The URL can be used to link to this page

Home My WebLink AboutSIP DEXTER AVENUE L.A. FITNESS CENTER GENERAL NOTES STREET IMPROVEMENT PLAN Ia. IT SHALL BE RESPONSIBILITY OF n�E DEVELOPER/OWNER OR CONTRACTOR TO APPLY 70 TIE RIVERSIDE COMITY TRANSPORTATION `- DEPARTAENT, PERMIT SECTION, FOR AN ENCROACMIENT PERMIT FOR 17. THE DEVELOPER SHALL BE RESPONSIBLE FOR TIE INSTALLATION OF ADDITIONAL LSIroRE a° ALL WORK PERFORMED WITHIN PUKIC RIGHT CF-WAY, DEDICATED AND SIGNS AAD MARKINGS NOT INCLUDED IN THE SIGNING ANC STRIPING PLAN WITHIN THE DEXTER AV E N!,�E 2' COLD PLANE CEAErERY 1Qa �2s� Pi ACCEPTED FOR PUBLIC USE, AND TO BE RESPONSIBLE FOR PROJECT AREAS, OR ON ROADWAYS ADJACENT TO THE PROJECT BOUNDARIES, 1PON THE SATISFAC70RY COMPLIANCE FOR ALL CURRENT ENVIRONAIOENTAL REOUEST OF THE DIRECTOR OF TRANSPORTATION OR HIS DESIGNEE TO IMPROVE , ITE 4 REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THIS TRAFFIC SAFETY ON THE ROADS UNDER THE JURISDICTION OF THE DEVELOPER. L■A� FITNESS CENT E R z _ P� PROJECT. ADDITIONAL STUDIES AAD/OR PERMITS MAY BE REQUIRED. 18, EXISTING STORM DRAIN PIPES/CULVERTS (WhE7HER TO BE CON"ECTED TO, COUNTY OF RIVERSIDE CALIFORNIA PROPOSED A.C. �, o o g t5 PPS k c 1b. PRIOR TO ANY CONSTRUCTION, rIE DEVELOPER/OWNER SHALL PROVIDE EXTENDED, ADJUSTED, DRAINED TO, OR JUST IN THE PROJECT VICINITY)MUST BE ' c� FP THE COUNTY OF RIVERSIDE WITH A COPY OF 7IE'AA91, WITH A VALID REPAIRED, AID/OR CLEANED r0 MAKE THEM FUNCTIONAL AND ACCEPTABLE AS CITY o LA SINa7E WDID NUEER. DIRECTED BY THE TRANSPORTATION DEPARTMENT - ----'r 2. THE CONb7RACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF A - � I - PROPOSED BASE EXISTING BASE 4y 19. STREET LIGHTS SHALL BE INSTALLED IN ACCORDANCE WITH APPROVED STREET LIGHT PLAN. _- - �y THE PROPOSED WORK AREA, AND RELOCATION COSTS OF ALL EXISTING , UTILITIES. PERMITTEE ANl/ST INFORM COUNTY CONSTRUCTION ENGINEERS NOTICE - - SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINMIING OF CONSTRUCTION. 1.SPECIALITY CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE " 14 COLD PLANE DETAIL PHONE (951) 955-6790 1 N.T.S. Q.�. RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION, � I J. THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO IACLUDING SAFETY OF ALL PERSONS AND PROPERTY, THIS REQUIREMENT SHALL APPLY _ II C/L ° COUNTY STANDARD NO. 816. COIVTIAUIOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL � P,7LYCITY OF LAKE ELSINORE- COUNTY OF RIVERSIDE PLY DEFEND, INDEMNIFY AND HOLD THE OWNER AID ENGINEER HARMLESS FROM ANY AND ALL /L 4. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RIVERSIDE LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE of WORK ON THIS fl 50 VICINITY MAP COUNTY TRANSPORTATION DEPARTMENT IMPROVEMENT STANDARDS AND I 32' NOT TO SCALE PROJECT EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER SEC.31, 7.SS., R.4W SPECIFICATIONS, LATEST EDITION, COUNTY ORDINANCE NO. 461 AND QR ENGINEER. ; M 20' 3o' S<�SEQUENT AMENDMENTS. 2.ALL GU�JERGROUND UTILITIES OR STRUCTURES, REPORTED OR FOUND ON PUBLIC RECORDS, 8' 12 20' >0' 5. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER r0 NOTIFY THE ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT, THE OWNER, BY ENGINEER 70 INSTALL STREET CENTERLIN MONUMENTS AS REQUIRED ACCEPTING THESE PLANS OR PROCEEDING WITH TIE IMPROVEMENTS HEREON, AGREES TO 6 SIX, 4' BY RIVERSIDE COUNTY ORDINANCE NO. 461. ASaW LIABILITY AND HOLD THE ENGINEER HARAEESS FOR ANY DAMAGES RES1A_TING _ 6. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE FROM TIE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED OR i 2% tB 2X -p� , INDICATED ON PUBLIC RECORDS, OR THOSE CONSTRUCTED AT VARIANCE WITH REPORTED _ ASSESSORS PARCEL NO.: PRIOR TO PAVING THE STREET, 1ACLUDING, BUT NOT LIMITED TO, THE - --- ` 2 1 MAX. FOLLOWING: SEWER, WATER, ELECTRIC, GAS, STORM DRAINS. OR RECORD LOCATIONS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY ` �� 377-090-025, 377-090-026, 377-090 027, 377 090 028 MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER FOUND AT ' ♦� N ' / LEGAL DESCRIPTION 7. CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED TIE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF 1 i 1" °" CRANE STREET SECTION LEGEND PARCELS 1, 2, 3, AND 4 OF PARCEL MAP 8434 AS SHOWN AND CONSTRUCTED ACCORDING TO COUNTY STANDARD AID. 207, ALL UTILITIES OR STRUCTURES COWERNED BEFORE STARTING WORK. - _m_ -� ACT TO SCALE AS DIRECTED IN THE FIELD. 3.THf ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR 1 NO EXISTING IMPROVEMENTS BY MAP ON FILE IN ROOK 32, PAGE 89 OF PARCEL MAPS, TRACT BOUNDARY IN THE RECORDS OF RIVERSIDE COUNTY CALIFORNIA, 8. IT SHALL BE THE RESPONISIBIL77 UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. Y OF THE CONTRACTOR OR ALL CHANGES TO THESE PLANS ! � � � � � __/ ��BOUNDARY � RIGHT OF WAY EXCEPTING FROM PARCEL 4 THAT PORTION CONVEYED TO THE G AND MUST BE APPROVED BY THE PREPARER OF \ ---- �--- DEVELOPER TO INSTALL MAINTAIN ALL CONSTRUCTION, REGULATORY, MUST BE IN WRTHIN THESE PLANS. � GUIDE AAD WARNING SIGNS WITHIN THE PROJECT LIMITS AND ITS 4.QUANTITIES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES ONLY. CONTRACTORS ' 1► / I LOT LINE STATE OF CALIFORNIA A DEED RECORDED J. 728, 13, SHALL BE RESPONSIBLE FOR VERIFYIN5 ALL QUANTITIES PRIOR TO BIDDING FOR g _ S7T7EE1 7R SZAPf PL CENTERLINE 1978, IN SAID RECORDS, AS INSTRUMENT W. 7.285, SURRONJDINES TO PROVIDE SAFE PASSAGE FOR THE TRAVELING PUBLIC ® - ------- - -- ---- -� DESCRIBED AS FOLLOWS• AND WORKERS UNTIL TTE FINAL COMPLETION AID ACCEPTANCE OF THE CONSTRUCTION. Pl� 87/34 LOT NUMBER PROPOSm III 7 TREE PER LANDSCAPE PLANS PROJECT BY THE COUNTY, A TRAFFIC CONTROL PLAN MAST BE SUBMITTED � WI CURB RAMP OWNER//APPLICANT FOR REVIEW AID APPROVAL PRIOR TO OBTAINING AN ENCROACHMENT PERMIT, STORM DRAIN MAINTENANCE h CONCRETE SIDEWALK CALIFORNIA GRAND INVESTMENTS, LLC RESPONSIBILITY TABLE '� �E �9 ® ASPHALT CONCRETE PAVEMENT 15 ENTERPRISE, SUITE 130 9. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOILS TESTS SHALL __ \ y o ALISO VIEJO, CA 93656 BE TAKEN AFTER ROUGH GRADING TO DETERMINE THE EXACT STREET RESPONSIBLE LINE _STATION NPa® i Q1� ® COLD PLANE PHONE (949) 916-2300 SECTION REQUIREMENTS. USE STANDARD AD. 401, IF EXPANSIVE SOILS COUNTY OF RIVERSIDE LINE A 10+00.00 TO 11+64.11 .� / -4 FIRE HYDRANT CONTACT ✓9) GUELL a ARE ENCOUNTERED. CITY OF LAKE ELSINORE LINE A 11+64.11 TO 12+39.05 ) e,� SIGN COUNTY OF RIVERSIDE LINE B 10+0000 TO 11+38.78 ---,��... - �°°- oMe MA Box REPRESENTATIVE . 10. ASPHALTIC EMULSION(FOG SEAL) SHALL BE APPLIED N07 LESS - _� • THAN FOURTEEN DAYS FOLLOWING PLACEMENT OF ASPHALT SURFACING PRIVATE LINE B 17+38.78 TO 12+19.05 WATER METER TR DESIGN GROUP, ARCHITECTURE RIVE - -- - 8308 MAGNOLIA AVENUE SUITE 4 FOG SEAL AND PAINT BINDER SHALL BE APPLIED AT A RATE OF 0.05 �# 0CTV8 CABLE TELEVISION BOX COUNTY OF RIVERSIDE LINE C 10+00.00 TO 10+14.33 =ti _ e it EISYNORF- RIVERSIDE, CA 92504 0.03 GALLON PER SQUARE YARD RESPECTIVELY, ASPHALTIC EMULSION COUNTY OF RIVERSIDE LINE D 10+00.00 TO 10+25.26 �' - p / O STREET TREE PHONE (E, C 588-1812 SHALL COIIFORM TO SECTION 37, 39 AID 94 OF THE STATE ASPHALTIC v6 -R® a FAX. (9 9 SB8-1918 EMULSION(FOG SEAL) SHALL BE APPLIED STAACARD SPECIFICATIONS. PRIVATE LINE D 10+25.26 TO 10+37.32 INDEX MAP �"� °�' "" "®' '�j C-� STREET LIGHT PRIVATE BASIN --- �`I• CONTACT: THOMAS RIGGLE 11. INSTALL STREET TREES IN ACCORDANCE WITH ORDINANCE N0. 