT TO REQUIRE ALL WORK TO BE DONE BY CONTRACTOR. S 8. DESIGN SPEEDS AS PER COUNTY STD. 114: NEWPORT ROAD (66' R/W) 40 M.P.H. LA LADERA ROAD (66' R/W) 40 M.P.H. HONEYRUN ROAD (88' R/W) 50 M.P.H. v T JU _pF_ -rl-\R f� STA. 24+35.56 EC o. W EDGE OF PAVEMENT �� _ i — — 22+00 23+00 24+00 — _ -_ FUTURE C & G uREC &. G —, 21+00 25+00 2s+oo - - - - - _ _ _ _ _ N F FADER — Q QOk00 9 A 9 coo M N �-�.— 27+ _ — Z � - _ 28+00 �F .N �.-P` REETE IMPROVE ENT ROAD 9 29 00 O W c�,yo R� 1gk� G LANS (MS 377 ) R/W 2�+• s C 0 13 12 � & � � 14 1 1 G o �O k� 10 y � 9 � � 16 8 W k < w / + w � 17 5 do �, 4 M w 3 N JPi <O 11 1 19 9 20 - �� 21 T T E)57 l J— r � J ir.tp22 -2 qr_ .4 tL \ 23 �- 24 G � / O� 1 y X 90 11 ( \ \ x \ ti0 2 5 \ �\ STA. 14+48.81 LA LADERA ROAD _ r-) STONEY LANE r 26 � ��5� k � S � tib L A ROAD , 0 ,� 11 27 MATCHLINE STA. 1 1 + 00 . 00 y � ° SEE ABOVE till 2,28 C? ` 22' 22' 10+35.00 BEGIN 2 3 4 o '' STREET NAME SIGN PER 4 YELLOW �T' �� 7 11 �� EDGE OF PAVEMENT f�s'� R/W STRI=ET IMPROVEMENT PLANS 2 � R/W 0 R/yy 2 9 `�r' EXIST. STRIPING CURB LINE 10 2 10 JO 10 CURB LINE EXIST. STRIPING �J (J --- 3+ - ---- - ---- -- N 6 N : 11 ^ - ---I -- -- ------- Underground Service Alert �i +o— 4+0 "' �' S+oo N : ; N' 10 00 — + — M — __ — — — — — �► - N ; '� 12+00 13+00 14+00 in :15 00 16+00 _� N _ 1 - p --------M------- N _ N 9+00 14 ------ ORE yo - - - 6+00 7+ 8+00 U� o °off Call: TOLL FREE Zo 10 1 -800 Z 7—2 6 0 O o EDGE OF PAVEMENT 12 2' EDGE OF PAVEMENT 1 0 R W x Lj IMPROVEMENTS PER o =EDGE OF PAVEMENT R/W EXISTING EDGE W NEWPORT / U 0 W R/w J 3 ROAD 3 OF PAVEMENT TWO WORKING DAYS CD >- o o >- STREET IMPROVEMENT w o O o BEFORE YOU DIG + w 0_ a. a_ W PLANS (MS 3776) }J cn z z JLLJ W W J W M LLJ m a. w O � � z O O m O LD O —j r M W w O O W 0 2 1= O = 0 O O O O Z O m _ > Cn C9> 4 In o Ln �- N E- E- Ki o o E- C5 Y o i- a o a z a 00 O F- 00 a- Z 00 N 00 M CD O p a0 p(n 0, a- C Y P:d d x N N z W Q ri 0 + + x + I—(n + + O + fn(n U_ OWNER DEVELOPER + X + + W + W o o �* N z o x o W 1� _ 00 H J Cf) J �- Z Ft'� .- W NEW VVEST » > wp a =pw zw 11 z � Z LLJ w o_a zw o_ o zoo SCALE. 1 = 60 rn m V) cn m cn W m cn W cn c cn m cn 4141 in w m 6) w V) W w FFROPERTIlSl 369 SAN MIGUEL DRIVE, SUITE 375-A 0 30' 60' 120' 180' 240' NEWPORT BEACH, CA 92660 (949) 640-6420 * FAX: (949) 640-6484 NOTE, SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER CSL ENGINEERING, INC . RIVE CO. .M M-48-69 DESCRIBED reED AS FOLLOWS:WORK CONTAINED WITHIN THESE PLANSM S 7 SHEET N0. SHALL NOT COMMENCE UNTIL AN QROFESS/pN TRANSPORTATION DEPARTMENT 00FESS/p4, 0.7 MILES EAST ON NEWPORT RD. FROM GOETZ RD., ENCROACHMENT PERMIT AND/OR A �O A, p q� �p o A, s �� 11651 STERLING AVENUE, SUITE E 85' �{ of NEwPORT RD. 24' NORTH of POWER POLE COUNTY O F RIVERSIDE GRADING PERMIT HAS BEEN ISSUED. �,� �4.� T Fy APPROVED BY' ��P� ciy FZ RIVERSIDE, CALIFORNIA 92503 2153M IN A NORTH-SOUTH POWER LINE 16' EAST OF THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR Y m (909) 785-5122 * FAX (909) 785-5180 ' 2 Z z A DIRT ENTRANCE TO A RANCH, 1 EAST OF DOWN GUY, ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN IN HEREON. 33950 r No. 25917 �'' 1 NORTH OF A MARKER POST, SETA ®BASS DISK IN IN THE EVENT OF DESCREPANCES ARISING AFTER COUNTY APPROVAL �. Exp. 6/30/02 * II /4 Zen *. Exp. 12/31/01 THE TOP OF A CONCRETE POST. ELEV.- 1401.771 INTERIM S of 2 SHTS OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE �!' DATE s PREPARED BY: R.C.E. NO. 25917 t RESPONSIBLE FOR DETERWNING AN ACCEPTABLE SOLUTION AND MARK BY DATE APPR. DATE q CIVIC P CIVI% �� (E)P. 12 31 01 SCALE: AS SHOWN REVISING THE PUNS FOR APPROVAL BY THE COUNTY. REVISIONS OF CAL\F0� C� ��/ �d �c'pF GAO S - FOR: W.O. COUNTY ENGINEER COUNTY ATE DATE: 3-3-00 H: 1"-60' V: N/A FILE NO. RECOMMENDED D RICHAR A. IANNI ' JN506/03-01 -00/506STRIP1 .DWG/S:60