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964a_sd(2)2 3 4. 5. 6. 7. 8. 9. 10. 17. `��' ► 18. o r 19. 20. 21. I �—, f 22. TRACT 30760 STORM DRAIN PLAN NOTE: DE PALMA ROAD STORM DRAIN IMPROVEMENTS ARE PER SEPARATE PLANS —M.S.#4064, I.P.#050194 R.C.F.C. & W.C.D. STANDARD DRAWINGS &QUANTITIES s� LEE LAKE c�NYON =a` 12 7 8 T0 3 18 'QO S/n, GPI � � BEARDS Y P, f z c� z x E o< j PROJECT 13 `18 18 E17 24 19 19 20 SffE E � HORSETH{EE CANYON mNu ff m N.T.S. UPDATED A.L.T.A. NOVEMBER 15, 2001 SECTION 18 T5S, R5 THE CONTRACTOR SHALL CONSTRUCT THE FLOOD CONTROL IMPROVEMENTS SHOWN ON THE DRAWINGS IN CONFORMANCE WITH THE REQUIREMENTS OF THE RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT'S M.O.U. STANDARD SPECIFICATIONS DATED SEPTEMBER 1984, AND DESIGN MANUAL STANDARD DRAWINGS DATED APRIL 2004. AN ENCROACHMENT PERMIT IS REQUIRED FROM RIVERSIDE COUNTY FLOOD CONTROL. CONTACT DISTRICT ENCROACHMENT ENGINEER AT 951 /955-1266. AFTER THE PERMIT IS ISSUED THE DISTRICT MUST BE NOTIFIED ONE WEEK PRIOR TO CONSTRUCTION, CONSTRUCTION INSPECTION WILL BE PERFORMED BY RIVERSIDE COUNTY FLOOD CONTROL. — CONTACT DISTRICT INSPECTION AT 951 /955-1288. THE DISTRICT MUST BE NOTIFIED TWENTY DAYS (2'0) PRIOR TO CONSTRUCTION. ALL STATIONING REFERS TO CENTERLINE OF CONSTRUCTION UNLESS OTHERWISE NOTED. STATIONING FOR LATERALS AND CONNECTOR PIPE REFER TO THE CENTERLINE INTERSECTION STATIONS, FORTY—EIGHT HOURS BEFORE EXCAVATION, CALL UNDERGROUND SERVICE ALERT 1-800-227-2600, ALL ELEVATIONS SHOWN ARE IN FEET AND DECIMALS THEREOF BASED ON U.S.C. & G.S DATUM. ALL CROSS SECTIONS ARE TAKEN LOOKING W DO NSTREAM. ELEVATIONS OF UTILITIES ARE APPROXIMATE UNLESS OTHERWISE NOTED. OPENINGS RESULTING FROM THE CUTTING OR PARTIAL REMOVAL OF EXISTING CULVERTS, PIPES OR SIMILAR STRUCTURES TO BE ABANDONED SHALL BE SEALED WITH 6" OF CLASS "B" CONCRETE. — PIPE CONNECTED TO THE MAINLINE PIPE SHALL CONFORM TO JUNCTION STRUCTURE NO. 4 (JS 229) UNLESS OTHERWISE NOTED. PIPE BEDDING SHALL CONFORM TO RCFC&WCD STD. DWG. NO. M815 EXCEPT FOR COVER <2 FEET. FOR COVER <2 FEET, CONCRETE SLURRY (2000 PSI — 2 SACK) SHALL BE USED. THE ENTIRE TRENCH SHALL BE SLURRY EXTENDING 4 INCHES MINIMUM AND 12 INCHES MAXIMUM ABOVE THE TOP OF PIPE. NOT APPLICABLE "H" IS THE DEPTH OF CATCH BASINS MEASURED FROM THE TOP OF CURB TO INVERT OF CONNECTOR PIPE. CATCH BASINS SHALL BE LOCATED SO THAT LOCAL DEPRESSION SHALL BEGIN AT EXISTING CURB RETURN JOINT, UNLESS SPECIFIED. ALL CURBS, GUTTERS, SIDEWALKS, DRIVEWAYS AND OTHER EXISTING IMPROVEMENTS TO BE RECONSTRUCTED IN KIND AND AT THE SAME ELEVATION AND LOCATION AS THE EXISTING IMPROVEMENTS UNLESS OTHERWISE NOTED. STANDARD DRAWINGS CALLED FOR ON THE PLAN AND PROFILE SHALL CONFORM TO DISTRICT STANDARD DRAWINGS UNLESS NOTED OTHERWISE. THE CONTRACTOR IS REQUIRED TO CALL ALL UTILITY AGENCIES REGARDING TEMPORARY SHORING AND SUPPORT REQUIREMENTS FOR THE VARIOUS UTILITY LINES SHOWN ON THESE PLANS. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES. APPROVAL OF THESE PLANS BY THE RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT DOES NOT RELIEVE THE DEVELOPER'S ENGINEER OF RESPONSIBILITY FOR THE ENGINEERING DESIGN. IF FIELD CHANGES ARE REQUIRED, IT WILL BE THE RESPONSIBILITY OF THE DESIGN ENGINEER TO MAKE THE NECESSARY CORRECTIONS. THE CONTRACTOR OR DEVELOPER SHALL SECURE ALL REQUIRED ENCROACHMENT AND/OR STATE AND FEDERAL REGULATORY PERMITS PRIOR TO THE COMMENCEMENT OF ANY WORK. ALL PRIVATELY MAINTAINED STORM DRAIN SHALL BE WITHIN AN EASEMENT "DEDICATED TO THE PUBLIC FOR STORM DRAIN AND DRAINAGE" PURPOSES. �(3EXIS'nNG 72" APIV 391-030--023 NOTE. WORK CONTAINED WITHIN THESE PLANS SHALL K&A 101201J O NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT iry fN T AND/OR A GRADING PERMIT HAS BEEN ISSUED EXISTING 66" INDEX, bdAE I 1 ' SCALE: ,'� = 25C'— _ _ — — UST OF STANDARDS LM COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT TITLE/PHASE MAP SHEET COUNTY ROAD IMPROVEMENT STANDARDS AND INDEX SHEET — LINE A SPECIFICATION —JULY 2, 1998 PLAN & PROFILE/BASINS/LATERALS NOT USED RIVERSIDE COUNTY FLOOD CONTROL AND WATER INDEX SHEET — LINE B CONSERVATION DISTRICT DESIGN MANUAL, STANDARD PLAN & PROFILE/BASINS/LATERALS DRAWINGS —MAY 1971 NOT USED INDEX SHEET — LINE C AMERICAN PUBLIC WORKS ASSOCIATION STANDARD PLANS PLAN & PROFILE/BASINS/LATERALS FOR PUBLIC WORKS CONSTRUCTION —1997 EDITION WATER QUALITY BASINS DETAIL SHEET ENGINEERS i�OT BIFURCATION DETAIL SHEET ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OF OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT THE OWNER BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED: NOT INDICATED ON THE PUBLIC RECORD EXAMINED. LOCATED AT VARIANCE WITH THAT REPORTED OR SHOWN ON RECORDS EXAMINED BY THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OF STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. TED FOR WQMP — SHEET 1 REWSED INDEX MAP & SHEET 4/- lY-13 2 K&A 0212025 1 REPLA THE PRI VA TE ENGINEER SIGNING rHFSF PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND DIAL ACCEPTABILITY OF THE DESIGN HEREON. IN THE 8ffw — EVENT OF DISCREPANCIES ARISING AFTER COUNTY YOU DIG YOU DIG APPROVAL OR DURING CONSTRUCTION, THE PRI VA TE TOLL FREE DIAL 811 ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING MARK BY DATE A PUBLIC SEMACE BY AN ACCEPTABLE SOLUr1ON AND REVISING THE PLANS UNDERGROUND SERMCE ALERT FOR APPROVAL BY THE COUNTY. ENGINEER Drowmg: R: �2543d5�Trral�StormDrarn`tSC revised d/ay 20151,D85- SIJ .30760_01 dwa Layout: P.C.TD. Lost Soved Wed Oct 30, 2013 — 7 i7am l.r�st Plotted. Wed Oct JO. 2013 — 720om By: Panic N SHEET [CIOg 2 3-17 12-13 18 19-32 26 33 34— 38 39— 40 41 42 CONSTRUCTION NOTE DESCRIPTION UNIT 3','R, 3 2 0'*7.A. TOTAL 1 CONST. 