460 ABBREVIATIONS: AND 499 (MAGNOLIA GRAMDOLFLORA, PODOCARPI/S GRACILIOR, ouERcus ILEX) CONSTRUCTION NOTES & QUANTITY ESTIMATES (STREET) A.C. ASPHALT CONCRETE SOURCE OF TOPOGRAPHY BC BEGIN CURB IW CONSULTING ENGINEERS, INC. 12. STREET LIGHTS SHALL BE INSTALLED IN ACCORDANHCE WITH THE fA CONSTRUCT 0.46'A.C. OVER 0.5'A.B. CLASS 11 (11,608 S.F.) J84 TON/215 C.Y. 8CR BEGIN CURB RETURN 3544 UNIVERSITY AVENUE APPROVED STREET LIGHTING PLAN. O PRIVATE ENGINEERS NOTE TO SPECIALTY CONTRACTOR c.L. CENTERLINE RIVERSIDE, CA 92501 TB CONSTRUCT 0,50' PERVIOUS A.C. OVER 0.83'A.B. CLASS II (12,797 S.F.) 461 TOA11393 C.Y. THE EXISTENCE AND LOCATION OF ANY UNDEIRGROUND UTILITY PIPE, CONDUITS OR STRUCTURES SHOWN ON PHONE (951) 687-2929 3. AS DE7ERM7,?ED BY THE TRANSPORTATION DIRECTOR, THE DEVELOPER DWY. DRIVEWAY THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR FAX (951) 687-2999 IS RESPONSIBLE AS A MINIMUM FOR ROAD IMPROVEMENTS TO O2 CONSTRUCT 6"CURB AND GUTTER TYPE A-6 PER COUNTY OF RIVERSIDE STD. NO. 200. 1,263 L.F. EC END CURVE NO CENTERLINE, AND MAY BE REQUIRED 70 RECONSTRUCT EXISTING KNOWLEDGE, THERE ARE EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR ECR END CURB RETURN CONTACT., FREDDY IRIANTO PAVEMENT, INCLUDING BASE, AND MATCHING OVERLAY REOUIRED'FO (�CONSTRUCT SIDEWALK PER COUNTY OF RIVERSIDE STD. N0. 401. 4,814 S.F. IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES r0 PROTECT THE UTILITY LINES SHOWN BY THESE EP EDGE PAVEMENT SCHOOL DISTRICT DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR ThE UTILITY EVC END VERTICAL CURVE MEET THE STRUCTURAL STANDARDS FOR THE CURRENT ASSIGNED O CONSTRUCT 6"A.C. DIKE PER COUVTY OF RIVERSIDE STD. W. 212. 87 L.F. PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT CONTRACTOR AGREES THAT HE SHALL ASSLW SOLE AND FL FL OWL INE LAKE ELSINORE UNIFIED SCHOOL DISTRICT TRAFFIC INDEX. 14. ONLY LANDSCAPING CONSISTING OF GRASS AND PARKWAY TREES MAY O CONSTRUCT COLD PLANE PER DETAIL HEREON. 1,100 S.F. COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS FS FINISH SURFACEPROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY THAT THIS REQUIREMENT SHALL APPLY GB GRADE BREAK UTILITY PURVEYORS BE INSTALLED WITHIN PARKWAYS ON LOCAL RESIDENTIAL STREETS 0SAWCUI AND REMOVE EXISTING PAVEMENT. 541 L.F. CONTINUOUSLY AND SHALL NOT BE LIMITED TO NORMAL WORKING HOURS' AND THAT THE CONTRACTOR HP HIGH POINT WITHOUT SEPARATE LANDSCAPE PLANS. ALL OrhER TYPES OF SHALL DEFEND, INDEMNIFY AND HOLD TIE COUNTY, THE OWNER AND THE ENGINEER HARMLESS FROM ANY LP LOW POINT WATER............ WESTERN MIAVICIPAL WATER DISTRICT LAADSCAPING IN THESE AREAS, AND ALL LANDSCAPIAG ON ALL OTHER O CONSTRUCT 10.•1 TAPER PER COUNTY OF RIVERSIDE STANDARD. 88 L.F. AID ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS O.C. ON CURB GAS.............. SOUTHERN CALIFORNIA GAS CO. PROJECT, EXCEPTING FOR LIABILITY ARISING FORM THE SOLE NEGLIGENCE OF THE OWNER DR EN(GINEER. O.G. ORIGINAL GRO/ND ELECTRIC,AL....... SOUTHERN CALIFORNIA EDISON SHALL REQUIRE SEPARATE LAAFORY E PLANS. ALL Og CONSTRUCT DRIVEWAY PER COUNTY OF RIVERSIDE STD. W. 207. 2,506 S.F./2 EACH SHOWN ON THESE DRAWINGS. TELEPHONE........ SBC CALIFORNIA LANDSCAPIIG ENCROACHMENTS SHALL CONFORM 70 RIVERSIDE COUNTY RAD. PT. RADIAL POINT "STANDARDS RELATING TO THE ADMINISTRATION OF LANDSCAPE SEWER............ ELSINORE VALLEY MUNICIPAL DISTR.`CT e ENCROACHMENTS"DATED JUE 1990. O EXISTING FENCE TO BE REMOVE. 33 L.F. ST, LT. STREET LIGHT ..,...... TAN. TANGENT CABLE CHARTER f0 . . . 15. ANY PRIVATE DRAINWGE FACILITIES SHOWN ON THESE PLANS ARE INSTALL STREET NAME SIGN PER COUNTY OF RIVERSIDE STD N0 816 1 EACH O CONSTRUCTION NOTES QUANTITY ESTIMATES (STORM DRAI TC TOP CURB SECTION, TOWNSHIP & RANGE FOR INFORMATION ONLY. BY HOSE PRIVATE FACILITIES IS IMPLIED OR SIGNING THESE IMPROVEMENT PLANS, NO i1 CONSTRUCT CROSS GUTTER PER COUNTY OF RIVERSIDE STD. N0. 209 REVIEW OR APPROVAL OF THOSE 859 S.F. 20 INSTALL 12"P.V.C. STORM DRAIN PIPE PER COUNTY OF RIVERSIDE STANDARDS (PRIVATE). 77 L.F. SEC. 31 3 T.5S., R.4W O INTENDED BY THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT. 12 CONSTRUCT BARRICADES PER COUNTY OF RIVERSIDE STD. W. 810 28 L.F. 21 INSTALL 18"R.C.P. STORM DRAIN P.TPE PER COUNTY OF RIVERSIDE STANDARDS (PRIVATE). 175 L.F. EXIST PROP. 2p INSTALL 30"R.C.P. STORM DRAIN PIPE PER COUNTY OF RIVERSIDE STANDARDS. 337 L.F. OWNER CERTIFICATE 16. CONSTRUCTION PROJECTS DISTURBING MORE THAN ONE ACRE CITY OF LAKE ELSINORE COUNTY OF RIVERSIDE E'IS PROP MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM CL 34, R/W R/W 23 CONSTRUCT CATCH BASIN PER COUNTY OF RIVERSIDE STD. DWG. 300 W=14' W/LOCAL DEPRESSION 1 EA. IT IS AGREED THAT FIELD COADITIONS MAY REQUIRE CHANGES TO THESE PLANS. (NPLES)PERMIT. OWNERS/DEVELOPERS ARE REQUIRED TO FILE A PROPOSED HALF-WIDTH 1E R/W PER STD. DWG. 311. IT 7S FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HA VE A REGISTERED NOTICE OF INTENT(N01) WITH THE STATE WATER RESOURCES CONTROL 24 CONSTRUCT MANHOLE PER RIVERSIDE L'OUNTY FLOOD CONTROL STD. DRAWING MI 251. 3 EA. CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR ADDITIONS TO THESE PLANS BOARD (SWNCB) AND PREPARE A STORM WATER POLLUTION PREVENTION PLAN VARIES 30' TO 40' JO, 4' WHICH THE DIRECTOR OF PUBLIC WORKS DETERMINES ARE NECESSARY AND (SWPPP)AND MONITORING PLAN FOR TIE SITE. EXISTING HALF-WIDTH OF R/W PROPOSED HALF-WIDTH OF R W O.O.D(OFFER OF / 25 CONSTRUCT 3'X5'RIP RAP PAD PER DETAIL SHEET 4. 2 EA./4 C.Y. DESIREABLE FOR THE PROPER COMPLETION OF THE IMPROVEMENTS. I �`�' DEDICAr10N) CITY oFLaKE ELswoRE Q 1 FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON THESE t10' TO 120' E20' 0 24' 6' 2s INSTALL 36"CMP RISER STORM DRAIN INLET PER RIVERSIDE COUNTY FLOOD CONTROL STD. DWG. 10/. 1 EA. PLANS WITHIN EXISTING COUNTY RIGHT-OF-WAY WITHIN 60 DAYS AFTER ISSUANCE D � �� APPROVE"BY EXISTING EXISTING AC 2' COLD PLANE PROPOSED AC OF THE CONSTRUCTION PERMIT AND TO PURSUE St';;H WORK ACTIVELY ON EVERY DATE 2% 2,g SIN 2�MIN' P7 CONSTRUCT 2' X 2' (BROOKS 24'X24") DROP INLET WITH KRISTAR FOSSIL FILTER. 1 EA.3.5'-4.5' NORMAL WORKING DAY UNTIL COMPLETED, IRRESPECTIVE AND INDEPENDENT OF ANY µ THESE PLANS HAVE BEEN RENEWED FOR COUPUANCE M ------ -- 2. 1 MAX. 2s REMOVE INTERFERING PORTIONS OF EXISTING 30"CMP. 5 L.F OTHER WORK ASSOCIATED WITH THIS PROJECT OR UNDER MY CONTROL. DIAL FO FORKING WITH THE APPROPRIA7E CONDITIONS OF DEVELOPMENT \ 3 F. AND OR CITY AND STA7E LAWS AND A PERMIT CAN •��iy 2 EA. BEFORE O AYS BEFORE 7 \. TL � +\�; n 29 INSTALL CONCRETE DROP INLET PER RIVERSIDE COUNTY FLOOD CONTROL STD. DWG. CB 110 YOU DIG YOU DIG BE ISSUEDvm� 5 12' TOLL FREE 1-800-227-2600 bL�r�� PROP. 30"S.D O CONSTRUCT CONCRETE ENCASEMENT ON 18"RCP. -- h. A PUBUC SERVICE BY KEN A.SEUMALO RCE 56915 EXP.DAZE 6/30/07 DEXTER AV NUE SECTION 1 EA. NAME DATE' UNDERGROUND SERVICE ALERT NOT TO SCALE 31 CONSTRUCT BASIN OVERFLOW PER DETAIL SHEET 4 EA. WDID: 8 33C344231 3 NOTE: 1 816 o READ smell aBNAI PRDC118S- 11P S 21 07 SEAL-COUNTY COUNTY OF RIVERSIDE EAL-ENGINEER WORK CONTAINED WITHIN THESE PLANS A e/Z�/12tVts6 S7oeNW*#-,+IMD SHt 4g BENCHMARK:BM Z-4103 _ _ HEET NO. �� 1'R Consulting Engineers,lac, C.U.P. 3503 I.P.P 060145 SHALL NOT COMMENCE UNTIL AN /o�o D4FhA(A6re StkCICN/A'�-SA(j'34 1 - j-p7 voe�0Fv5aFN9t TRANSPORTATION DEPARTMENT QROFEss/Dry ' RIVERSIDE COUNTY FLOOD CONTROL Civil Engineering COUNTY OF RIVERSIDE ENCROACHMENT PERMIT AND/OR A " NcHFc PPROVED BY: ��oo IRg2Fc Surveying DESIGNATION: BM Z-4103 GRADING PERMIT HAS BEEN ISSUED. w m m Land Planning CHARACTER OF MARK: 2}" p 4J02 ••2 a`O�J p No.e°s a a CALTPANS BRASS DISK STAMPED DEXTER AVENUE & CRANE STR ET * Ep1G t1-08 * Exp.iz/m/oa 31ZwersidverA9251 Te1:951.687.2999 LS 3315 CENTRAL-DEXTER PI 1980 STREET IMPROVEMENT PLAN me pawn m RM.atgnlnq Mew plme a re,pmelhle rw..waeq me«wrpo ALAN FRENCH DATE • + Riverside,CA 92501 Fax:951.68Z2999 and aee.ptmnt�y pr me dwgn hmem. In the event oI demepmpw eamnq.rC sryT civ,� ?P / '-1 sr elvly '' DATE ESTABLISHED: 5-1986 ty gpprowl a a�an em,pnm•me pawt9 mgewm anal he respmeiUe MARK BY DALE APPR. DATE °r cn��F� b_2s_o I 9T OF P� a ae-er q m mmp�eae W.N.and re mn the p a nppawl e e o PREPARED BY: FREDDY IRIA R.C.E. NO. 0 74 OF 4 SHT AUF /8 COUNTY �e mety ENGINEER REASONS �rrY COUNTY RE OMM DE DATE DATE s/07 ELEV. 1Z96.474 FOR: L.A. FITNESS CENTER W.O.: 331,001 FILE NO. i VCl S =1 I I -41 I � y * w CNELIE_ i I i w' ti r 17. G0 �j N "' o P i0 OSPsD T _ -r- , i - _ 9 PROFILE SCALE 10 11 12 13 14 15 d� 7 �� / / ,1 0 07 3/7-030-015 2 90 U ,{PN: 377-030-022 0 O � 1� -03d 019 APN' 37 3D-013(APN y7�7-D30-017 I/APN 377-0 0-0 � APN: 7 = � o� �� r` " L` 7mv OF 1298.40 T f f 1 N rn o 12 - -- --- -� C� Tr --------------------------------- L 1298.90 FL ` CURVE DATA FZ �,, -- RS PL - COUNTY OF - . DELTA RADIUS LENGTH TANGENT 3 a J 2 , RIVERSIDE % 87°1 " - t� s \no 35'36 7 25.00' 38.07' 23.83' 8 2 19 1 53.00' 32.87' 16.99' �� \ �� rn rn ��'aoz- 115°5 '07" 25.00' 50.59' 39.96' / 4 89°59'58" 15.00' 23.56' 15.00' 5 990°01'il" 23 15.00' .57' 15.01' �' \ 6 0.000, 15.00' 23.56' 15.00' 90°00'00" 15.00' 23.56' 15.00' 8 89°58'22" 15.00' 23.55' 15.00, CRANE S TREE T (PR I VA TE DRIVE WA Y) 9 90°00'48" 15.00' 23.57' 15.00' 90°00'DO" 15.00' 23.56' 15.00' 90°00'00" 17.00' 23.72' rs.84' CON RUCTION NOTES 38°17'02" 37.00' 24.72' 12.84' 1 CONSTRUCT 0.50'PERVIOUS A.C. OVER 0.83'A.B. CLASS 11. O CONSTRUCT 6"CU?B AA49 GUTTER TYPE A-5 PER COUNTY OF RIVERSIDE STD. No. 200. D 57 Ro DATEciTY of LAKE ELSNORE03 CONSTRUCT SIDEWALK PER COMITY OF RIVERSIDE STD. NO. 401. T APPROVED BY O CONSTRUCT COMMERCIAL DRIVEWAY PER COUNTY OF RIVERSIDE STD. No. 207A. HESE PLANS HauE aE�N REWEWED F cauPUA fo INSTALL STREET NAM£SIGN PER COUNTY OF RIVERSIDE STD. IJO. 816. DIAL 0 lIOREINC W TH NE APPROPRIA IE CONOI1701VS OF .1,11 ENT BEFORE AYS BEFORE ANO/OR CITY AND STA7E LAWS AND A PERAn1 CAN CONSTRUCT CROSS GUTTER PER COUNTY OF RIVERSIDE STD. N0. 209. o ao so d 60 YOU DIG YOU DIG 'E 1SZED q� / / 12 CONSTRUCT BARRICADES PER COUNTY OF RIVERSIDE STD. No, 810. SCALE.' 1"=40' TOLL FREE 1-800-227-2600 a----y a[ d/ 07 A PUBLIC SERVICE BY KEN A.SEUMALO RCE 56915 EXP.DATE 6/30/07 UNDERGROUND SERVICE ALERT NOTE: SEAL-COUNTY EAL-EN WEER WDID: 8 33C344231 3 WORK CONTAINED WITHIN THESE PLANS COUNTY OF RIVERSIDE BENCHMARK:BM Z-4103 C.U.P. 3503 I.P. 060145 SHEET N0. aoFess MANSPOWMIM DE AR'-'r' f I w Consulting Engineers be. RIVERSIDE COUNTY FLOOD CONTROL SHALL NOT COMMENCE UNTIL AN �oeN vREN4t QROFesslaN I ENCROACHMENT PERMIT AND/OR A �xPP NOyy PROVED Y: °ooY IRiy�F Civil Engineering DESIGNATION.' BY Z-4103 COUNTY OF RIVERSIDE 3 GRADING PERMIT HAS BEEN ISSUED. 'z 4�E s Surveying N 45n2 � � •G Land Planning CHARACTER OF MARK.' 2 3" CRANE STREET * Exp iz st oa No.soa7a m 3344 Unrve it Avenue el 951 687.2929 CAL BRANS BRASS DISK STAMPED: LAN FRENCH pq * E,p.tz/st/oa * Rlvefslde,CA929D1 Fax:951.687.2999 LS 3315 CENTRAL-DEXTER P1 1980 STREET IMPROVEMENT PLAN The private egn rig these plane'e esp aMe far apunng me acwra - ana aaaromMi Y or ma aeey^n«um, the erect w aoareponale, nervy a� sTgT c1vi� �" DATE ESTABLISHED: 5-1986 rrr«'cm«�`mm°ny�a; yCaem;a�[lo�a'oa��t:M`q in�gB°`an;fa;pprorwrny�` MARK BY DATE APPR. DATE FOF CAitFo� �l"TFaFCAVIFo�'�P PREPARED BY: EDDY IRI T R.C.E. NO. 60874 OF 4 SHT c me eau^tr REASONS ENGINEER couNTv R COM DED DATE DATE__#/1Vd7 ELEV. 1296.474 FOR: L.A. FITNESS CENTER W.O.: 331.001 COUNTY A) FILE NO. IvIf J i- 46.. V& NS-�-� r - -- -14 4- _F_ -4-4--i J 4-4-4�--I- A _1_� 74-4 Vc 1 00 1 2192�79 ;UL1VL �6 �c 9-p -4- i, IfT TR, L C:f- f__4 V� a, _4 -4- �n, T_ I IT- TI-7 ly 4 -T T XV. IJ VQ :='Filwirosel LU , t LI-L IT t i F _F F r+T t L-J- 4---1--1 PROFILE SCALE t - 1" 40' HORZ. I IERT- 1" 5' I I J 44 L T _f_ -ri- t ,-T I 10 11 12 13 14 15 J, s"': 1 AFN 377-030-0,15 O�0- AFN. 377-030-022 PN 377-030-01,9 APJV,377-030-C1e ARAT 377-030-017 AFj`T 377-030-016 R+2 1.90 4! 1296 19 7C 3 1295.69 FL ro-'m' 13 8 12 4.89 TC 8) [Tr OF 6 LABR 10� �18, 129 .5 4. 1 129 -12 12 & 7298.40 TC )z9 18 C1KD 298.90 FL t-22�M9_�93` t CURVE DATA C'4 �RvaRsrD>� NO. DEL TA RADIUS L TANGENT #! 6.9 FL A CL S, 1 87*15'17" 25.00' 38.07' 23.8J' �72�7 0 35*32'19" 53.00' 32.87' 16.99' FL FL rh C 50.59, J.9.96, + (3) 115*56'07' 25.00' 50.59' (4) 89*5,9'58" 15.00' 23.56' 15-00 <5� 15.01 90*01'11" 15.00' 2J.57' (6) 90*00'00" 15.00' 23.56' 15.00' 90*00 00" 15.00' 23 1 15.00' 0 40 80 120 160 89'58'22" 15 00 2J 55' 14.99' CRANE STREET PRIVATE DRIVEWA ,90'00'48" 15.00' 2J.57' 15.00' CONSTRUCTION NOTES SCALE: 1"=40' 00' 23,56' 15.00' A 0 0 I� - (�)CONSTRUCT 0.50' PERVIOUS A.C� OVER 0.BJ' A.B. CLASS 11. 2,1221 j1 L 9Q:OD�� : 7 00' 25.56- 15.00'90 00 00 5: &'1571512rl�I'IV 32 '02 1 J7.00' 24.72' 12.84' CONSTRUCT 6"CURB AND GUTTER TYPE A-6 PER COUNTY OF RIVERSIDE STD. W. 200. J8'17' @ 295�6j Tic -,95 75 To T,5 21�11 '2"Tj EL 1295,CONSTRUCT SIDEWALK PER COUNTY OF RIVERSIDE STD. W. 401. &,29, 171.. INV, 'r TOP OF 8"trayTop OF 6"CURB D I'�r��V1CITY OF LAKE ELSINORE CONSTRUCT COMMERCIAL DRIVEWAY PER COUNTY OF RIVERSIDE STD. NO. 201A W=,35' OF 6 CbRR 51 TRANSITION T1 05 INSTALL STREET NAME SIGN PER COUNTY OF RIVERSIDE STD. NO. 816. D�\\ JJ ?,o �� APPROVED BY CONSTRUCT CROSS GUTTER PER COUNTY OF RIVERSIDE STD. NO. 209. DATE UUU FL-j- J1 111AI DETAIL "A SCALE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE 12 T IRRICADES PER COUNTY OF RIVERSIDE STD. NO. 810 3 SECTION "A-A 1295 rr W TH THE APPROPRIA IF CONDITIONS OF DEVELOPMENT .54 INV. DIAL F WORU- c A11,11OR CITY STATELAWS,AND A PERMIT J2 INSTALL 4"P.V. PER COUNTY OF RIVERSIDE- D. NO. J 10 (SEE DETAIL "A ------ BEFORE AYS BEFORE ""'LIED AlOr TO SCALF PROP, YOU DIG 33 CONSTRUCT UNDER SIDEWALK DRAIN PER COUNTY OF RIVERSIDE STANDARD DRAWING NO 308. 8U38LER YOU DIG 800-227-2600 1295.55 V. 1295.59 k;�OT _T TO FREE A PUBLIC SERVICE BY KEN A.SEUMALO RCE 56915 EXP.DATE 6/30/07 34 CONSTRUCT RETAINING WALL PER PRECISE GRADING PLAN. (UNDER SEPARATE PERMIT). 1 .56 INV. \12.95 8 INV F ID: 8 33C344231 UNDERGROUND SERVICE ALERT NOTE: SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER BENCHMARK:BM Z-410J C.U.P. 3503 I.P. 060145 SHEET NO. T_t + 12, L 6 F. t TRANSPORTATION DEPARTMENT [IS RIVERSIDE COUNTY FLOOD CONTROL Engineering COUNTY OF RIVERSIDE 0 1 W Consulting Engineers,be, WORK CONTAINED WITHIN THESE PLANS _)Fis, " •Civil Eng I SHALL NOT COMMENCE UNTIL AN PROVED BY: -Surveying DESIGNATION BM Z-4103 3A ENCROACHMENT PERMIT AND/OR A CHARACTER OF MARK 2 CRANE STREET Land Planning GRADING PERMIT HAS BEEN ISSUED. N 4C; No,60874 3544 University Avenue Tel:951�681.2929 CAL TRANS BRASS DISK STAMPED: ADDED 4"P.V.C.PIPE,UNDER SIDEWALK DRAIN ExD12/31/08 Riverside.CA 92501 Fm:951,687.2999 LS 3315 CENTRAL-DEXTER P1 1980 FI 10/11/07 RETAINING WALL civ� T_LAN FITENCH sT JAiL cj ♦ AR.C.E. NO.�9874 DATE ESTABLISHED: 5-1986 STREET IMPROVEMENT PLAN OIF _SHT ENGINEER CITY COUNTY DATEJ�119�'*7 ELEV. 1296.474Lw-o3,31 Doi the q APPR. APPR.I DATE PREPARED BY: FREDDY IRI R.C. ..d MARK BY DATE TE ck� FOR: L.A.A. FITNESS CENTER DIN TY I FiCOUNTY l NO. 1' ff%, "'m the_t' Ap k rent, engineer foll b,I w"me F" REVISIONS z _j,g t qt"� y1i. h, 'l by th.