18" R.C.P. (D LOAD PER PROFILE) LF 1371 1360 274 327 2 CONST. 24" R.C.P. (D LOAD PER PROFILE) LF 533 2055 416 3004 (4)_ CONST. 36" R.C.P. (D LOAD PER PROFILE) LF 965 907 234 2106, 5 CONST. 30" R.C.P. (D LOAD PER PROFILE) LF 213 --T - 213 11 CONST. JUNCTION STRUCTURE NO. 2 PER RCFC STD. DWG. JS 227 EA 14 5 1 20 13 CONST. MANHOLE NO. 1 PER RCFC STD. DWG. MH 251 EA 5 7 3 15 14 CONST. MANHOLE NO. 2 PER RCFC STD. DWG. MH 252 EA 3 2 - 5 15 CONST. MANHOLE NO. 4 PER RCFC STD. DWG. MH 254 EA - 4 - 4 16 CONST. TRANSITION STRUCTURE NO. 3 PER RCFC STD. DWG. TS 303 EA 5 5 2 12 17 CONST. CONCRETE COLLAR PER RCFC STD. DWG. M 803 EA 1 2 - 3 18 CONST. BIFURCATION STRUCTURE PER DETAIL ON SHEET 42 EA 1 - - 1 21 CONST. CONCRETE BACKFILL SF 2500 - - 2500 22 CONST. PIPE SUPPORTS ACROSS TRENCHES PER DETAIL ON SHEET 41 EA 2 - - 2 29 CONST. LOOSE RIP RAP 1 4 TON 2.7' THICK ROCK SIZE D50=21 WITH 1' FILTER BLANKET MIRAFI 70OX OR APPROVED EQUAL TON 66 _ _ 66 ��CONST. LOOSE RIP RAP 501b 15" THICK ROCK SIZE D50=10" _WITH 4" FILTER BLANKET MIR;>�F1 70OX OR APPROVED EQUAL TON 2 — — 2 37 CONST. TIMBER BULKHEAD PER RCFC STD. DWG. M804 EA .T.D. STAND CONSTRUCTION NOTE DESCRIPTION UNIT �7., 3 z ,' 3 TOTAL CONST. CATCH BASIN NO. 1 PER RCTD STD. DWG. 300; W AND H PER PLAN AND PROFILE; LOCAL DEPRESSION PER STREET IMP. PLAN. EA 17 20 9 46 C.S.A. QUANTITIES CONSTRUCTION NOTE DESCRIPTION UNIT A� , 3O'R72 Z . T0Tk (6)—CONST. BASIN OUTLET STRUCTURE PER DETAIL ON SHEET 39 EA 1 — — 1 (D--CONST. BASIN OUTLET STRUCTURE PER DETAIL ON SHEET 40 EA 1 — — 1 8 CONST. CHAIN LINK FENCE W/ DRIVE GATE PER RCFC STD. DWG. M801 LF 1535 — — 1535 10 CONST. CONCRETE DROP INLET PER RCFC STD. DWG. CB110 EA 1 1 — 2 12 CONST. SPLASH WALL PER DETAIL ON SHEET 39 LF 156 — — 156 20 CONST. HEADWALL PER CALTRANS STD DWG D89 EA 4 — 4 28 CONST. VELOCITY CONTROL RINGS PER DETAIL ON SHEET 41 EA 1 _ -- 1 CONST. LOOSE RIP RAP 100LB 18" THICK ROCK SIZE D50=12" ��_WITH1—FOOT FILTER BLANKET (MIRAFI 70OX OR APPROVED EQUAL) TON 7 __ 7 A.P,W.A. STANDARD DRAWINGS & QUANTITIES CONSTRUCTION NOTE DESCRIPTION UNIT 30 1 307 2 30, 3 TOTAL 35 CONST. SLOPED PROTECTION BARRIER PER APAWA STD. DWG. NO. 360-0 EA 1 TmCE TO CohmG°TOR: CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A DILIGENT SEARCH OF AVAILABLE RECORDS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS AND IS RESPONSIBLE FOR THE PROTECTION AND ANY DAMAGE TO THESE LINES OR STRUCTURES. THE CONTRACTOR SHALL CALL UNDERGROUND SERVICE ALERT AT 1-800-227-2600 AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION IN ORDER TO DETERMINE ACTUAL FIELD LOCATIONS OF EXISTING UTILITIES. BENGHMARK- �OFESSr� ��O N. �gC�9�F No. 55534 * Exp.12/31/?4 * CIVtL �Q' 9T�OF CALFFd�� ` 0 S B O R N ENGINEERING 357 N. SHERIDAN STREET 3 SUI TE 117 L4ND PLANNING CORONA, CALIFORNIA 92880 TEL. (951) 279-1800 SUMNNG FAX (951) 279--4J80 Et7 117E'81Il1 Inc. �.�� 1.5 MILES NORTHWEST OF THE POST OFFICE IN ALBERHILL S OWNED BY MR. L p GORDENO OBFEET NORTHWESK RANCH IOF THE CENTER OF THE DRIVEWAY, 26 FEET NOR THOEST of THE CENTER OF THE HIGHWAY AND 1 FOOT REST OF THE FENCE. A BRASS DISK FLUSH IN CONCRETE TAB ON N'LY SIDE OF TEMWL ESCAL CANYON RD. f/— 1700 FELT NY OF EAST 1/4 CORNER SECTION 17 T5S R5W DATED: 1929 ELEVATION: 7182.819 -CH 11, 15-17, 21-25, 30-32, 34, 36-38 BEC 3/19/25 REVISIONS APPR. DATE PREPARED BY.- s R.C.E. NO. 5. 04 DA TE 1 E3 ®�' i FOR.• SCALE.' �, , - 2�0 COUNTY Drowinq: R. �2543J.5 iFinai�StormOrcin`SO revised May 20131065—SD-30760 02-dwg I_oyout PC r.D. Lost Saved' Wed Oct 30, 9013 -- % llam Cast Pluited: Wed Oct 30, 20i3 — 720cm Sy Poln6kE pz a rj- Ai 0 P.l Ut ///: _Rl 4AR�t 12+ 00 1240 1230 1220 1210 Qaw 100.0 - ' PLAN VIEW 20 0 20 W i CL _ z -- - I F scALE:1 "=20' 10 q C.B. #18(W=14' H- 6')I 9 _ --�---------- +14.94 ST. STA 1240 1230 1220 1210 R/W CAMINO LUNDE RW 56' 28' 28' F 10' 18' 18' 10' I Q STORM DRAIN 6, 2% 2% 2% 2% F W12• W12• „ � 36 R.C.P. S8• SECTION AT STA 1 2+40.00 TYPICAL FROM STA 10+67.30 TO STA 12+79.39 10' 0 10' F-1 NFORMATON NOTE ALL X-SECTIONS TAKEN L LOOKING DOWN STREAM LINE AND CURVE DATA NO. DELTA RADIUS LENGTH TANGENT 1 N45°5834"E 79.91' 2 N89'01'2611W 31.45' 3 N89'03'49"E 35.59' A 81'5659" 1 22.50' 1 32.18' 1 19.54' NOTES (D CONST. 18" R.C.P. (D LOAD PER PROFILE) G) CONST. 36" R.C.P. (D LOAD PER PROFILE) CONST. CATCH BASIN NO. 1 PER RCTD STD. DWG. 300; W AND H PER PLAN AND PROFILE; LOCAL DEPRESSION PER STREET IMP. PLAN. 11 CONST. JUNCTION STRUCTURE NO. 2 PER RCFC STD. DWG. JS 227 A) A=45'00'00", B=18", C=5.23', D=36", E=3.18', F=1.11', G=1.42' B) A=43'05'10", 8=18", C=4.96', D=36", E=3.02', F=1.29', G=1.31' 17 CONST. CONCRETE COLLAR PER RCFC STD. DWG. M 803 20 CONST. HEADWALL PER CALTRANS STD. DWG. D89 SPECIAL NOTES IN PREPARING THESE PLANS, K&A ENGINEERING, INC DID A THOROUGH SEARCH FOR * THE CONCRETE COATING ON THE INSIDE OF ALL REINFORCED CONCRETE PIPES MUST BE ALL EXlS77NG PLANS AND COMPILED A FIELD SURREY OF ALL ABOVE GROUND INCREASED TO PROVIDE A MINIMUM OF 1-1�2" OVER THE REINFORCING WHEN THE DESIGN APPURTENANCES. K&A ENGINEERING, INC, PRO SIDES NO WARRANTY AND ACCEPTS NO y> > RESPONSIBILITY AS TO THE ACTUAL LOCATION OF ANY UNDERGROUND OR ABOVE LINE A STA 1 0 + 6 7. 3 0 -- 12 + 7 9 . 3 9 VELOCITIES EXCEED 20 FEET PER SECOND. THE CONCRETE DESIGN STRENGTH IN THESE GROUND U77LITY EITHER INSTALLED BEFORE OR AFTER THE DATE OF THE REACHES SHALL BE f'c=5,000 psi FOR VELOCITIES EXCEEDING 20 FEET PER SECOND AND PREPARA77ON OF THESE PLANS. CONTRACTOR TO CONTACT UNDERGROUND SERVICE f c=6,000 psi FOR VELOCITIES EXCEEDING 30 FEET PER SECOND. ALERT 0 1-800-227-2600 TO VERIFY LOCH 77ON OF EXIS77NG U77L1 TY LOCA 77ONS AND SHALL CONTACT THE ENGINEER OF RECORD IF THERE IS ANY MA TFRIAL DISCREPANCY. NOTE WORK BENCHMARK.