-t iRrCOMMADEt DATE / SPIANKLER LEGEND STREET / SYMBOL MANUFACTIIRERIMODEL A NOZZLE RAD. PSI ROW(OPMO DETAIL NOTES H TT TQ F Van CENTERLINE / :-----IRRIGATION SYSTEM CONTINUES SHRUB HI-POP SPRAY Q T THROUGHOUT SITE. REFER TO INTERIOR ° RAINBIRD 161z $AM-pR$-s-NPEQQ/HON-SITE LANDSCAPE PLANS. Eh S'l o zo A', u-4 (1.2,4) ® RAINBIRD 1812-SAM-PRS-B-NP6 0.52 'A', LA- 15B RAINBIRD 1812-SAM-PRS-IO-NP39 0.79 'A', Lf� RANBIRD 1812-SAM-pRS-12-NP65 'A, URAINBIRD 1812-SAM-PRS-15 2 1.23 1.85 'A', U SHRUB FIXED RIBEfi SPRAY HEADS ROW V RAINBIRD PA-8S-PRS-5-NP H / / /'/ V RAINBIRD PA-BT-PRS-B-NP 4'-5' 30 .20 'B', LI-4 (1,2,4) Q/H 7' 8' 30 0.26 0.52 B', LI-4 (1,2,4) RAINBIRD PA-BS-PRS-IO-NP � �� ✓ � Q/F 9'-10• 30 0.39 1.52 B', LI-4 (1,24) Q/H/F 11'-12' 30 0.65 1.30 RAINBIRD PA- FIRS-PRS-I2-NP 2.60 B', LI-4 (1,2,4) / SFIRUB LARGE RACNUS POP-UP SPRAY FIEAD8 ONSITE IRRIGATION SYSTEM. �,��/ / • ��/ // 17'-18• 30 1.90 2.90 �� 8 C HUNTER PS-04-17-A-NP Q H F LEA SHRUB BUBBLERS / RAINBIRD 1402--NP BUBBLER 30 190 ) F . (1) IN PLANTER AREAS, USE BOTTOM INLET ONLY. (2) CONTRACTOR IS TO USE CHECK VALVES AS REQUIRED TO STOP LOW HEAD DRAINAGE. 32 (3) SYMBOL INDICATES (2)TWO BUBBLERS (4) MARKED FOR FUTURE NON-POTABLE WATER USE /�/ / �j �// / LIMIT OF Nz EQUIPMENT LEGEND WORK ___ ---------------- ------- SYMBOL MANUFACTURER/MODEL N > DETAIL 'NOTES MF-2- / J/ / / - --- ® IRRIGATION WATER METER PER EVMWD STANDARDS 1 2" N A / /if _ © HUNTER ICC-2400M SERIES IRRIGATION CONTROLLER LOCATED IN A STRONG BOX SB-18SSW WALL MOUNT VANDAL RESISTANT ENCLOSURE 24 STA. 'A', LI-3 (1,2,6) t _ 825Y REDUCED PRESSURE BACKFLOW PREVENTER LOCATED IN A STRONG BOX SBBC-45SS VANDAL RESISTANT ENCLOSURE 11/4- 'B', LI-3 (4,6) 23 / - ® GRISWOLD 2160 NORMALLY CLOSED MASTER VALVE / PLAN SIZE 'C', LI-3 (3,6) P-619 BRONZE GATE VALVE LINE SIZE "'D', LI-3 (316) �' • RAINBIRD#33DLRC SERIES QUICK_.COUPLING VALVE ? `�!• /,// f; � - RAINBIRD PEE SERIES ELECTRIC CONTROL VALVE PLAN SIZE 'E', LI-3 x YT RAINBIRD XCZ-100-8-COM DRIP CONTROL ZONE ASSEMBLY O LI ONO T LI-3 (3.8) ZiO PURPLE IRRIGATION MAINLINE: CLASS 315 (24"MIN. CVR) p i�•� J I /2" 'C', LI-4 (3,6) ___ RAINBIRD PRESSURE COMPENSATING MODULES WITH STREET 32 11,6' ` ' 0 0 p XERI-BIRD 8 MULTI-OUTLET EMISSION DEVICE 'E-F', LI-4 CENTERLINE / /� / •\` - CLASS 200 PURPLE PVC NON-PRESSURE LATERAL LINE - 12"MIN. COVER P (5,6) LAN SIZE 'C', LI-4 (3,6) ��/ ✓ /// `�� SCH 40 PVC IRRIGATION PIPE/WIRE SLEEVE - MIN. COVER 24" SEE CHART 'D', LI-4 (3,6) NOT SHOWN OF RATED CONTROL WIRE, 12 GA COMMON, 14 GA PILOT LI-3 - _ SPARE WIRES PULLED (1) LANDSCAPE CONTRACTOR TO COORDINATE ELECTRICAL POWER W/ ELECTRICAL CONTRACTOR S1T PIAN (3) CONTROLLER TO BE EQUIPPED WITH A HUNTER MINI-CLIK SENSOR GUARD RAIN SENSOR PER MANUF. SPEC. NOT TO SCALE O PIPING AND VALVES ARE SHOWN IN HARDSCAPE FOR CLARITY ONLY. LOCATE IN PLANTER AREAS EXCEPT WHEN CROSSING (4) CONTRACTOR TO LOCATE BACKFLOW PREVENTER IN SHRUB AREA AND SCREEN WHENEMER POSSIBLE PAVEMENT. .(5) LOCATE (1) PC-05 EMITTER AT EACH WATERING BASIN AROUND EACH PLANT. LOCATE (6) PC-24 EMITTERS AT EACH TREE WATERING BASIN. ONE XERI-BIRD 8 MULTI-OUTLET DEVICE FOR SHRUB EMITTERS AND (1) FOR ✓ //// / PERMITTEE MUST INFORM COUNTY OF EACH TREE, VALVE TOGETHER. RUN TIME SHALL BE 20 MINUTES PER DAY. CONSTRUCTION SCHEDULE AT LEAST -{L7 (6) EQUIPMENT AND PIPES TO BE MARKED FOR FUTURE NON-POTABLE WATER USE. HOURS IN ADVANCE AT 951-955-6790. ji✓' /, /r ;�� PIPE SIZING CHART APPROVAL BY THE TRANSPORTATION �S,A,oRE PIPE DEPARTMENT IS FOR WORK WITHIN THE EMER 3/4" PIPE ONLY. RIGHT-OF--WAY ONLY 1/4"PIPE 1 1/2" PIPE St SITE IRRIGATION SYSTEM CONTINUES �-- 1/2" PPE 2 3"PIPE THROUGHOUT SITE. REFER TO x 4" PIPE $ INTERIOR ON-SITE LANDSCAPE s PIPE PLANS. STATION#/ oy illy /� SCH 40 PVC SLEEVING CHART DELER 1 1/4" SLEEVE 1-4 WIRES 1/2" PIPE / Flow 11ALV CLASS 200 1 1 f2"SLEEVE 5-10 WIRES 3/4" PIPE y (OPM) E 2"SLEEVE -20 WIRES 1" PIPE PIPE SIZING CHART 2 1/2"SLEEVE 21-30 WIRES 1 1/4" PIPE � 3"SLEEVE 31-40 WIRES 1 1/2" PIPE 10-15 GPM 11-9 GPM 3/4" PIPE"PIPE NORTH3 4"SLEEVE 41-60 WIRES 2" PIPE 16-25 GPM 1 1/4" PIPE 8"SLEEVE 61-99 WIRES 2 1/2"-3" PIPE PRESSURE L0.5'S CALCULATIONS 26-35 GPM 1 1/2" PIPE VICINITY MAP 8"SLEEVE 100+ WIRES 4" PIPE STATION:17 FLOW: 20 GPM 36-50 GPM 2"PIPE ICI I 1 1H2A 10"SLEEVE N/A 6" PIPE LOSS THRU 1 1/2"WATER METER 1.60 PSI ,51-75 GPM 2 1/2" PIPE NOT TO SCALE LOSS THRU 1 1/4" BACKFLOW 8.00 PSI 76-120 GPM 3" PIPE SEC.31, T.5S, R.4W SHEET INDEX: LOSS THRU 1 1/4" MASTER VALVE 2.00 PSI 121-190 GPM 4" PIPE -- LIMIT OF SITE CONSTRUCTION P.O.C. 'A' INFORMATION LOSS THRU 567' OF 2 1/2" MAIN 2.89 PSI LOSS THRU 2 BALL VALRCV V 3.50 PSI SI CONTINUED LANDSCAPE MAINTENANCE 1 IRRIGATION PLAN LOSS THRU 1 1�2" RCV VALVE 3.50 PSI C�-ASIS .3�rJ Underground Service Alert METER TYPE 1 1/2" LOSS THRU LATERAL LINES 1.50 PSI PIPE SIZING CHART PROVIDED BY: JOHN GUELL OF 2 IRRIGATION DETAILS y� WATER TYPE POTABLE ELEVATION GAIN/ LOSS 0.00 PSI a COIL: TOLL FREE STATIC PRESSURE MISC. LOSS THRU FI TfNGS (10%) 2.14 PSI 1-8 GPM 3/4" PIPE SOUTH LAND DEVELOPMENT PER 0 70 PSI TOTAL SYSTEM LASSES 23.63 PSI 9-14 GPM 1"PIPE 3 IRRIGATION DETAILS PEAK DEMAND PRESSURE REQUIRED AT HEAD 30.00 PSI 23-30 GPM 1 1/2" PIPE 4 PLANTING PLAN 1-800 32 GPM 15-22 GPM 1 1/4" PIPE AGREEMENT DATED: 1 SOURCE AT EVMWD (FIRE FLOW TEST 5 PLANTING DETAILS 227-2600 ) AVAILABLE STATIC PRESSURE 70.00 PSI 31-48 GPM 2" PIPE DATE INFO OBTAINED _ REGULATED STATIC PRESSURE - PSI 49-65 GPM 2 1/2" PIPE - RESIDUAL PRESSURE +7.37 PSI 66-100 GPM 3" PIPE -TWO WORKING DAY$BEFORE YOU DIG 101-180 GPM 4" PIPE NOTE: IT N THERIGHT F WAY Y. SEAL-COUNTY COUNTY OF RIVERSIDE SEAL- APE WORK CONTAINED WITHIN THESE PLANS v`t� L��< C.U.P. 3503 IP 060145 SHEET NO. SHALL NOT COMMENCE UNTIL AN QaoF ss TRANSPORTATION DEPARTMENT 4649 Brockton Avenue ENCROACHMENT PERMIT AND/OR A ��°� ` PPROVED Y: ��`�� `f' .,�'Cy Riverside, CA 92506 COUNTY OF RIVERSIDE GRADING PERMIT HAS BEEN ISSUED. e" _ (951) 369-0700 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR �J " , Fax (9,51) 369-4039 IRRIGATION PLAN ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. NO i O4 LAN FRENCH, P.E. http://www.comworksdg.com E4P , a, DATE A' ~ 1r htt www.comworksdg.com IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR CIVi� R.C.E. 457 EXP. 12-31-08 s ��,n.- p4m a•QOU6 DURING CONSTRUCTION,THE PRIVATE ENGINEER SHALL BE RESPONSIBLE DATE BY MARK APPR DATE 'ecrcA,.�� 6_ 07 q C? 2V QQ` g�,r= L.A. FITNESS- LAKE ELSINORE FOR DETERMINING B AN ACCEPTABLE SOLUTION AND REVISING THE PLANS REVISIONS F� PREPARED BY: 211 0 OF 5 SHEETS FOR APPROVAL BY THE coufin. ENGINEER COUNTY R OMME DED BY DATE TF OF (;p.1. DML for TIM R.L.A. NO. 10 31 07 FOR: SOUTHLAND W.O. COUNTY ^��EXP. DATE SCALE: 1"=20' DEVELOPMENT FILE NO, 9 BACKFLOW PREVF TER 1 3 1 _ 2 8 'V' v 2 BV 3 8 2 � s"-,r 1 I ,�-s^ * I I * 6 I h I II I I I_I -1 11=1 3 5 i111 11 I 111 -I 11 III I f- 12" 5 I tI e 3 ♦ 1 s" "-24 rt 4 i- 2 5 10 � 11 18" MIN. i ��III a"III IIII I I I I'I I II 1 I 9. 12 12"x.2 MINIMUM CONCRETE THRUST BLOCK I� I��L 2. TO POIN OF CONNECTION' -ADAPT AS NECESSARYa"� �0-` ,L .III 3. BRASS Na DEGREE ELL-TxT v p V( 10 8 -1 1_11-III 4. PVC SCH 40 MALE ADAPTER -SIZE AS REQUIRED p\ 0 9 5. PVC MAINLINE PER LEGEND-SIZE PER PLAN n 6. FINISH GRADE 7 $ ,� 8 LER 7. BRASS NIPPLE --TxT- LENGTH AS REQUIRED 10 1. CONTROL ENCLOSURE PER LEGEND AND/OR NOTES - 8. BRASS PER UNION SIZE AS REQUIRED 12 1. ELECTRIC CONTROL VALVE LEGEN 2" D 8 i3 p�2. AUTOMATIC CONTROLLER PER LEGEND 9, BRASS NIPPLE TxT - 4"MINIMUM LENGTH 2. RECI"ANGULAR VALVE BOX WITH BOLT DOWN LID AND SS BOLT o 4 FINISH GRADE p 10. BRASS NIPPLE -T'xI -2"MINIMUM LENGTH (TYP. OF 2) 3. HEAT BRAND "MV" ON UD IN 2" HIGH CHARACTERS ^� ° 3. 1. BRASSY STRAINER. - €0 MESH SCREEN W/ HOSE BIB 4. FINISH GRACE 4. DIRECT BURIAL CONTROL WIRES TO VALVES 12.VANDAL RESISTANT ENCLOSURE - MODEL PER LEGEND 5. 3" PVC SWEEP ELL EXTEND BEYOND EDGE BASE INSTALL 5. PVC SCH 40 MALE ADAPTER 6 6"THICK POURED CONCRETE BASE PER MANUFACTURER 13. IN 4"CONCRETE FAD, EXTEND 6" PAST ENCLOSURE PER MANUFACTURER'S REQUIREMENTS . WATERPROOF /38" EXPANSION L00�WIRE CONNECTION W 1. 10" ROUND PLASTIC VALVE BOX W/LOCKING LVD AND SS BOLT _ - - 6c 7. SLOPE EDGE OF BASE 1% TO DRAIN AWAY FROM ENCLOSURE * 12"MINIMUM, .30' MAXIMUM 7, #14 OF WIRES TO CONTROLLER MASTER VALVE OUTPUT 2. HEAT BRAND "BV" ON US IN 2" HIGH CHARACTERS 8 8. 3/4" CRUSHED ROCK - 6" DEEP 3. FINISH GRADE . 120V AC POWER IN CONDUIT NOTES: 9. COMMON BRICK - 4 REQUIRED 4. 3/4" CRUSHED ROCK -- 4" DEPTH 9. 20V ON-OFF SWITCH WITH CONVENIENCE OUTLET INSTALL BACKFLO'W PREVENTER PER LOCAL CODES, HEALTH DEPARTMENT STANDARDS,AND 10. PVC MAINLINE PER LEGEND - LENGTH AS REQUIRED 5. BALL VALVE PER IRRIGATION PLAN NOTE: 10.TERMINAL STRIPS FOR CONTROL WIRES MANUFACTURER'S DIRECTIONS, VERL`Y LOCAL REQUIREMENTS PRIOR TO INSTALLATION. 11. PVC SCH 40 ELL - Sx6 5. COMMON BRICK - 4 REQUIRED USE TEFLONN TAPE ON 11. 5/8" x 5' MIN. LENGTH COPPER GROUNDING ROD WHERE BACKFLOW DEVICE SIZE 15 SMALLER THAN MAINLINE, ENTIRE APPARATUS TO BE SIZE 12. MAINLINE 40 E FROM POINT OF CONNECTION 7. SCH O PVC MALE ADAPTER - Z REQUIRED ALL.MALE PIPE THREADS. 12, EXTEND EDGE OF BASE 6" BEYOND EDGE OF ENCLOSURE OF MAINLINE, BUSH DOWN ONLY AT THE BACKFLOW DEVICE. FINAL LOCATION OF DEVICE 13. MAINLINE PIPING TO CONTROL VALVES 8. MAINLINE PIPING PER IRRIGATION PLAN 13. GROUND CONTROLLER PER MANUFACTURER TO BE DETERMINED IN THE FIELD. BACKFI.OW TO BE LOCATED IN PLANTER AREA AND 13. PVC UMON - SIZE C REQUIRED 9. VALVE BOX EXTENSIONS) AS REQUIRED * EXTEND 4' ABOVE TOP OF BASE SCREENED WITH SHRUBS AS POSSIBLE. 1/2" IN TURF AREAS, 2" IN SHRUB AREAS ° 1/2" IN TURF AREAS AND 2" IN SHRUB AREAS A Controller B I Backf low Preventer C Master Valve D Ball Valve 2 2 ,\\ A-1 USEETEFLON TAPE ON 1^' OO OO OO 0 6" _ i 3 ALL MALE PIPE THREADS, �(CV S 4 A}'„/O �y/O T I ICI iI -�-�F -12 is I - - - 0 0 - 2" n J�I I f-I I r-1 111-I 1=1 -I -III r �I�-- 12" I L,� III-III-III 4" III I- i!1 v 6 16"-24" fl ° s s i 6" 24' -III-i I_ -11!_III ill=III= 12" .�IIIIIIIII;; II�.r�'IIII I-IliII III IIII Itch- s 4 ° 12 6 g 4 5 ana°n "47 (l� 4 i2 ii 5 i 3 10 2 1. SHRUB SPRAY HEAD/BUBBLER PER LEGEND 1. SHRUB HI-POP SPRAY HEAD PER LEGEND 2. PVC SCH 80 NIPPLE - LENGTH AS REQUIRED L ELECTRIC CONTROL VALVE PER LEGEND E. COMMON BRICK - 4 REQUIRED c 8. SHRUB AND/OR GROUND COVER PLANTING 2, '2"x18" MASTIC VALVE BOX WITH BOLT 9. PVC LATERAL LINE PER LEGEND 2. PVC SCH EO NIFPL- 12" MINIMUM LENGTr, .� 4. FINISH GRADE 7 B 2 7 S 9 DOWN LID AND SS BOLT - HEAT' 16. PVC SCH 40 ELL- SxS 1. 10" ROUND PLASTIC VALVES. P 3. PVC SCH 40 STREET ELL -- TxT VC SIP 40 ELL - TxT 5. ANT;-DRAIN VAL4'E AS REQUIRED HEAT ©RAND STATION NUMBER 11. PVC MAINLINE PER LEGEND BOX WITH LOCKING LID I_ 4, MARLEX STREET ELL TNT 9. SCH 4C PVC MAINLINE FITTING 6. PVC SCH 40 LATERAL LINE FITTING ' ON LID IN 2" HIGH CHARACTERS 12. SCH 40 PVC MAINLINE FITTING AND SS BOLT 10. PVC SCH 40 MAINLINE PIPING 5. PVC SCH 40 LATERAL LINE FITTING 7. MARLEX STREET ELL- TxT 3 FINISH GRADE M13. 3,/4 DIA. GRAVEL - 6" DEEP 2. HEAT BRAND 'QGV" ON JD PER EQUIPMENT LEGEND 6 LATERAL LINE PER LEGEND e. PVC SCH 40 STREET ELL-TxT NOTES: /. FINISH GRADE 9- LATERAL LINE PIPING PER LEGEND 4, PVC SCH 40 MALE ADAPTER - SITE AS 14. 'CHRISIY'S' I.E. TAG OR EQUAL IN 2" HIGH CHARACTERS i"., WALK, CURB, OR WALL, ETC 10w HEAD DRAINAGE wIL_.NOT BE REQUIRED - TYP. OF 2 15. PVC UNION - SIZE AS REQUIRED 3. FINISH TRADE 12. #4 REBAR, 18" MINIMUM NOTES: 10. WALL, FENCE, OR CURB, ETC- A'-LOWED. CO!vTRACTOR TO INSTALL 5, WATERPROOF-WIRE CONNECTOR WITH NOTES: / U 11. NATIVE SOIL ANTI-DRAIN CHECK VALVES ON ALL H 36" 4. 3 IC CRUSHED ROCK E DEEP LENGTH SUPPORT 51,4KE USE TEFLON TAPE ON ALL MACE PIPE THREADS FOR PVC TO PVC CONNECTIONS. SET * 12"ABOVE FINISH GRADE FOR SHRUB H HEADS THAT SHOW DRAINAGE AFTER THE COILED EXPANSION LOOP TEE OFF MAINLINE XI BE SAME SIZE 5. QUICK COUPLER P::R LEGEND 13, STAINLESS STEEL CLAMP - 2 REQ. PERIMETER HEADS 2"-6"FROM EDGE OF CURBS AND WALKS,AND 6'-12"FROM FIXED 3"ABOVE FINISH HEADS 'VALVE IS SHUT OFF. THfIS SHALL BE 6, WIRES FROM CONTROLLER AS LATERAL LINE EXITING VALVE. 6. _PVC SCH 80 NIPPLE * 1/2" IN TURF AREAS VERTICLE OBJECTS SUCH AS FENCES, WALKS AND BUILDINGS, ETC. ALL FITTINGS FOR SWING - N H GRADE FOR 6UBBLERS INCLUDED AT NO ADDITIONAL'COST TO 7. COMMON WIRE 70 OTHER VALVES ON ONLY REDUCE PIPE SIZE AT VALVE. LENGTH AS REQUIRED 2" IN SHRUB AREAS. JOINTS MUST BE SAME SIZE AS INLET ON EASE OF HEAD, LATERAL LINE FITTING OUTLET THE OWNER. SAME CONTROLLER * 1/2"'IN TURF,2"IN PLANTER 7. PVC SCH 40 STREET ELL - - SHALL BE SAME SIZE AS HEAD INLET. ONLY THE BOTTOM INLET AI HEAD MAY BE USED. E I Remote Control Valve IF I Quick Coupler Valve IG Hi-Poo S ray Head I H I Fixed Riser Spray Head Underground Service Alert Call: TOLL FREE 1-800 227-2600 7ri0 M/OIYIONG OAY5 BEFORE YOU DIG NOTE: WITHIN THE RIGHT F WAY ONLY. SEAL-COUNTY WORK CONTAINED WITHIN TH SE TANS COUNTY OF RIVERSIDE SEAL- APE SHALL NOT COMMENCE UNTI11 AI� QFOFSS TRANSPORTATION DEPARTMENT PNDS pF9 464s Brockton Avenue C.U.P.#3503 IP#060145 SHEET NO. ENCROACHMENT PERMIT AND/OR A �.° a Riverside, CA 92506 PPROVED Y: COUNTY OF RIVERSIDE y" "r �' � (951) 369-0700 IRRIGATION DETAILS GRADING PERMIT HAS BEEN ISSUED. �__ _ Fax (951) 369-4039 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR NO 4570E ALAN FRENCH, P.E. ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. EXP 12-]t DATE *- 'k http://www.camworksdg.com R.C.E. 4570 EXP. 12-31-08 �15141411tli D THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL LE DATE BY MARK 01V1` 'l Q L.A. FITNESS- LAKE ELSINORE DURI O CONSTRUCTION.THE PRIVATE ENGINEER SHALL BE RESPONSIBLE APPR DATE ''f 6_2 6_a', 9, a PREPARED BY: cj FOR DETERMINING AM ACCEPTABLE SOLUTION AND REVISING THE PANS REVISIONS auf°�A 'C „ I�Q` Z1 1 O OF SHEETS FOR APPROVAL BY THE COUNTY. ENGINEER -- OF \,` R.L.A. N0. - COUNTY RECOMM DED BY DATE C4L DML for TIM FOR: SOUTHLAND W.O. COUNTY j� EXP. DATE 10 31 07 SCALE: NO SCALE DEVELOPMENT FILE N0.9 7�N I PB f " i L1�� i�� - III I Ii fIG :��I,i�� I-I- a 6i11�1 2 a "2 1 J l! I III w l� � I 4 -�' �l .=I I - 4 � _� � III L Z ' 4 lllfil�l II _� Ill I II- 11=11 6" 1- - 7 6 -11- 5 III= - 6 ®-- g =A 1 { 1= III- =11I II II II I II =� 7 III III. , III I-III '-+ �IfLll;lll_,II-Iil� �;II IIIIII111 � - _ 1_ PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER. USE STAINLESS BO'_T, NUT AND WASHER. g BOX TO BE PLACED A7 RIGHT ANGLE TO HARDSCAPE EDGE. 6" 12" 2, HEAT BRAND 'PSI ONTO LID IN 2' CHARACTERS 1. FINISH GRADE 3. 36" WIRE EXPANSION LOOP (TYP.) 2. CLEAN BACKFILL - 90% COMPACTION REQUIRED - SEE SPECS 1. HARDSCAPE (TYPICAL) 4. FINISH GRADE IN, SHRUB AREAS - 3" BELOW TOP OF BOX. 3, NON-PRESSURE LATERAL LINE PER LEGEND 2. CLEAN BACKFILL - 90% COMPACTION REQUIRED - SEE SPECS 5. COMMON BRICK (4 REQUIRED) 4. PRESSURE SUPPLY LINE PER LEGEND 3. SAND (TYPICAL) 6. PVC ELECTRICAL SWEEP IF INSTALLED IN CONDUIT 5. CONTROL WIRES..