- m4a30l6�1 Ili Q Y'k� D NOT COMMENCE UNTILEAN ENCROACHMENT PERMISHALL Al K&A 10/20i3 REMISED LINE A ALIGNMENT �� "� Q� SSI 0 S B 0 R N EJ�(,J Rj G 357 N. SHERIDAN STREET 1.5 MILES NOR7Ni3EST OF THE POST OFFICE IN ALBERNILI DAND/DR A GRADING PERMIT HAS BEEN ISSUED. o eR °Nay 1. SUI TE 717 ALONG STATE 7L ON THE WILLOW BROOK RANCH WHICH= kZja ' ' ' 1 THE P,RI VA TE ENGINEER SIGNING THFSF PLANS IS 4"t �� F << �� LAND PLANNING CORONA, CALIFORNIA 92880 IS OOHED BY MR. L.P. GORDEN 30 FEET NORTHWEST OF 7M"T.�3 Ili` i fJYli" 9y THE CENTER OF THE DRIVEW�4Y, 26 FEET NORTHWEST OF 1 RESPONSIBLE FOR ASSURING THE ACCURACY AND —' =' TEL. (951) 279-7800 THE CENTER OF THE HIGHWAY AND 1 FOOT KEST OF THE Dk � ACCEPTABILITY OF THE DESIGN HEREON. IN THE No. 55534 "1 i cf RVEY G FENCE. A BRASS DISK FLUSH IN CONCRETE TAB ON N'LY �Of RiVMDE K' J V,1� Y L. 11! Y�1 FAX (951) 279 — 4380 SIDE Df TEk1ESCAL CANYON Rp. f 1700 FEET N'WL Y WORE DAYS Is T DISCREPANCIES c C n { Exp.12; 31 /14 � /— TRACT 30760 STORM 1. "N PLAN E✓E,N, OF ARMING AFTER OL, 1 Y * Engineering, Inc. OF EAST 1/4 CORNER SEC110N 17 T55 R5I9! YOU I� YOU IKG APPROVAL OR DURING CONSTRUCTION, THE PRI VA TE LINE 'A' STA 17 6,7.30 TO STA �, �79.39 TOLL I=REEEE DIAL 811 ENGINEER SHALL SE RESPONSIBLE FOR DETERMINING �TqT CCA �� _ DATFIJ: 1928 ELEVIATION.• 1182,819 A PUBLIC SERVICE BY AN ACCEPTABLE MARK BY DATE APPR. DATE �oc��F° PREPARED BY R.C.E. N0, 55534 FOR. I!0. COUNTY UNDERGROUND SERVICE ALERT SOLU,lON AND RL VISING THE PLANS REVISIONS � 1 � I SCALE.' 1, = 20, FILE N0. FOR APPROVAL BY THE COUNTY. ENGINEER COUNTY DATE Orcwing: R. 1254305\FinoljStormDroin LSD revised Moy 201J�085—SD-30750-03 dwg Luyour: 12.L'. l:f), Lost Saved: Ned Oct M 201.3 — 8: 72om iosr Piotred: Wed Oct 3O, 201i — 6. tom BY: PctrickB 13+00 IT Ere HE 15+ 00 16+00 ti a 0 1260 1250 1240 1230 0 z1 IN ovUIJ— MAINTAINED BY RCTD IN PREPARING THESE PLANS, K&A ENGINEERING, INC DID A THOROUGH SEARCH FOR ALL EXIS77NG PLANS AND COMPILED A FIELD SURVEY OF ALL ABODE GROUND APPURTENANCES K&A ENGINEERING, INC, PROI>7DES NO WARRANTY AND ACCEPTS NO RESPONSIBILITY AS TO THE ACTUAL LOCA77ON OF ANY UNDERGROUND OR ABOVE GROUND U77LI TY EITHER INSTALLED BEFORE OR AFTER THE DA TE OF THE PREPARA 77ON OF THESE PLANS CONTRACTOR TO CONTACT UNDERGROUND SERVICE ALERT ® 1-800-227-2500 TO VERIFY LOCATION OF EXIS77NG U77LITY LOCATIONS AND SHALL CONTACT THE ENGINEER OF RECORD IF THERE IS ANY MATERIAL DISCREPANCY. NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL K&A 1012013 Q NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND DLAL TWO OR C ACCEPTABILITY OF THE DES'GN HEREON. IN THE BffME DAYS BME EVENT OF DISCREPANCIES ARISING AFTER COUNTY YOU DIG YUU APPROVAL OR DURING CONSTRUCTION, THE PRI VA TE TOLL FREE DIAL 81ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING MARK BY DATE A PUBLIC SERVICE BY AN ACCEPLA3 - SOLUTION AND REVISING THE PLANS UNDERGROUND SERVICE ALERT FOR APPROVAL BY THE COUNTY. ENGINEER Growir7gP: �254305�Frnal�5tormUrain.�SU revised Voy 2013�,0H5—SD-30760-04.dwo Layout: R.CTD. Last Saved: Wed Oct 3G, 201.5 — 7:23orn Last Plotted: *ou Oct 30.. 201_' 8:.3'om Ley Patrick& =IZo{. ... ._ _ ._,,.__.. 24�..8.8_.__- - *21256' LF 36 �CIP I MAINTAINED BY RCTID 23 I 24 I 25 LINE "A" STA 2+ 79. 39 LINE "A" ALIGNMENT. REVISIONS !/-/Y`.ts APPR. [ DA TE COUNTY f- PROFILE SCALE HORZ: 1" = 20' VERT: 1" = 5' 1250 1270 1260 1250 R/W q CAMINO LUNDE S8• 36" R.C.P. SECTION AT STA 4+00 TYPICAL FROM STA 12+50 TO STA 16+50 10' 0 10' F,NFoRMATON NOTE ALL X-SECTIONS TAKEN L LOOKING DOWNSTREAM LINE AND CURVE DATA NO. DELTA RADIUS LENGTH TANGENT 1 N 65°07'48" W 214.89' A 29°09'23" 306.00' 1 155.72'1 79.58' NOTES OCONST. 36" R.C.P. (D LOAD PER PROFILE) GCONST. JUNCTION STRUCTURE NO. 2 PER RCFC STD. DWG. JS 227 A=45'00'00", B=18", C=5.19', D=36", E=3.18", F=1.42', G=1.20' 14 CONST. MANHOLE NO. 2 PER RCFC STD. DWG. MH 252 R/W SPECIAL NOTES * THE CONCRETE COATING ON THE INSIDE OF ALL REINFORCED CONCRETE PIPES MUST BE INCREASED TO PROVIDE A MINIMUM OF 1-1/2- OVER THE REINFORCING WHEN THE DESIGN VELOCITIES EXCEED 20 FEET PER SECOND. THE CONCRETE DESIGN STRENGTH IN THESE REACHES SHALL BE f'c=5,000 psi FOR VELOCITIES EXCEEDING 20 FEET PER SECOND AND f'c=6,000 psi FOR VELOCITIES EXCEEDING 30 FEET PER SECOND. 16+50 PLAN VIEW 20' 0 20' III SCALE:1 '=20' BENCHMARK. ° M4Gi3WW1 k88 O R N ENG1NEERIIVC 357 N. SHERIDAN STREET 1.5 MILES NORTHWEST OF THE POST OFFICE IN ALBERHILL m4G xvo2 e� SUITE 117 ALONG STATE 71, ON THE YW9LLOW BROOK RANCH WHICH N fiA��F� a IS OWNED BY MR. L.P. GORDEN 3O FEET NORTHWEST OF < iIC`T..3 y LAlVfl PLANNING CORONA, CALIFORNIA 92580 THE CENTER OF THE DRIVEWAY, 26 FEET NORTHWEST OF ? TEL. (951) 279-1800 THE CENTER OF THE HIGHWAY AND 1 FOOr WEST OF THE p CVj p-+ FENCE A BRASS DISK FLUSH IN CONCRETE TAB ON N L Y u No. 55534� 5U VC YIN FAii (9Jr1) 279-4 80 SIDE OF TEMESCAL CANYON RO. t/- 1700 FEET N'WLY * Exp.':2/3 [, � . * Engineering, Inc. OF EAST 114 CORNER SECTION 17 T55 R5W. CCv 1, a��\P DATED: 1929 ELEVA nON. 1182.819 PREPARED R. C. E. NO. 55534 SCALE- , _ FOR, DATE �� jz� I� 1 _ 20 Pff TRACT AW .30 COMNiY OF RMIME TRACT .30760 STOW DRAIN PLAN LINE 'A' STA I.2#7939 TO STA 16#50 W. 0. 1 COUN SHEET 4 i Drowing. ? ,144Cg5�Ftno!'4StarmCJrair �3C7fiC r t0&5-5D— C76p—CS.dwg Loyou • R.C. T.O. Last Saved., Fri Jon 11, 2008 — 11, Hom Last Plotted Fue Ju; C3, 2012 -- 70:24um By. 17enrYH 21 +00 22+00 23+00 24+00 25+00 ' � ��1�� it ■�� • ri��.�c.�i��i■■■��. • : �� ice■ ��■��w�■I�� I MEN am � _ .. ��ii�i��rC�•LI'_f:L'�■■�� 1��=j:�Ji ' '��i�l�1.��1�� - 0 \ 21+00.81 MATCH LINE SEE SHT. No. 5 TR. BNDY S 25 FA L FOR PROFILE SEE SHEET 14 LAT A7 1 U w CB#12(W=21'H=6.0O:t �n 24+70.10 ST. STA R/W "FOR PROFILE SEE SHEET 14 3 LAT A6 1 05 24 _ C.B #13(W=21' H=6.00'); 24+72.94 ST. STA 9 1 STA 21 +00 IN PREPARING THESE PLANS, K&A ENGINEERING, INC DID A THOROUGH SEARCH FOR ALL EXIS77NG PLANS AND COMPILED A FIELD SURVEY OF ALL ABOVE GROUND APPURTENANCES K&A ENGINEERING, INC, PROVIDES NO WARRANTY AND ACCEPT' NO RESPONSIBILITY AS TO THE ACTUAL LOCA77ON OF ANY UNDERGROUND OR ABOVE GROUND U77LI TY EITHER INSTALLED BEFORE OR AFTER THE DA 7F OF THE PREPARATION OF THESE PLANS CONTRACTOR TO CONTACT UNDERGROUND SERVICE ALERT 0 1-800-227-2600 TO VERIFY LOCA77ON OF EXISTING U77LITY LOCATIONS AND SHALL CONTACT THE ENGINEER OF RECORD IF THERE IS ANY MATERIAL DISCREPANCY. M NOTE.• WgRK CANTA/NED WITH/N 1 NESE PLANS SHALL K&A 02/20� O NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT D C7A AND/OR A GRADING PERMIT HAS BEEN ISSUED. , Zk VVVVV~ THE PRI VA TE ENGINEER SIGNING 7HESE PLANS IS RESPONSIBLE FOR ASSURING 7HE ACCURACY AND DIAL 1VY0 VYORI�C ACCEPTABILITY OF 7HE DESIGN HEREON. IN 7HE SORE WN EVENT OF DISCREPANCIES ARISING AFTER COUNTY YOU DIC YOU DE APPROVAL OR DURING CONS TRUC770N, THE PRIVATE TOLL FREE DIAL 811 ENGINEER SHALL BE RESPONSIBLE FOR DE7FRM/N/NG MARK BY DATE A PUBLIC SERVICE BY AN ACCEPTABLE SOLU77ON AND REVISING THE PLANS UNDERGROUND SERVICE ALERT FOR APPROVAL BY 7HE COUNTY. EW AM LAT Z PER RGRD PLANS SHEET 7 PER ST IPilP-' PLAN SHEET 10A UNDER SIDEWALK DRALN R/W CK 24" S TORMDRAIN PIPE 00 S 2_ N69'58'2 6"E 23 23 w L� 59 0 R/W 1 58 C.B. #11(W=14' H=6.00') 9 21 +27.82 ST. STA FOR PROFILE I SEE SHEET 17 � &ELAT A18 I CAMINO ALLEN C � I I 1 I I 57 11 LINE "A" STA 21 + 00 - 25+ 50 REPLACED DUE TO SUBSTANTIAL CHANGES REwsxNs BEC 3/19/25 APPR. DATE COUNTY 5 /w 2 0 u7 + LO N U) R/W Q Lu I-_ / Z FOR PROFILE J o Z SEE SHEET 15A = LA T A8 1 U I.-: F--(n 56 w V) �p PLAN VIEW 20' 0 20' SCALE:1 "=20' 0 S B 0 R N ENGINEERING 357 N. SHERIDAN STREET SUI7E 117 o LAND PLANNING CORONA, CALIFORNIA 92880 7FL. (951) 279-1800 SURVEYING FAX (951) 279-4380 Engineering, Inc. PREPARED BY ) R. C.E. NO 65931 DATE 2/12/25 R/W ? CAMINO ALLEN I 56' 28' 1 28' 10' 18' 18' 10' q STOR DRAIN 6' 2 --2% 1 W120 • RCW8 •S8 24" R.C.P.----o SECTION AT STA 23+00 TYPICAL FROM STA 21+71.50 TO STA 25+50 10' 0 10' INFORMATION NOTE ALL X-SECTIONS TAKEN L LOOKING DOWN STREAM R/W LINE AND CURVE DATA NO. DELTA RADIUS LENGTH TANGENT 1 N 20'01'34" W 0.81, 2 N 69'58'26" E 378.50' 3 N 07'53'28" E 27.25' 4 N 60'25'40" W 15.61' 5 N 22'26'58" E 33.44' 6 N 24'58'26" E 9.43' 7 N 20'01'34" W 11.42' Al90,00,00" 45.00' 70.69' 45.00' B 45'00'00" 1 22.50' 17.67' 9.32' N OTES 0 CONST. 18" R.C.P. (D LOAD PER PROFILE) O2 CONST. 24" R.C.P. (D LOAD PER PROFILE) O4 CONST. 36" R.C.P. (D LOAD PER PROFILE) CONST. CATCH BASIN NO. 1 PER RCTD STD. DWG. 300; W AND H PER O9 PLAN AND PROFILE; LOCAL DEPRESSION PER STREET IMP. PLAN. 11 CONST. JUNCTION STRUCTURE NO. 2 PER RCFC STD. DWG. JS 227 A=45'00'00", 13=18", C=3.84', D=24", E=3.17' F=0.59' G=0.38' 13 CONST. MANHOLE NO. 1 PER RCFC STD. DWG. MH 251 15 CONST. MANHOLENO. 4 PER RCFC STD. DWG. MH 254 TOP) A=62 04 58, , B=18,, C=3.26 , D=24 , D2=36 BTM) A=46'35'54", 13=18", C=3.81', D=24", D2 =36" 000NST. TIMBER BULKHEAD PER RCFC STD. DWG. M804 0 SPECIAL NOTES * THE CONCRETE COATING ON THE INSIDE OF ALL REINFORCED CONCRETE PIPES MUST BE INCREASED TO PROVIDE A MINIMUM OF 1-1/2" OVER THE REINFORCING WHEN THE DESIGN VELOCITIES EXCEED 20 FEET PER SECOND. THE CONCRETE DESIGN STRENGTH IN THESE REACHES SHALL BE f'c=5,000 psi FOR VELOCITIES EXCEEDING 20 FEET PER SECOND AND f'c=6,000 psi FOR VELOCITIES EXCEEDING 30 FEET PER SECOND. BENCHMARK.• TRACT 3076a1 f 5 MZS X RNWT aF N E P= 0FnW Nv &B13 A11 TRACT 30760-2 a mo ear R. Lp. .�v T X R� TRACT 307603 RE COO? GF RE DIBYE1IfA Y. 26 Fa7 NWIHNEST AF BE CENTER OF BE MMM Y AND 1 FWT NEST AF BE FENCE A BRASS W K RM AV CaVMW TAB aV NYY ME C F mE= cANY N An +/- 17M FUT WKY aF EAST 1/4 GWf SEMN 17 755 R519 DAM 1929 aEVAIM 1=819 FOR SCALE.• �. = 20' PER TRACT MAP 30760 COUNTY OF RNERSDE L A' STA 2W TO STA 25050 /P# 050193 ')HLL I NU. fif 060006 6A o IP# 060007 6 0F42SH TS 964 A Drawing; R; �254305�Fhal�StormDroin�30760�085—SD-30760-06,dwg Layout R.C.LD, Last Saved: Mon Feb 03, 2025 — 9, 12am Last Plotted, Mon Feb 03, 2025 — 9.56am By. Losiah.gormca r7ra. ' : `14FOSS�Finpl�SformGrotn� t176I1-7`g$5—SD—�076Q—Q7.dvg lcyout: P.C,'0. Last Saved. Wed Jun 20, 2012 — 7:20om Last Plotted- fije Ju.! 03, 2072 — 11: 13om 8y.• uenryH CAMINO ALL.E --p 10, LSE AND CURVE DATA Noy DELTA RAa1 S.I.L ICI+ . ANEW` .....- ... .: ICI 60". 8 26" , E 165.42' ... . . 3:: N•02,'OWr. _: ...... -_ •6.2' ICI 2W02'06 W .4.29' A 1 3213. 24 508 00' 284 58 14, 6.16' B 45VO"2r50' 17.' J 10 ? LOAD PER PROFILE) 3 LOAD PER PROFILE) N NO. 1 PER RCTD STD. DWG. 300; W AND H PER LOCAL DEPRESSION PER STREET IMP. PLAT. I OCTURE 2 PER RCFC STD. DWG. JS 227 {NO. 8#1 C."" 4.36', D" 24", E=3. 8!, F=-0.3V, G=d 93' :8 , C-4r36 , D-�24 , E3-18 , F= -0.4 , G=e0. 1 .1 PER RCFC STD. DWG. MH 251 ;TRU 11JRE NO. 3' PER RCFC STD. DWG TS 303 C-3.72', D1=18", D2=18" IE INSIDE OF ALL REINFORCED GDNCRETE PIPES MUST BE DM OF 1--1 f 2" OVER TIE REIN FORC IG WHEN `CIE DESIGN t. _R SECOND'. THE CONCRETE DESIGN: STRENGTH IN THESE FOR VELOCITIES EXCEEDING 20 FEET PER SECOND AND E ING 3.0 FEET PER SECOND. KHEEl NQ.` C I Him LINE N" SA 2 X D. com''ry 1C E NO. . 26+00 27+00 28+00 29+00 30+00 -NOTE: CONTRACTOR SHALL PROTECT IN PLACE ALL- UTILITIES CROSSING OR PARALLELING THE STORM DRAIN UNLESS OTHERWISE NOTED. FEW 0 ME ��1�� - � - '��I��■1�� GEC■ • ��■1�� Fes■ • �� - : •I�i�ii�l : _ •I'T�1��_��■1�� Imo■ • .. ' • • Cam! �� ' • "�'�■iL1'i1�� _��i�iv1► IBM m mFEW FEW FEW FEW FEW FEW FEW FEW FEW FEW FEW FEW FEW % �i �i=1111WI001.0m F&IIIIIIIIIII■11FEW FEW FEW FEW FEW FEW FEW FEW FEW FEW % �� MFEW FEW FEW ■■1FEW FEW M■ 1370 � � � ��C��I�� L��r`il■��■III ��' ,I��■■11'�*!i �■�1�1_1=1.1'111R��.7:i�G��■■1�".