-- INSTALL BELOW PRESSURE SUPPLY LINE 4. NON-PRESSURE LATERAL LINE / SLEEVE (SIZE PER CHART) 7. PEA GRAVEL (3 CU.FT-) 6. PROVIDE 2" OF CLEAN BACKFILL BELOW PRESSURE MAINLINE 5. CONTROL WIRE SLEEVE ADJACENT TO MAINLINE SLEEVE (SIZE PER CHART 1. SLIP BASE SOCKET OVER END OF WIRES 6, LANDSCAPE FABRIC ) 2. STRIP WIRES APPROX.0 5/6" FROM ENDS L TWIST TOGETHER 9. WIRE CONNECTORS 6. PRESSURE SUPPLY LINE / SLEEVE (SIZE PER CHART) 3. APPLY SEALER TO OUTSIDE OF SEALING PLUG AND FILL CAVITY WITH SEALER BUNDLE 4. PUT CRIMP END OVER WIRE ENDS - CRIMP SLEEVE AND CUT OFF EXCESS WIRE 10. FINISH GRADE IN TURF AREAS - 1" BELOW TOP OF BOX BUNDLE AND TAPE WIRES a1`12'0.c. PIGTAIL.AND LOOP CONTROL WIRES A7 ALL 90' 5. PULL BASE SOCKET OVER END OF WIRES AS FAR AS POSSIBLE NOTES: CHANGES IN DIRECTION. SPLICING OF WIRE RUNS IS NOT ALLOWED UNLESS APPROVED NOTES: 6. PUSH.SEALING PLUG INTO BASE SOCKET ELECTRICAL SWEEPS NOT REQUIRED FOR DIRECT BURIAL INSTALLATION. BY THE CITY. 36"MIN, COVER IS REQUIRED FOR RECLAIMED WATER MAINLINE (WHERE SIZE ALL SLEEVES PER SLEETING CHART EC PLANS. EXTEND SLEEVES 12"BEYOND 7. PUSH WIRES TO END OF BASE SOCKET TO INSURE-COMPLETE SEALING OF CONNECTION OPEN ENDS OF ELECTRICAL. SWEEPS TO BE SEALED USING APPROVED AEROSOL APPLICABLE). INSTALL 1'0'X1'THRUST BLOCK AT ALL TERMINAL POINTS ON MAINLINE. EDGE OF HARDSCAPE ON BOTH ENDS. RECLAIMED WATER SLEEVES i0 E. A MINIMUM 42"-48"DEEP (OR.PER WATER DISTRICT STANDARDS)WHERE APPLICABLE. 8. COMPLETED WATERPROOF WIRE CONNECTION 0 FOAM PRODUCT. A I Wire Connections B Wire Pull Box I C I Trenchina Sleevin IRRIGATION NOTES: o. EXTREME CARE SHALL BE EXERCISED IN EXCAVATING AND WORKING NEAR EXISTING 17. LOW HEAD DRAINAGE WILL NOT BE ALLOWED, CONTRACTOR TO DETERMINE IN THE FIELD 1. GENERAL -- ALL WORK SHALL BE IN ACCORDANCE WITH APPLICABLE CODES AND THESE UTILITIES, CONTRACTOR SHALL VERIFY THE LOCATION AND CONDITION OF ALL UTILITIES. WHICH HEADS DRAIN AFTER "I-HE VALVE IS SHUT OFF, CONTRACTOR SHALL PROVIDE PLANS. THE CONTRACTOR SHALL APPLY FOR ALL PERMITS AND PAY FOR SAME. AND BE RESPONSIBLE FOR ANY DAMAGE. AND INSTALL ADDITIONAL IN LINE CHECK VAINES AS NEEDED AT NO ADDITIONAL COST TO THE OWNER. A. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON THE 7, THE CONTRACTOR SHALL KEEP THE PREMISES CLEAN .AND FREE OF EXCESS EQUIPMENT, PLANS AT THE SITE PRIOR TO COMMENCEMENT OF ANY WORK UNDER THIS CONTRACT. MATERIALS,AND RUBBISH INCIDENTAL TO HIS WORK. 18, ALL PRESSURE SUPPLY LINES AND CONTROL WIRES TO HAVE 18"-24" MINIMUM COVER (PER DETAIL). LATERAL LINES TO HAVE 12" MINIMUM COVER. B. THE CONTRACTOR SHALL CARRY ALL WORKERS COMPENSATION, PUBLIC LIABILITY 8. IRRIGATION DESIGN IS BASED ON 70 PSI AVAILABLE WATER PRESSURE AT 32 GPM, AND PROPERTY DAMAGE INSURANCE, AS REQUIRED BY THE CITY,/ OWNER CONTRACTOR SHALL VERIFY PRESSURE PRIOR TO-CONSTRUCTION; SHOULD A 19, THE RADIUS OF EACH HEAD IS TO BE ADJUSTED TO THAT HEAD-TO-HEAD COVERAGE IS DISCREPANCY EXIST, NOTIFY THE LANDSCAPE ARCHITECT PRIOR TO START OF WORK_ MAINTAINED, BUT OVERSPRAY ON BUILDINGS, WALKS,AND WALLS, ETC, IS MINIMIZED. 2, SCOPE OF WORK - UNLESS OTHERWISE SPECIFIED, THE CONSTRUCTION OF IRRIGATION SYSTEMS SHALL INCLUDE THE FURNISHING, INSTALLATION AND TESTING OF ALL MAINLINE, 9. CONTRACTOR SHALL MAKi_ POfNT(S) OF CONNECTION AS NOTED ON THE PLANS. 20. UPON COMFLETION OF THE PROJECT, THE CONTRACTOR IS TO )URN OVER TO THE POINT OF CONNECTION, LATERAL LINES, RISERS, AND FITTINGS; AND THE FURNISHING OWNER THE FOLLOWING: AND INSTALLATION OF SPRINKLER HEADS, CONTROLLERS, ELECTRIC CONTROL VALVES, 10, IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR CONNECTING 120 VOLT SERVICE EXCAVATION AND BACKFILL, AND ALL OTHER WORK IN ACCORDANCE WITH THESE PLANS, TO THE CONTROLLER ELE CTRICAL POWER WILL BE PROVIDED BY OWNER AT THE A. A REPRODUCIBLE SET OF "AS-BUILT" DRAWINGS AND CONTROLLER CHART, DETAILS, AND NOTES. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIAL, CONTROLLER LOCATION SHOWN ON THE PLANS. B. 2 KEYS FOR EACH CONTROLLER AND CONTROLLER ENCLOSURE (AS APPLICABLE). EQUIPMENT PROPERTY,TRANSPORTATION, AND PERFORM ALL OPERATIONS REQUIRED FOR C. 2 QUICK COUPLER KEYS AND MATCHING HOSE SWIVELS. A COMPLETE AND OPERABLE IRRIGATION SYSTEM AS INDICATED ON, OR REASONABLY 11. ALL WIRES SHALL BE SOLID COPPER PLASTIC INSULATED, U.F. DIRECT BURWL WIRE. D, 4 OF EACH SPRINKLER HEAD SPECIFIED. IMPLIED, BY THE DRAWINGS, DETAILS, AND NOTES. INCLUDED AS A PART OF THE ALL COMMON WIRE SHALL BE AWG #12 WHITE;ALL CONTROL WIRE SHALL BE AWG #"4 IRRIGATION WORK, BUT NOT LIMITED BY IT, ARE THE FOLLOWING: RED OR BLACK. CONTROLLERS SHALL HAVE SEPARATE COLOR CODED COMMON WIRES 21, AS-BUILT DRAWINGS - THE CONTRACTOR SHALL PROVIDE AND KEEP UP TO DATE A WHEN TWO OR MORE CON?'ROLLERS ARE ON PROJECL COMPLETE "AS-BUILT` RECORD SET OF PRINTS WHICH SHALL BE CORRECTED DAILY AND A. INSTALL COMPLETE OPERABLE INDEPENDENT IRRIGATION SYSTEMS PER THE PANS, SHOW EVERY CHANGE FROM THE ORIGINAL DRAWINGS- PRIOR TO FINAL INSPECTION, DETAILS, NOTES, AND LEGENDS. 12. ALL CONTROL WIRES AND IRRIGATION PIPE LINES THAT RUN UNDER PAVINC SHALL BE THE CONTRACTOR SHALL TRANSCRIBE ALL INFORMATION FROM THE "AS-BUILT" SET TO ENCASED IN SCH 40 PVC PIPE SLEEVES, SLEEVES SHALL BE SIZED ACCORDING TO A REPRODUCIBLE MYLAR, PROCURED FROM THE OWNER. ALL WORK SHALL BE NEAT B. ALL IRRIGATION WORK SHALL BE GUARANTEED BY THE CONTRACTOR AS TO MATERIAL THE CHART ON THE PANS. AND LEGIBLE, LOCATWG THE FOLLOWING ITEMS FROM PERMANENT POINTS OF AND WORKMANSHIP, INCLUDING SETTLING OF BACKFILLED TRENCHES BELOW GRADE, REFERENCE SHUT-OFF VALVES, MAINLINE AND CONTROL WIRE ROUTING, POC, BACKFLOW FOR A PERIOD OF ONE (1) YEAR FOLLOWING THE DATE OF FINAL ACCEPTANCE OF 13. FINAL LOCATION OF CONTROL VALVES SHALL BE APPROVED IN THE FIELD BY THE DEVICE, CONTROL VALVES, CONTROLLER QUICK COUPLERS, AND 01,HER PERTINENT THE WORK. LANDSCAPE ARCHITECT OR THE OWNER'S AUTHORIZED REPRESENTATIVE, UNDER-GROUND ITEMS. 3. THE LANDSCAPE ARCHITECT SHALL DECIDE ALL QUESTIONS RELATING TO THE 14. CONTRACTOR SHALL HEAT BRAND VALVE NUMBERS ON OUTSIDE OF ALL VALVE BOX LIDS. 22. CONTROLLER CHART -- UPON APPROVAL OF THE FINAL "AS-BUILT" DRAWINGS. PROVIDE INTERPRETATION OF THE DRAWINGS AND THE ACCEPTABLE FULFILLMENT OF THE CONTRACT. 15. ALL BRASS OR GALVANIZED CONNECTIONS SHALL BE COATED WITH TEFLON TAPE OR ONE CHAR? FOR EACH CONTROLLER INSTALLED AS FOLLOWS ' 4- PIPING AND VALVES SHOWN ON THE PLANS ARE DIAGRAMMATIC, CONTRACTOR SHALL LED-LUBE JOINT COMPOUND (OF APPROVED EQUAL). ALL PVC THREADED CONNECTIONS A, -THE CHART IS TO BE A REDUCED COPY OF THE APPROVED "AS-BUNT" SYSTEM (.A ROUTE PIPING TO AVOID CONFLICT WITH STATIONARY ELEMENTS AND iN SUCH A MANNER SHALL BE COATED WITH -FLON TAPE. BLACK-LINE PRINT REDUCED TO THE MAXIMUM SIZE THE CONTROLLER DOOR WILL AS TO CONFORM WITH THE VARIOUS DETAILS AND DESIGN INTENT OF THESE PLANS. 16. ALL PVC SOLVENT--WELD CONNECTIONS SHALL BE MADE WITH SOLVENT-WELD MATERIALS ALLOW, COLORED WITH A DIFFERENT COLOR FOR EACH VALVE STATION). 5 THE CONTRACTOR SHALL AT ALL TIMES PROTECT HIS WORK FROM DAMAGE AND THEFT AS RECOMMENDED BY THE PIPE MANUFACTURER. SOLVENT-WELD PRIMER SHALL BE B_ WHEN COMPLETED AND APPROVED, THE CHART SHALL BE HERMETICALLY"SEALED APPLIED AT ALL CONNECTIONS. BETWEEN TWO O 2 PIECES OF 20 MIL CLEAR PLASTIC AND MOUNTED ON THE INSIDE AND REPLACE ALL DAMAGED OR STOLEN PARTS AT HIS EXPENSE UNTIL THE WORK IS OF THE CONTROLLER DOOR USING VELCRO TAPE OR EQUAL ACCEPTED IN WRITING BY THE OWNER / CITY. E General Irri abon Notes H Underground Service Alert `tee Call: TOLL FREE 0 1-w0 227-2600 Trip WORKING DAYS BEFORE YOU DIG NOTE: WIT T F W ONLY. SEAL-COUNTY COUNTY OF RIVERSIDE SEAL `'CAPE C.U.P.