�e=i� - _ I'ITi1 �■ �■ � �� 'i"II��ME��■III�� %� FEW � ��_�� ' ' �� a�1G7��■ilk% /�%�� ■ ' � ®®�■ ■�-a ■ r-ri■ ••-I/I-__�■JCIIJLJI,__�■JI\lILIJ�_��,'1__________________■■�7fT.�1 _i��l��%��■:i�•%t:%�ilir''i��■:•%%�ii■'%.��.��i�'ssli�� _■mmimmmomwim i • m- 0 & MIA� C� ■'R!TiT-7:11if 1�Ti1 _ _ ��\ ■■I��■IlflYiifllYliiii�ill■ii��■ Me W (0 z Z J V~ QW Z W R/W LO 1 _ S 2 LO N — 26 w Q � C FOR PROFILE NrSEE SHEET 15A T- LAT A9 e " I C.B. 10 W=7' H=6.00' I 9 20+25.49 ST. STA I I 61 , � , I 62 I I I FOR PROFILE I I SEE SHEET 15A LAT A10 1 I I III 55 7%�,�d C.B. 9 W=14' H=7.72' / I 9 15+48.67 ST. STA / I FOR PROFILE SEE SHEET 15A 1 LAT A10-1 ---- I I 63 1 164 I I i i FOR PROFILE I I I SEE SHEET 15A LAT 11 Ki R/W 7777, __LS 00 � OAMINO - - N ALLEN 13 A 00 27 _ 19 2 1B _ 28 W 00 R /W- C.B. #8(W=14' H=10.37') 15+48.70 ST. STA LL(9 � C.B. #7(W=14' H=6.03') 40 18+63.77 ST. STA 9 41 IN PREPARING THESE PLANS, K&A ENGINEERING, INC DID A THOROUGH SEARCH FOR ALL EXISTING PLANS AND COMPILED A FIELD SURVEY OF ALL ABOVE GROUND APPURTENANCES. K&A ENGINEERING, INC, PROVIDES NO WARRANTY AND ACCEPTS NO RESPONSIBILITY AS TO THE ACTUAL LOCATION OF ANY UNDERGROUND OR ABOVE GROUND UTILITY EITHER INSTALLED BEFORE OR AFTER THE DATE OF THE PREPARATION OF THESE PLANS. CONTRACTOR TO CONTACT UNDERGROUND SERVICE ALERT 0 1-800-227-2600 TO VERIFY LOCATION OF EXISTING UTILITY LOCATIONS AND SHALL CONTACT THE ENGINEER OF RECORD IF THERE IS ANY MATERIAL DISCREPANCY. v7 65 s l 9 � C.B. #6(W=14 H=6.07) 9 2� 16+65.89 ST. STA \ CP FOR PROFILE SEE SHEET 16A 1 1 LAT Al2 1 7 1 .ARM pRA�N �� 24" 5� 2 13 42 LINE "A" STA 25+ 50 — 30+ 00 0 NOTE WM CONTAINED WITHIN THESE PLANS 9YALL K&A 02/20251SHEET REPLACED DUE TO SUBSTANTIAL CHANGES O NOT COMMENCE UN77L AN ENCROACHMENT PERMIT AND OR A GRADING PERMIT HAS BEEN ISSUED. THE PRI VA TE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND DIAL TWO WORM ACCEPTABILITY OF THE DESIGN HEREON. IN THE SORE DAYS WN EVENT OF DISCREPANCIES ARISING AFTER COUNTY YOU DIC YOU DE APPROVAL OR DURING CONSTRUCTION, THE PRI VA TE TOLL FREE DIAL 811 ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING MARK BY DATE A PUBLIC SERVICE BY AN ACCEPTABLE SOLUTION AND REVISING THE PLANS firwsnyg UNDERGROUND SERVICE ALERT FOR APPROVAL BY THE COUNTY. ENGINEER BEC 1 3/19/25 AMR. I DATE COUNTY �— 4 �4 PLAN VIEW 20' 0 20' SCALE:1 "=20' R/W ? CAMINO ALLEN W120 •RCW8 9 S8 24" R.C.P. SECTION AT STA 28+00 TYPICAL FROM STA 25+50 TO STA 30+00 10' 0 10' F-1NFORMATION NOTE ALL X—SECTIONS TAKEN LOOKING DOWN STREAM LINE AND CURVE DATA NO. DELTA RADIUS LENGTH TANGENT 1 N 69'58'26" E 165.42' 2 N 65'01'34" W 17.91' 3 N 65'02'06" W 71.62' 4 N 20'02'06" W 4.29' 5 N 24'57'54" W 5.35' 6 N 73'12'30" W 18.14' 7 N 05'5SO1" W 33.93' A 32"3'24" 506.00' 284.58' 146.16' E31 1 45'00'00" 1 22.50' 1 17.67' 1 9.32' N OTES OCONST. 18" R.C.P. (D LOAD PER PROFILE) 0 CONST. 24" R.C.P. (D LOAD PER PROFILE) O9 CONST. CATCH BASIN NO. 1 PER RCTD STD. DWG. 300; W AND H PER PLAN AND PROFILE; LOCAL DEPRESSION PER STREET IMP. PLAN. GCONST. JUNCTION STRUCTURE NO. 2 PER RCFC STD. DWG. JS 227 A) A=45'00'00", B=18", C=4.36', D=24", E=3.18', F=-0.38', G=0.93' B A=44'59'28", B=18", C=4.36', D=24", E=3.18', F=-0.47', G=0.51' 13 CONST. MANHOLE NO. 1 PER RCFC STD. DWG. MH 251 16 CONST. TRANSITION STRUCTURE NO. 3 PER RCFC STD. DWG TS 303 A=45'00'00", B=18", C=3.72', D1=18", D2=18" R/W SPECIAL NOTES * THE CONCRETE COATING ON THE INSIDE OF ALL REINFORCED CONCRETE PIPES MUST BE INCREASED TO PROVIDE A MINIMUM OF 1-1/2" OVER THE REINFORCING WHEN THE DESIGN VELOCITIES EXCEED 20 FEET PER SECOND. THE CONCRETE DESIGN STRENGTH IN THESE REACHES SHALL BE f'c=5,000 psi FOR VELOCITIES EXCEEDING 20 FEET PER SECOND AND f'c=6,000 psi FOR VELOCITIES EXCEEDING 30 FEET PER SECOND. BENCHMARK. TRACT 30760.1 0 S B 0 R N ENC/NEER/NC 357 N. SHERIDAN STREET 15,ems Na NEST aF BE PW OMW Nv AB13m 7X4CT 30760.2 LAND PLANN/NC SUl TE 117 CORONA, CALIFORNIA 92880 is mo or R. �HE KLOW X � KR� 7X4CT307603 o TEL. (951) 279-1800 HE CINER pF HE r 26 Fa7 AWTMAW w BE aov1E>P OF BE MMMY AND 1 FWT WT aF BE SURVMNC FAX (951) 279-4380 FEWE A BRASS DISK RJM AN CaVMW TAB aV NtY Engineering, Inc. SUE QF lE>ESM CANYM RDL +/- 17M FEET NIKY AF EAST 1/4 CWff SEMN 17 15S R519 PREPARED BY. R. C.E. NO. 65931 DA— I= 91EVAIM 1182819 - FOR.- 4 S 1 = 20 DA TE 2/12/25 /P# 050193 WLL / NU. /P# 060006 AZL PER TRACT MAP 30760 /P# 060007 COUNTY OF RNERSDE TRACT 3W STORM DM PAW LIN A' STA 25#50 TO STA 30+W 7 �41 shr W.O. R�N 0 964 A Drawing; R; �254305�Fhal�StormDroin�30760�085—SD-30760-07,dwg Layout R.C.LD, Last Saved: Mon Feb 03, 2025 — 9, lJom Last Plotted, Mon Feb 03, 2025 — 9.57am By. Losiah.gormca 30+00 31 +00 32+00 33+00 34+00 1430 NOTE: CONTRACTOR SHALL PROTECT IN PLACE ALL UTILITIES CROSSING OR ALLELING THE STORM DRAIN U OTHERWISE NOTED. 1450 13 oNow Z nc.60i NilM=1432.61 ii NN MH No. TA 31+25.00-rn+� STA=15+30.46- tSR �, z z 2� 2� ch .- w,- w ROPO ED SURFACE '" 1420 '"0 1423.89 STA 32+90.82 18" RCP INLET 1434.00 INV 1440 -', . STA 32+90.16 18" RCP INLET 1434.00 INV HGL .- 1442.31 ' , GL ' - 1416.94 - - v " 1416.50 " - ,. 0 1410 .9 0CD _ - ,, 1432.63 1432.30 r .- -, 0 ,. ,� K7 K7 1400 1404.56 1 0= s 100 = c s cn N c fs 1420 ax- Ps max— Ps 1413.89 max P U 00 00 + CN C14 N + �,,� 00IRE; CO N + EXISTING S RFAC i LF „ PROFILE SCALE ROI HORZ: 1" = 20' _1 I I L-I VERT: 1" = 5' 4_ cm N 0 6667 , I I 1 I I 1 68 I I I \ I 2 RAW 76 S 24 STORM DRAIN CAMINO ALLEN \w _ 1 _ 115 39 PLAN VIEW 200 20 SCALE:1 "=20' w ��►mm 1 I I --------I i 38 37 IN PREPARING THESE PLANS, K&A ENGINEERING, INC DID A THOROUGH SEARCH FOR ALL EXISTING PLANS AND COMPILED A FIELD SURVEY OF ALL ABOVE GROUND APPURTENANCES. K&A ENGINEERING, INC, PROVIDES NO WARRANTY AND ACCEPTS NO RESPONSIBILITY AS TO THE ACTUAL LOCATION OF ANY UNDERGROUND OR ABOVE GROUND UTILITY EITHER INSTALLED BEFORE OR AFTER THE DATE OF THE PREPARATION OF THESE PLANS. CONTRACTOR TO CONTACT UNDERGROUND SERVICE ALERT 0 1-800-227-2600 TO VERIFY LOCATION OF EXISTING UTILITY LOCATIONS AND SHALL CONTACT THE ENGINEER OF RECORD IF THERE IS ANY MATERIAL DISCREPANCY. 32 1 1 � 71 u-2i 70 'IV 69 CA j;* I� FOR PROFILE I �� 13+49.00 ST. STA R/VJ O SEE SHEET 16A I 1 LAT A13 � 1 1 32+88•49 EC . DA1�_ �___ W � C FOR PROFILE —R iEE SHEET 17A �. 1 LAT A14-1 )` 12 'TH#4W7=8.0' S+43 A 36 0 R/W W12� ? CAMINO ALLEN •RCW8 •S8 2 4 " R.C.P. 0 SECTION AT STA 32+00 TYPICAL FROM STA 30+00 TO STA 33+30.19 10' 0 10' F-1NFORMATION NOTE ALL X-SECTIONS TAKEN LOOKING DOWN STREAM LINE AND CURVE DATA NO. DELTA RADIUS LENGTH TANGENT 1 N 05'05'04" E 111.51' 2 N 47'25'98" W 31.09' 3 N 44'01'26" E 75.05' 4 N 84'54'56" W 24.94' IAI 32'39'58" 506.00' 1 288.49' 1148.28' R/W 4„E A NOTES 17 NO i 5°OS 0 — — 2 Z 01 CONST. 18" R.C.P. (D LOAD PER PROFILE) 33 W W = n O2 CONST. 24" R.C.P. (D LOAD PER PROFILE) Og CONST. CATCH BASIN NO. 1 PER RCTD STD. DWG. 300; W AND H PER --- o r PLAN AND PROFILE, LOCAL DEPRESSION PER STREET IMP. PLAN. FOR PROFILE — • Z 16 3 SEE SHEET 17A co 01 13 CONST. MANHOLE NO. 1 PER RCFC STD. DWG. MH 251 4 � ,LAT A 14 1 P C.B. #3(W-7' H-7.99') S CONST. TRANSITION STRUCTURE N0. 3 PER RCFC STD. DWG. TS 303 12+32.72 ST. STA 9 A=51'03'38", 8=18", C=3.81', D 1=18", D r-18" n c� I 17 CONST. CONCRETE COLLAR PER RCFC STD. DWG. M 803 o 0 \ ZS SPECIAL NOTES \ 8 * THE CONCRETE COATING ON THE INSIDE OF ALL REINFORCED CONCRETE PIPES MUST BE \ C-0 INCREASED TO PROVIDE A MINIMUM OF 1-1/2" OVER THE REINFORCING WHEN THE DESIGN VELOCITIES EXCEED 20 FEET PER SECOND. THE CONCRETE DESIGN STRENGTH IN THESE REACHES SHALL BE f'c=5,000 psi FOR VELOCITIES EXCEEDING 20 FEET PER SECOND AND f'c=6,000 psi FOR VELOCITIES EXCEEDING 30 FEET PER SECOND. LINE "A" STA 30+ 00 - 34+ 00 0 N07E WM CONTAINED WITHIN THESE PLANS WALL K&A 02/2025 HEET REPLACED DUE TO SUBSTANTIAL CHANGES 70MQO NOT CaWMENCE UN77L AN ENCROACHMENT PERMIT AND AR A GRADING PERMIT HAS BEEN ISSUED. THE PRI VA TE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND DIAL 1W0 MrORIWIC ACCEPTABILITY OF THE DESIGN HEREON. IN THE SORE DAYS WN EVENT OF DISCREPANCIES ARISING AFTER COUNTY YOU DIC YOU DE APPROVAL OR DURING CONSTRUCTION, THE PRI VA TE TOLL FREE DIAL 811 ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING MARK BY DAIS A PUBLIC SERVICE BY AN ACCEPTABLE SOLUTION AND REVISING THE PLANS fiEwsyg UNDERGROUND SERVICE ALERT FOR APPROVAL BY THE COUNTY. ENGINEER BEC 1 3/19/25 APPR. I DATE COUVIY BENCHMARK. TRACT 30760-1 0 S B 0 R N ENGNEER/NC 357 N. SHERIDAN STREET 15,ems XRNIEST CIF BE POST WKE Nv AS13M TRACT 30760.2 LAND PLANN/NC SUI TE 117 CORONA, CALIFORNIA 92880 is � or R. �HE KLOW X � XR� 7X4CT30760.3 o TEL. (951) 279-1800 HE WVMF W HE K. 26 FW AVRTMAW OF BE 0110? OF BE M MMY AND 1 FWT MIST CIF BE SURVMNC FAX (951) 279-4380 FEWE A BRASS USK RM AN CaVW E TAB cw NtY Engineering, Inc. SS E QF lE SM CANYM RDL +/- 17M FEET NIKY AF EAST 1/4 Cam? SEMN 17 15S R59 BY.• R. C.E. NO. 65931 DAM 1819 ElEVAApIk MUFFPREPARED FOR.- SCALE- 1 = 20 DA TE 2/12/25 IP# 050193 IP# 060006 PER TRACT MAP 30760 COUNTY OF RNERSDE TRACT 3W STORM DM PAW /.EVE A' STA 300W TO STA 34+0►0 W.O. R�N 0 964 A 8 ff :42.y Drawing; R; �254305�Fhal�StormDroin�30760�085—SD-30760-08.dwg Layout R.C.LD, Last Saved: Mon Feb 03, 2025 — 9, 14am Last Plotted: Mon Feb 03, 2025 — 9.57am By. Losiah.gormca 34+00 35+00 36+00 37+00 NOTE: CONTRACTOR SHALL PROTECT IN PLACE ALL UTILITIES CROSSING OR PARALLELING THE STORM DRAIN UNLESS OTHERWISE NOTED. 13 MH No.1 STA 36+60.00= ST STA=18+03.25 RIM=1473.35 13 1470 1460 0 z � 00-c3 ovivi �o� U-) + �Q� o' V' Ev o 1470 1460 ao - z 2� z En 1461.98 = STA 36+59.50 w w 18" 1459.50 1458.78 RCP INLET INV 11 STA 36+17.20 18 RCP INLET 1456.51 INV .upah _ H L -�,_ Of z w r- o STA 34+53.24 18" RCP INLET 1448.64 INV 1458.cn 00 m _ CD + ..4-CV (0+ _ ,05 Lo . co 1450 �- 1450 1447.90 Q = 1 .1 cf 0 V = 1 .9 f ps 1447.43 _- 1440 1442.31 -- 1440 100 257 -- _ - - kTAmax _ _ _ -- -- Q = 1.0 cfs _ -- --- - Vm x= 7.1 fps 100 _� - Ln + II Ln + ► - --- _ - --- --- - n In + to oa max -� -,ri ca + (D D SCALE _ --- - _ 34 IF " HORZ: 1" = 20' „ 24 1333P-%�L.1%1313 IV :::pl 1_-r P (GLASS I V VERT: 1" = 5' V. PLAN VIEW 20' 0 20' SCALE:1 "=20' w co 71 z . J 0 z U= w -- J V - 72 73 I I I RAW 10' 18' 18' 74 V) �Y FOR PROFILE W SEE SHEET 16A - 1 _LAT A16 � Q � I I CL 24" S AIN CAMINO ALLEN 4 00 RC i 1 11 2 W - u)1 - 13 =7-L 35 N05'05'04"E 36 CC) 13 2 1 11 m CC) 0 - 01 3 r co R �W- -- ----7- - - -- I \FOP PLAN I Q & PROFILE cn SEE SH EET, 10A LA 7 F SEED SHEEOTF116ATf o I 1 LAT A15U w 28 I ITR. BNDYC.B. #2(W=14' H=5.90') \ 1 vwi O .5. I &1�'-7+ 60.64 ST. STA 58 IN PREPARING THESE PLANS, K&A ENGINEERING, INC DID A THOROUGH SEARCH FOR ALL EXISTING PLANS AND COMPILED A FIELD SURVEY OF ALL ABOVE GROUND APPURTENANCES. K&A ENGINEERING, INC, PROVIDES NO WARRANTY AND ACCEPTS NO RESPONSIBILITY AS TO THE ACTUAL LOCATION OF ANY UNDERGROUND OR ABOVE GROUND UTILITY EITHER INSTALLED BEFORE OR AFTER THE DATE OF THE PREPARATION OF THESE PLANS. CONTRACTOR TO CONTACT UNDERGROUND SERVICE ALERT 0 1-800-227-2600 TO VERIFY LOCATION OF EXISTING UTILITY LOCATIONS AND SHALL CONTACT THE ENGINEER OF RECORD IF THERE IS ANY MATERIAL DISCREPANCY. 