#3503 IP#060145_ SHEET NO. p1yP,ILgp 4649 Brockton Avenue WORK CONTAINED WITHIN THESE PLANS TRANSPORTATION DEPARTMENT Fy RlTerslde, cA sz5os COUNTY OF RIVERSIDE SHALL NOT COMMENCE UNTIL AN eaoFEss1 a W,-oMe> y ENCROACHMENT PERMIT AND/OR A <"° F..` ` PPROVED Y: `�`' - 3 A G� �7 (951) 369-4039 IRRIGATION DETAILS GRADING PERMIT HAS BEEN ISSUED. (�(.(�i� `� Fax (951) 36 dg.com THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOREXP. NO ALAN FRENCH, P.E. DATE * http://www.comworksdg.com p EXP.12-31-0 m R."457EXP. 12-31-08 r 4(si4Mb¢Bu6 0 20' 40' 80. L.A. FITNESS- LAKE ELSiNORE ASSURING THE ACCURACY AND ACCEPTABILItt OF THE DESIGN HEREON. /IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DATE BY MARK APPR DATEe o I �Tco� Z-p .y,' `TFZ' PREPARED BY: R.L.A. N0.- 2110FOR: SOUTHLANU W.O. COUNTY OF jyM _SHEETS DURING CONSTRUCTION,THE PRIVATE ENGINEER SHALL BE RESPONSIRIF REVISIONS �°.,,O�f �[1 (JFORDETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PUNS ENGINEER COUNTY REBY DATE DML TOT TIM EXP. DATE 10 31 07 SCALE: 1"=20' DEVELOPMENT FILE N0. l b FOR APPROVAL BY THE COUNTY. STREET / / - CENTERUNE j Row i i / Ar, 3=' PLANTING LEGEND: ' PLANTING CONTINUES BOTANIC NAME COMMON NAME 89E/SPACING OTY. DETAIL THROUGHOUT SITE, REFER TO y INTERIOR ON—SITE LANDSCAPE 0 LAGERSTROEMIA tNDICA 'TUSKEGEE' CRAPE MYRTLE 24" BOX— MULTI 11 'A', SHEET LP-3 ANLP-3 - / R• /� PL S I PHOENIX DACTYLIFERA DATE PALM 12' BTH 3 'C',-FHEET eQ l' ♦ PINUS CANARIENSIS CANARY ISLAND PINE 24" BOX 7 'A', SHEET LP-3 �j O PLATANUS ACERIFOLIA 'BLOODGOOD' LONDON PLANE TREE 24" BOX 96 W. SHEET LP--3 dh _ PYRUS CALLERYANA 'BRADFORD' BRADFORD PEAR TREE 24" BOX 15 'A', SHEET LP-3 ULMUS PARVIFOUA 'TRUE GREEN' CHINESE ELM 24 BOX 23 'A', SHEET LP-3 /'_ / e►�se i vas � Q DIETES VEGETA FORTNIGHT LILY 1 GAL. 300 'D', SHEET LP-3 LIGUSTRUM JAPONICUM JAPANESE PRIVET 1 GAL 127 'D', SHEET LP-3 A PARTHENOCISSUS TRICUSPIDATA BOSTON IVY 5 GAL. 44 'F', SHEET LP-3 PITTOSPORUM TOBIRA 'WHEELER'S DWARF' TOBIRA 5 GAL. 233 'D', SHEET LP-3 10 RHAPHIOLEPIS INDtCA 'CLARA' INDIAN HAWTHORNE 5 GAL. 105 D, SHEET LP-3 �j_ STRELITZIA NICOLAI GIANT BIRD OF PARADISE 95 GAL. 12 'D', SHEET LP-3 \�� / � PLANTING CONTINUES xQ XYLOSMA CONGESTUM 'COMPACTA' XYLOSMA 1 GAL. 355 'D', SHEET LP-3 THROUGHOUT SITE. REFER TO aRoucooM�s INTERIOR ON—SITE LANDSCAPE LANTANA MONTEVIDENSIS 'DWARF PINK' TRAILING LANTANA FLATS/ 24" O.C. 'E', SHEET LP-3 PLANS. STREET MYOPORUM PARVIFOLIUM 'PUTAH CREEK' MYOPORUM FLATS/ 24" O.C. 'E', SHEET LP-3 CENTERUNE � / 'i TRACHELOSPERMUM JASMINOIDES STAR JASMINE FLATS/ 24" O.C. 'E', SHEET LP-3 VERBENA PERUVIANA VERBENA 4" POTS/ 8" O.C. 'E', SHEET LP-3 ALL TREES WITHIN 5' OF% H PE TO RECEIVE ROOTBARRIER DETAIL SEE DETAIL W. SHEET LP-3 j� ROW ' PERMITTEE MUST INFORM COUNTY OF ;j CONSTRUCTION SCHEDULE AT LEAST 48 HOURS IN ADVANCE AT 951-955-6790. jENTR �/ / /j APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK WITHIN THE / RIGHT—OF—WAY ONLY. PLANTING CONTINUES THROUGHOUT SITE. REFER TO CONTINUED LANDSCAPE MAINTENANCE Underground Service Alert INTERIOR ON—SITE LANDSCAPE PLANS. PROVIDED BY: JOHN GUELL OF ram, Ca11: TOLL FREE SOUTHLAND DEVELOPMENT PER �r 1-800 AGREEMENT DATED: NORTH 227-2600 / LIMIT OF SITE CONSTRUCTION. TWO WORIONG DAYS L f'oRE YOU DIG SEAL_ APE C.U.P.#3503 IP 060145 SHEET NO. NOTE: Nuir:_ APPROVAL BY THE NSPORIAIION DEFARIMENT IS FOR [HE AREA WIT IN HT F Y Y. SEAL-COUNTY COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT �p\,ODSCAP, 4649 Brockton Avenue COUNTY OF RIVERSIDE WORK CONTAINED WITHIN THESE.PLANS paorESSI \� � wLDAyy ��b Riverside, 3 90706 A SHALL NOT COMMENCE UNTIL AN ,A° NFe� < ///�� PPROVED '` (951) ass-o7oo PLANTING PLAN 4 ENCROACHMENT PERMIT AND/OR A ^QP �1e$ /- ^ ��(,p�, Fax (951) 369-4039 GRADING PERMIT HAS BEEN ISSUED. A vv___ �- , http://www.comworksdg.com No.12-3102 ALAN FRENCH, P.E. DATE '� * `rt516N<Iln O �. �. �. L.A. FITNESS- LAKE ELSINORE THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR EXP.12-31-D R.C.E. 4570 EXP. 12-31-08 OF cJ SHEETS ASSURING THE ACCURACY AND ACCEPTABILIN OF THE DESIGN HEREON. �q. - �9l \ PREPARED BY: 1 IN THE EVENT of DISCREPANCIES ARISNG AFTER COUNTY APPRovAL OR DATE BY MARK APPR DATE 'rf�aL _o R.L.A. NO. FOR: SOUTHLAND W.O. ICO FILE N [�//� / DURING CONSTRUCTION,THE PRIVATE ENGINEER SHALL BE RESPONSIBLE REVISIONS REC E Y DATE F�f CA��Ep DML for TIM EXP. DATE 10 31 07 SCALE: 1"=20' FILE NO. T �1/ FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS ENGINEER COUNTY DEVELOPMENT FOR APPROVAL BY THE COUNTY. i r --o 3 2 1 4 5 • • • • • 1 2 1. TREE PER PLANTING PUN TREE . I � • SPA ING 2. TREE TIES BETWEEN STAKE AND PERTP N4 PER SPECIFICATIONS I YP. 2"0x10' LONG LODGE POLE. STAKES ° 3. FOR ALL 15 GALLON TREES; USE 1-_III-� I 1 I 1-1 I I 2 3"Ox10' LONG LODGE POLE STAKES 7 3 ' FOR ALL 24" BOX TREES I-I 11-I 11- ° -11 1 - I-1 -lIl-1 QQV Q R EO. EQ. 4.'PUNT TABLETS PER PUNTING 10 SPECIFICATIONS 1-I I'1 5. EARTH WATERING BASIN IN _lIlI Ill ROOTBALL e 17 GROUNDCOVER AREAS 1 _II i11. T $ • 9 DIAMETER • 5 6. FINISH GRADE o- 7. ROOTBALL: SET CROWN 2"ABOVE 6 FINISH GRADE 10 8. BACKFILL MIX PER PLANTING 7D.APE, SPECIFICATIONS �DIST.FROM flARDSCAPE: NATIVE SOIL 1. TREE PER PLANTING PLAN 1. SHRUB PER PLANTING PLAN EQUAL TO112THEQ.0 10. WIO�OND MULCH - DEPTH PER PLANTING 2,. ROOTBALL 2. WOOD MULCH- DEPTH PER PLANTING PLAN OTED.SPACIN i1NLESS OTHERWISE 3. STAKE PER 'TREE PLANTING' DETAIL 3. PLANT TABLETS PER PLANTING SPECS / NOTES � 0'_ 4. EARTH WATERING BASIN PER TREE PLANTING' DETAIL ¢, FINISH GRADE NOTE: g, FINISH GRADE 5. EARTH WATERING BASIN (RAKE SMOOTH PRIOR TOPLANTING �� 8 PROVIDE EXPANDABLE TRUNK GUARD IN 6. CP-SERIES ROOTBARRIER BY CENTURY PRODUCTS (714) 632-7083 GROUNDCOVER) g ALL TURF AREAS 7 3/4"-1" CRUSHED ROCK / GRAVEL. TREE PLANTING PIT g, ROOTBALL: SLZ CROWN SLIGHTLY ABOVE FINISH GRADE N 9. COMPACTED BACKFILL MIX PER PLANTING SPECS / NOTES 7, COMPACT BACKFILL MIX PER PUNTING SPECS / NOTES 10. PUNT TABLETS PER PUNTING SPECS / NOTES 2X it. WOOD MULCH - DEPTH PER PLANTING PUNROOT 8. NATIVE SOIL DIAMELL TER A Tree Planting N.Ts. B Root Barrier N:Ts. � Shrub PlantingN.T.S. D Groundcover Spacing N.Ts, A.KEEP AREAS MOIST BY REGULAR IRRIGATIONS FOR A PERIOD OF TWO WEEKS (MINIMUM)TO FERTILIZER PROGRAM: GERMINATE EXISTING WEED SEEDS. 5, ALL TREES AND SHRUBS SHALL BE PLANTED PER THESE NOTES AND AS DETAILED. ALL B.KILL WEEDS WITH CONTACT WEED KILLER PER UCENSED HERBICIDE AGENCY PI ANTIN NG OTES: PUNT MATERIAL SHALL BE OF THE HIGHEST QUALITY AND LARGEST REASONABLE SIZE THREE (3) FERT4LIZER APPUCA710NS ARE TO BE APPLIED TO ALL PUNTING AREAS AT THIRTY 1. GENERAL-ALL WORK SHALL BE DONE IN ACCORDANCE WITH APPLICABLE CITY AND AVAILABLE FOR THE SPECIFIED CONTAINER SIZE (WITHOUT BEING ROOT BOUND). SHRUB SPECIFICATIONS. AFTER COMPLETE WEED KILL, REMOVE WEED RESIDUE AND TOP CTOR 30 DAY INTERVALS USING THE FOLLOWING FORMULA: COUNTY CODES AND THESE PLANS. MATERIALS SHALL BE VIGOROUSLY GROWING, HEALTHY PUNT MATERIAL, FULL AND BUSHY; CONTRACTOR CODES AND T14 E PLANS. INSPECT THE SITE AND VE�RIFYA L WORK LANDS ATHIS OF HINES WHOLESALE NURSERY/ MONROVIA NURSERY COMPANY QUALITY OR EQUAL THE 12. PRE-EMERGENT PROGRAM R PRIOR R INSTALLATION OF GROUND COVER, CONTRACTOR 5 LBS 16-16-16 COMMERCIAL FERTILIZER PER 1000 SO. FT. A. THE LANDSCAPE ARCHITECT WILL APPROVE ALL PUNT MATERIAL WHEN SPOTTED FOR PUNTING, SHALL INSTALL APER-EMERGENT HERBICIDE, EPTAM OIR EQUAL,TO ALL PROPOSED DIMENSIONS SHOWN ON THE PLANS PRIOR TO COMMENCEMENT OF AND WILL NOT HESITATE TO REJECT ANY MATERIAL OF QUESTIONABLE QUALITY, OR OF LESS rROUND COVER AREAS PER MANUFACTURER'S RECOMMENDATIONS. CONTRACT. WORKER'S COMPENSATION, PUBLIC LIABILITY,AND THAN THE LARGEST REASONABLE SIZE MATERIAL.AVAILABLE. ALL SPECIMEN MATERIAL CONTRACTOR SHALL CARRY ALL WORKS THE LANDSCAPE ARCHITECT FOR THIS PROJECT WILL BE AVAILABLE AT VALLEYCONTRACTOR 13 COINNTRACT PERIOD. MAINTENANCE SHALL CONSIST OfLPR PER WTED AFER AREAS N7ATIONOUT HE EXPENSE,AFTER LANTAGRONOMIC SOILS E GRADING HAS BEEN TEST.COMPLETED, ATHEETEST TSHALL BE PERFORMED HE CONTRACTOR LBY AN OBTAIN. APPROVED B. THE COM PROPERTY DAMAGE INSURANCE AS REQUIRED BY:OWNER. TAGGED BY HE AND TREE NURSERY. OR OTHER SOURCE EQUAL IN QUALITY SOIL TAB AND SHALL INCLUDE ALL T. THE ABOVE INFORMATION. THE RECOMMENDATIONS O C. THE CONTRACTOR SHALL APPLY FOR ALL PERMITS AND PAY FOR SAME. SHALL PURCHASE SEATAGGED MATERIAL,ARRANGE DELIVERY, PAY FOR SAME,AND INSTALL PER WEEDCONDING.AND GENERAL CLEAN-UP. PLANTS SHALL BE KEPT IN A HEALTHY GROWING THIS REPORT SHALL TAKE_PRECEDENT OVER THE ABOVE QUANTITIES ONLY WHEN THEY D. ALL IRRIGATION WORK SHALL HAVE BEEN INSPECTED AND APPROVED BY THE LANDSCAPE PLAN EXCEED THE SPECIFIED MINIMUMS. ARCHITECT PRIOR TO BEGINNING ANY GROUND COVER PLANTING WORK. _ E. THE OWNER'S SUPERINTENDENTRI Al, WORK INSPECT THE ON AND FIFTEEN GALLON PLANT MATERIAL AS APPROXIMATELY SPOTTED IN THE PUNTING WORK PRID THE WILL 6. THE LANDSCAPE ARCHITECT SHALL APPROVE THE LOCATION OF ALL OF THE ONE GALLON, 14. UPON THE BLISHMSNAND TIRE LANDSCAPE ARCHITECTS WRITTEN SAL OF ALL PHASES COMMENCE LANDSCAPE ARCHITECT AND COORDINATE ALL INSPECTIONS. _ FIVE GALL OF PLANTING INSTALLATION AND SHALL BE FOR NINETY(90) CONTINUOUS CALENDAR DAYS. WORKMANSHIP FIELD BY THE CONTRACTOR. ALL BOXED MATERIAL SHALL A STAKED FOR LOCATION PLANT ESTABLISHMENT WORK SHALL INCLUDE THREE(3) FERTILIZER APPLICATIONS TO ALL SOIL PREPARATION / BACKFILL NOTE° F. TCHOOPERATION OFOAND FLEXIBILITYI AND MATERIALS S EXPECTED OF THE CONTRACTOR TOWARD WORKING WITH APPROVAL PRIOR TO PLANT PIT EXCAVATION. PRIOR TO PLANTING,THE OWNER'S E ALL SPECIMEN TREES. PLANTED AREAS DURING THIRTY (30) DAY INTERVALS DURING THE PUNT ESTABLISHMENT REPRESENTATIVE WILL SELECT THE BEST SIDE AND FAC THE OWNER/LANDSCAPE ARCHITECT IN PRODUCING THE BEST POSSIBLE PRODUCT. (REFER TO FERTILIZER PROGRAM NOTE FOR TYPE AND APPLICATION RATES). TO ALL NEW PLANTING AREAS (SHRUB AND GROUND COVER), ROTOTILL THE FOLLOWING UPON COMPLETION OF EACH PHASE OF WORK,714E CONTRACTOR SHALL THOROUGHLY AMENDMENTS: G. CLEAN THE SITE OF ALL ACCUMULATED RUBBISH, DEBRIS,AND OTHER EXTRANEOUS 7, TREE TIES SHALL BE"TWIST-BRACE"AVAILABLE FROM SPECIFICATIONS. IONS. U OF OOD SORE CA 15 PLANT ESTABLISHMENT PROCEDURES -THE GENERAL CARE AND MAINTENANCE OF ALL MATERIAL.. ON19)F4 WOOD STAKES`USE FOLLOWS:BOLT TUFOR METAL STAKES.NS. USE W000 SCREWS AREAS SHALL CONSIST OF PROPER WATERING, FERTILIZATION,WEEDING, CLEAN-UP,AND AS _ FOLLOWS: 'NITROMULCH' SOIL AMENDMENT - 3 CU.YDS. PER 1000 SQ. FT' 2. SCOPE OF WORK -CONTRACTOR O LSHALLLE�UREILANALL MATERIAL, TLABPRLA TRAMTING AREAS AS ROOTED A.CULTIVATE AND WEED AT NOT LESS THAN TEN (10)WORKING DAY INTERVALS. 16-16-16 COMMERCIAL FERTILIZER - 12 LBS. PER 1W0 SQ. Ff. EQUIPMENT AND PROPERTY 6. FLIT pRINLDINER SUNLESS OTHERWISE AND SHALT-BE PLANTED IN INDICATED ON,OR REASONABLY IMPLIED BY THE DRAWINGS AND OR NOTES. B.THREE A FERTILIZER APPLICATIONS PER NOTE ABOVE WITH FERTILIZE AT THE RATE AND BACKFILL MIX FOR TREES, SHRUBS,AND VINES SHALL BE?S FOLLOWS: RO THEWS CONTINUOUSLY UNDER ALL TREES AND SHRUBS IN TFfEAREAS AS DESIGNATED ON FORMULA AS INDICATED IN THE SOIL PREP/BACKFILL MOTE. A. INCLUDEDG ITEMS: S ART OF GRADINGEWORK ALL OUT T NOT PUNTINE NECESSARILY PREPARATION IT ARE PLANTING THE PLANS AND AT THE SPACINO INDICATED IN THE LEGEND. ALL GROUND COVER AND C.CONTRACTOR SHALL MAINTAIN THE IRRIGATION SYSTEMS IN A LIKE NEW, OPERATING FOLLOWINSHRUB AREAS SHALL HAVE A MINIMUM DEPTH OF 3"SHREDDED WALK ON BARK MULCH, 1" CONDITION,ADJUSTING HEAD HEIGHT,THROW AND SPRAY ARCS AS NECESSARY. THE 6 PARTS BY VOLUME ON-SITE SOIL AND TREE HOLES; FURNISHING AND INSTALLATION OF ALL PUNT MATERIALS; PROVIDING IN DIAMETER D.CONTRACTOR IS RESPONSIBLE FOR PROPER WATERING OF ALL PLANTED AREAS,AND SHALL ¢ PARTS BY VOLUME ORGANIC AMENDMENT AS ABOVE MAINTENANCE THROUGHOUT THE PROJECT PERIOD; PROVIDING-PLANT ESTABLISHMENT WORK REPLACE ANY MATERIAL DAMAGED DUE TO IMPROPER MOISTURE. 's THROUGHOUT THE SPECIFIEDU TER�IOALD;AN WORKAND MANSHIP FOR OF ALL LANDSCAPPERIOD OF 0> E1) R• ANY CONCENTRATED DEVELOPMENT OF WEED GROWTH THAT MAY APPEAR IN PUNTING 1 LB. 16-16-i6 COMMERCIAL FERTILIZER PER CU. YD. OF MIX GUARANTEE OF ALL 9. TO ALL PLANTING AREAS AND PRIOR TO IRRIGATION SYSTEM INSTALLATION. CROSS RIP OR OTHERWISE TILL 12" DEEP. AFTER CROSS RIPPING, ROTO-TILL SOIL PREP AMENDMENTS 6" AREAS DURING PLANT ESTABLISHMENT PERIOD SHALL BE REMOVED AT THIRTY(30) DAY 2 LBS. IRON SULFATE PER CU.YD. OF MIX DEEP (SEE SOIL PREP/ BACKFILL NOTE). INTERVALS. THE CONTRACTOR MAY ELECT TO REMOVE SUCH CONCENTRATIONS OF WEEDS 3. THE CONTRACTOR SHALL REMOVE ALL WEEDS, ROCKS OVER 2" DIAMETER, DEBRIS AND MANUALLY OR BY AN APPROVED HERBICIDE PROGRAM. 'NITROMULCH' SOIL AMENDMENT AVAILABLE FROM 'KELLOG SUPPLY, INC.' (800) 232-2322 OTHER EXTRANEOUS MATERIAL FROM THE JOB SITE IN A LEGAL MANNER PRIOR TO E.DURING THE COURSE OF THE MAINTENANCE WORK,THE CONTRACTOR SHALL REMOVE PROCEEDING WITH ANY WORK UNDER THIS CONTRACT. 10.FOR BACKFILL AROUND TREES AND SHRUBS, USE THE FORMULA IO INDICATED IN THE SOIL SURPLUS MATERIALS AND DEBRIS FROM THE SITE AND SHALL KEEP THE PREMISES IN A PREP / BACKFILL NOTE. MIXING SHALL BE DONE AT ONE LOCATION. NEAT AND CLEAN CONDITION AT ALL TIMES. 4• THE OWNER U SHALL DING A� EMINOR ROUGH GRADE DE TO WITHIN EARTNi BERM AND OF AND 1SL0 ET SHAPES OF FINISH 11,WEED ABATEMENT-TO ALL PLANTING AREAS,AFTER EARTHWORK, INSTALLATION OF F. DURING THE PUNT ESTABLISHMENT PERIOD,THE CONTRACTOR SHALL 8E RESPONSIBLE FOR IRRIGATION SYSTEM AND SOIL PREPARATION,THE FOLLOWING WEED ABATEMENT WORK SHALL MAINTAINING ADEQUATE PROTECTION FOR ALL PLANTING AREAS. ANY DAMAGED AREAS PROVIDE FINISH GRADE IN PLANTING AREAS TO 1% MIN RdUM FLOW. FINISH GRADES SHALL IR DONE: SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. BE 2"BELOW ADJACENT WALKS, CURBS, DRIVEWAYS, Etc. IN GROUND COVER AREAS ANDBE HI Soil Prep Fertilizer NIA 1"BELOW IN TURF. - E Plantina Notes Underground Service Alert e "0 Calk TOLL FREE NORTH q 1-800 227-2600 I .� CUP #3503 IP#060145 SHEET No. sEAL- APE COUNTY OF RIVERSIDE TWD WORMFING DAYS BEFORE YOU DIG SEAL-COUNTY COUNTY OF RIVERSIDE SCAPf 4649 Brockton Avenue wIT H R F Y. TRANSPORTATION DEPARTMENT �o q Riverside, CA 92506 PLANTING DETAILS NOTE: ¢oFEsslo � � WLONeY 9y (951) 369-0700 WORK CONTAINED WITHIN THESE PLANS o° FR 'w< PPROVED Y: `` - Fax (951) 369-4039 SHALL NOT COMMENCE UNTIL AN _ : s _. http://www.comworksdg.com L.A. FITNESS- LAKE ELSINORE ENCROACHMENT PERMIT AND/OR A * *' IiflGl illl► p 20' 40' �' of 5 SHEETS GRADING PERMIT HAS BEEN ISSUED. no.�yzoz ALAN FRENCH, P.E. DATE \� A MR.12-31- R.C.E. 45 XP. 12-31-08 PREPARED BY: 1 FOR: SOUTHUND W.O. COUNTY © N THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR `I? 111-a �s 0 R.L.A. N0. SCALE: 1"=20' FILE N0. 7 ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. AP DATE 9}ea�U�o"P A E f9lF OF Cp\�F�� DML for T M EXP. DATE 10 31 07 DEVELOPMENT IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPRWAL OR DATE BY MARK RE OMME BY DATE DURING CONSTRUCTION,THE PRIVATE ENGINEER SHALL BE RESPONSIBLE REVISIONS COUNTY FOR DETERMINING AN ACCEPTABLE SOLUTION AND RENSING THE PUNS ENGINEER FOR APPROVAL BY THE COUNTY.