0 NOTE w5w CONTAINED WITHIN THESE PLANS 94ALL K&A 02/20� O NOT COMMENCE UN77L AN ENCROACHMENT PERMIT AND AR A GRADING PERMIT HAS BEEN ISSUED. dD C7A THE PRI VA TE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND DIALW0 WORIWIC ACCEPTABILITY OF THE DESIGN HEREON. IN THE SOREDAYS WN EVENT OF DISCREPANCIES ARISING AFTER COUNTY YOU YOU DEC APPROVAL OR DURING CONSTRUCTION, THE PRI VA TE TOLL FRE(9, AL 811 ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING MARK BY DAIS A PUBLIC SERVICE BY AN ACCEPTABLE SOLUTION AND REVISING THE PLANS UNDERGROUND SERVICE ALERT FOR APPROVAL BY THE COUNTY. ENGINEER LINE "A" STA 34+ 00 - 37+ 15.00 EET REPLACED DUE TO SUBSTANTIAL CHANGES firws AIVS BEC 1 3/19/25 APPR. I DATE COUNTY cn rn 1r II + _ L m� o U II + Q �� m � 07 row mu ,. ric- Ld 0I • ci .. T- 5 9 `� �� UJI I R/W ? CAMINO ALLEN 56' 10' 18' i 18' 10' q STORM DRAIN 6' W120 S8• 24" R.C.P. SECTION AT STA 35+00 TYPICAL FROM STA 34+00 TO STA 36+51.40 10' 0 10' F-1NFORMATION NOTE ALL X-SECTIONS TAKEN LOOKING DOWN STREAM LINE AND CURVE DATA NO. DELTA RADIUS LENGTH TANGENT 1 N05'05'04"E 267.31' 2 N04'50'58"E 2.95' 3 N65'05'04"E 44.27' 4 N47'32'33"W 26.94' A 1 28'35'50" 45.00' 22.46' 11.47' IBI 28'21'44" 1 45.00' 1 22.28' 1 11.37' R/W N OTES 0 CONST. 18" R.C.P. (D LOAD PER PROFILE) 22 CONST. 24" R.C.P. (D LOAD PER PROFILE) O9 CONST. CATCH BASIN NO. 1 PER RCTD STD. DWG. 300; W AND H PER PLAN AND PROFILE; LOCAL DEPRESSION PER STREET IMP. PLAN. 11 CONST. JUNCTION STRUCTURE NO. 2PER RCFC STD. DWG. JS 227 A=60 00 00 , B=18 , C=4.09 , D=24„, E=2.60 , F=0.30 , G=0.73 13 CONST. MANHOLE NO. 1 PER RCFC STD. DWG. MH 251 SPECIAL NOTES * THE CONCRETE COATING ON THE INSIDE OF ALL REINFORCED CONCRETE PIPES MUST BE INCREASED TO PROVIDE A MINIMUM OF 1-1/2" OVER THE REINFORCING WHEN THE DESIGN VELOCITIES EXCEED 20 FEET PER SECOND. THE CONCRETE DESIGN STRENGTH IN THESE REACHES SHALL BE f'c=5,000 psi FOR VELOCITIES EXCEEDING 20 FEET PER SECOND AND f'c=6,000 psi FOR VELOCITIES EXCEEDING 30 FEET PER SECOND. BENCHMARK. TRACT 30760.1 0 S B 0 R N ENC/NEER/NC 357 N. SHERIDAN STREET 15,ems Na1NEST aF BE PW 0FRIM Nv AB13m 7X4CT 30760.2 LAND PLANN/NC SUl TE 117 CORONA, CALIFORNIA 92880 is mo or R. �HE KLOW x � XR� 7X4CT307603 o TEL. (951) 279-1800 HE CINER pF HE X 26 Fa7 AWTMAW w BE aov1E>P OF BE 1, IMM Y AND 1 FWT MIST aF BE SURVMNC FAX (951) 279-4380 FENM A BRASS WK RJM AN OQNO1E TAB cw NtY Engineering, Inc. SUE QF lE>ESM CANYM RDL +/- 17W FEET NIKY AF EAST 1/4 CWff SE'1;1KN 17 15S R519 PREPARED BY.• R. C.E. NO 65931 DIAIEDt 1819 ElEVAApIk 11�8/8 SCALE-FO4- 1 = 20 DA TE 2/12/25 /P# 050193 WLL I NU. /ff 060006 9A o /P# 060007 PER TRACT MAP 30760 COUNTY OF RNERSDE TRACT 3W STORM DM PAW LAVE A* STA 3##W TO STA 37*1500 9 oF41 sH TS W.O. R�N 0 964 A Drawing; R; �254305�Fhal�StormDroin�30760�085-SD-30760-09.dwg Layout R.C.LD, Last Saved: Mon Feb 03, 2025 - 9, 15am Last Plotted: Mon Feb 03, 2025 - 9.57am By. Losiah.gormca 1495 1475 .1465 ..... .... . ...... .... ......... ...... ...... .......... - ---- ---------- . . .......... ..... .. ... .... ...... . ............. . ......... . . ............ --- --- - ... .. . ......... . ...... . ....... ....... ........ ................ . R-F . ............ .. . ...... .... ROP-OSED SLI �--E- . .... ...... ......... .. ......... ........ ...... ........ . ........... ..... .. ..... .. . ....... . ......... . . ............ I ..... . .... . .......... . ........ ... ... .. . ......... ..... . ....... ....... ... . ..... ........ .... APPR. I DATE COUNTY LAT A17 )I STA 10+00 - 10+46.53 SEE PLAN SHEET 9 ENCINMING 357 N. SHERIDAN STREET SUITE 117 L4ND PL A NNING CORONA, CALIFORNIA 92880 TEL. (951) 279-1800 SURMING FAX (951) 279-4380 Eng�. . . . . . . . . . . . . g Inc. ?EPARED-1 BY R. C. E. NO. 55534 -7 11117c, 1 -1 DA TE LOT 59 P=1475.1 24" R.C.P.—O 37+00 38+00 10+00 11 +00 NOTE: CONTRACTOR SHALL PROTECT IN PLACE ALL UTILITIES CROSSING OR PARALLELING THE STORM DRAIN UNLESS OTHERWISE NOTED. 10 MAINTA 1480 1465 wQ Jo 10 V) PROP11 SED URFA E LU aW 1470 1 1 :2 N 1455 GL 1 -48.65 1452.76 02_ 1467.20 =• •" 1449.14 - 1460 °O o+ z 1445 . IN fen N _ r° AI 00 r � + w r Q = 1. cfs �� J Vma K= 7.1 fps � EXISTING SURFACE 5C+3p+o Q ST RM D AIN �' EXISTING SURF CE 1450 1435 Ily o o 100 — N � + 86.68 LF 24" RCP CLASS IV max— MAINTAINED BY HOA PROFILE SCALE — HORZ: 1" = 20' VERT: 1" = 5' +1 IN In N M O 0 LO PLAN VIEW y ~ 20' 0 20' a SCALE:1 "=20' 0 + Q V/ nr Z_ J Z 2 U= Q w w V) LINE "A" STA 37+ 15 - 38+ 01. 6 8 IN PREPARING THESE PLANS, K&A ENGINEERING, INC DID A THOROUGH SEARCH FOR ALL EXIS77NG PLANS AND COMPILED A FIELD SURVEY OF ALL ABOVE GROUND APPURTENANCES K&A ENGINEERING, INC, PROVIDES NO WARRANTY AND ACCEPT' NO RESPONSIBILITY AS TO THE ACTUAL LOCA77ON OF ANY UNDERGROUND OR ABOVE 2 GROUND U77LI TY EITHER INSTALLED BEFORE OR AFTER THE DA TE OF THE a PREPARA77ON OF THESE PLANS CONTRACTOR TO CONTACT UNDERGROUND SERVICE ALERT 0 1-800-227-2600 TO VERIFY LOCA77ON OF EXISTING UTILITY LOCA77ONS AND SHALL CONTACT THE ENGINEER OF RECORD IF THERE IS ANY MATERIAL DISCREPANCY. O 0 DNOTE WgRK CONTAINED WITHIN THESE PLANS 9YALL K&A 02120; = O NOT COMMENCE UN77L AN ENCROACHMENT PERMIT o w IN AND AR A GRADING PERMIT HAS BEEN ISSUED. 0 774E PRI VA TE ENGINEER SIGNING 774ESE PLANS IS C7A w W AM RESPONSIBLE FOR ASSURING 774E ACCURACY AND pp DIAL 1W0 WORIK ACCEPTABILITY OF 774E DESIGN HEREON. IN 774E SORE DAYS EN EVENT OF DISCREPANCIES ARISING AFTER COUNTY o YOU DIC YOU DIC APPROVAL OR DURING CONS 7RUC 77ON, THE PRI VA7E TOLL FREE DIAL 811 ENGINEER SHALL BE RESPONSIBLE FOR DE7ERM/N/NG MARK BY DATE A PUBLIC SERVICE BY AN ACCEPTABLE SOLU77ON AND REVISING THE PLANS UNDERGROUND SERVICE ALERT FOR APPROVAL BY 774E COUNTY. ENGINEER REPLACED DUE TO SUBSTANTIAL CHANGES REVIST Ns J I I I I I 72 ' I I / 1 / BEC 1 3/19/25 APPR. I DATE COUNTY 58 TRACT BNDY EMERGENCY ESCAPE 5' SAT "A17" STA 10+ 00 - 10+ 51.26 SEE PLAN SHEET 9A 0 S B 0 R N ENGNEER/NC 0 1 LAND PLANNING SURVMNC Engineering, Inc. 357 N. SHERIDAN STREET SUI7E 117 CORONA, CALIFORNIA 92880 7EL. (951) 279-1800 FAX (951) 279-4380 PREPARED BY.• R. C.E. NO. 65931 DA TE 2/12/25 SECTION AT STA 38+00 TYPICAL FROM STA 37+15 TO STA 38+01.31 F-1NFORMATION NOTE ALL X—SECTIONS TAKEN LOOKING DOWN STREAM LINE AND CURVE DATA NO. DELTA RADIUS LENGTH TANGENT 1 N04'50'58"E 86.68' 2 N88'24'49"W 22.05' (3> N50'05'04"E 12.92' JAI 41'30'07" 22.50' 16.30' N OTES 0 CONST. 18" R.C.P. (D LOAD PER PROFILE) SCONST. CONCRETE DROP INLET PER RCFC STD. DWG. CB110 BENCHMARK.• 1.5 AA[ES NQ OMIEST OF BE PW WWW NN AcaERIMu ALaw STALE 71. QN HE KLOW A WW MVW W#W 15 =0 BY AN. AP. MR17 v X FEET NrRO EST OF HE t INW? W HE A1Y0Po N K 26 FUT AIIINW EST OF RE COO? C F RE MMM Y AAD 1 FWT NEST OF Off FEWE A BRASS DISK FLI1S11 AN QQMW TAB aV NYY SUE OF MESIX CANK,N RI@. +/- 17W FEET WILL Y aF EAST 1/4 CWff SEMN 17 IN R519 DA IEDt 1929 ELEVA IM 1182819 1' = 20' TRACT 30760-1 TRACT 30760.2 LOT 27 P=1472.5 IP# 050193 IP# 060006 PER TRACT MAP 30760 COUNTY OF RIVERSDE TRACT 3W STORM DM PAW 11AE A' STA .VolS TO STA 3M68 & LAT Ar FOR.- W.O. COUNTY FILE NO. 964 A OF:42sy Drawing: R: �254305�Fhal�StormDroin�30760�085—SD-30760-10.dwg Layout: R,CTD. Last Saved: Mon Feb 03, 2025 — 9:16om Last Plotted. Mon Feb 03, 2025 — 9.38am 8y josiah,garnica 12 12 1270 FOR PLAN AND PROFILE SEE I.ET4 1. n � f RLA;ME. 20' 20' i AE 1 20' IN PRE : PLANS iC INC Di0" .A' 7 ROUGH SEAR W F ALL EED A I LD SURVEY C ALL ABOVE G'ROUW APPURJ EER1NGy JJk%t,"?E ND R,TY AN11 AC ` NO E SISILIrY AS AC7 AL L A1DAI OF ANY IMDERGROUNO oR A vE GROUND U77L17Y IN TILLED MFORE OR AF7W DA 1F OF 7HE 'REPARA 170N �" ANS COWRACT�3R T J COJ "ACT UNDEJr�GRO JNO SERVICE ALERT 0 2 TO VERIFY LOCA 770N 6F VSTING U77LI TY LOCA 77ONS AND SHALL TACT pit ENGINEER OF RECORD IF TIER ` S ANY MA7FRAL DISCREPPANCY. 0 NOTE R1C CONTAJJD WJ17J1N THESE PLANS SHALL SEE REVISED NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND OR A GRADINGPERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS 1S RESPONSIBLE FOR ASSURING THE ACCURACY AND Bm ACCEPTABILITY OF THE DESIGN HEREON. IN THE EVENT OF Di(ZCREf'AI+ICIES ARISING AFTER COUNTY ' YOU DIG APPROVAL OR DURING CONS 1RUC TION, THE PRI VA TE i` TOLL FREE UAL 811 ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING A PUBLIC S RMCE BY MARK BY DATE UNDERGROUND AN ACCEPTABLE SOLUTION AND REVISING THE PLANS SERI CE ALERT FOR APPROVAL BY THE COUNTY. ENGINEER bran' 144©&5 �r�oljStorm rarn�3 760 1ta85-5(1-3J76D—?1.dwG Layout` F'f.TO. Cast Sored' Wed Oec 05, 2007 — 2'30am Lost Platted TUC Jul 03, 2012 1:2.2pm 8. GennyH LINE AND 0 _ DATA Nii/r D LT !A W Lir �reere. 1 N6.g'52s12,y _ 4.55' 2 N24'52,12„ 115.1 s' - 3 N59'13'3BH 17.12' 4 N59'52'1 TE 17.16 ... _ .. 5 > N41 *04'161- 7.67' A 45'00'00 22 50' 1 67' 933' B 54 21 20 22.50 1 .49 C 9�i1�' a 27.1 1 46o LAT '11A31) STA 100 - 2+68.09 assa�N El�f�1�11��1C 357 N. SHERI�AN STREET BENCHMARK' 1.s MILES MORrHsT OF THE POST oFFAx Int ALBERFi1d;L: Alf _ LAND P��'�l%i SUI TE 117 CORONA CALIFORNIA 9288C1 ALONG SM'1E 71 ON THE iW9LLOW BROOK RANCH WON IS OWED BY MR L P GORDEN .30 FEET NORfHWEsr OF :. TEL. (951) 279-1800 t1�E �tER 6F THE l3RFvmY, m FEET NORTfIWEST OF W M? OF 7HE H01WAY AND 1 FOOr AEST OF THE--= AWAHRMAW Mio �fINFAX (95�) 279-4��0 BRASS. L� FL�5t" IN C!►( iE TAB ON VL.x : .. . Engineering,SAL Of OF CANYON RD. +/ 1700 FEET N'.13'L Y OF EAST 114 CWNER SWAM 17 W R5W. "' APPR. DATE PREPARED: B - REVISIONS �� COUNTY kA-\ R. C. E. NO. _ 555; 4_ --- l !]ATEIJ 1929 ELEYAIfOA! 1162 819 SCALE- • F01' ` W4 o COLONS DA :TE _ _ It z o l � 20' �� NO� 1 +00 2+00 3+00 1 +00 A O NOTE: CONTRACTOR SHALL PROTECT IN PLACE ALL UTILITIES CROSSING OR PARALLELING THE STORM DRAIN UNLESS OTHERWISE NOTED. " 1290 1 1 1 1 LPAT LA I — 1 1290 O, P OPO ED SURFACE N "' L6 ui + II a 1280 '�c 1280 I m H 16 S=O - 1270 p4 =0.02 1270 =0. -- •• 269. 6 1.268. > 3 — ►� CO - H G 11 U > J Q — N " r o ad Q 1.0 cfs LLJ + Do V 4. fps w 1260 N 1260 Q Q o „ v, co _— I I o Q- = 2. cfs co 019 00 MAIN )kINLU b + o V = 5. 3 fps T » Q r „ N N Rep N PROFILE SCALE cn HORZ: 1" = 20' VERT: 1" = 5' FOR PLAN AND PROFILE SEE SHEET 4 J N tK M I 'x 20 'I _ I I In PLAN VIEW 20' 0 20' �T\\ SCALE: 1"=20' IN PREPARING THESE PLANS, K&A ENGINEERING, INC DID A THOROUGH SEARCH FOR ALL EXIS77NG PLANS AND COMPILED A FIELD SURVEY OF ALL ABOVE GROUND APPURTENANCES K&A ENGINEERING, INC, PROVIDES NO WARRANTY AND ACCEPTS NO RESPONSIBILITY AS TO THE ACTUAL LOCATION OF ANY UNDERGROUND OR ABOVE GROUND U77LI TY EITHER INSTALLED BEFORE OR AFTER THE DA IF OF THE PREPARA77ON OF THESE PLANS CONTRACTOR TO CONTACT UNDERGROUND SERVICE ALERT 0 1-800-227-2600 TO VERIFY LOCA77ON OF EXISTING UTILITY LOCA77ONS AND SHALL CONTACT THE ENGINEER OF RECORD IF THERE IS ANY MATERIAL DISCREPANCY. O 0 NOTE WORK CONTAINED WI THIN THESE PLANS 94ALL K&A 02120; = O NOT COMMENCE UN77L AN ENCROACHMENT PERMIT v AND OR A GRADING PERMIT HAS BEEN ISSUED. w 774E PRI VA 7E ENGINEER SIGNING 7HESE PLANS IS D C7AZ RESPONSIBLE FOR ASSURING 774E ACCURACY AND w fj& W0WORM ACCEPTABILITY OF THE DESIGN HEREON. IN THE m DAYS WN EVENT OF DISCREPANCIES ARISING AFTER COUNTY YOUYOU MC APPROVAL OR DURING CONS 7RUC 77ON, THE PRI VA7E IAL 811 ENGINEERSHALL BE RESPONSIBLE FOR DETERMINING MARK BY DATE A PUBLIC SERVICE BY AN ACCEPTABLE SOLU77ON AND REVISING THE PLANS UNDERGROUND SERVICE ALERT FOR APPROVAL BY 774E COUNTY. ENGINEER REPLACED DUE TO SUBSTANTIAL CHANGES REwsxNs SAT "AY STA 1 + 00 BEC 1 3/19/25 AMR. I DATE COUNTY - 2+68.09 0 S B 0 R N ENGNEER/NC 357 N. SHERIDAN STREET SUI7E 117 o LAND PLANNING CORONA, CALIFORNIA 92880 TEL. (951) 279-1800 SURVMNC FAX (951) 279-4380 Engineering, Inc. PREPARED BY.• R. C.E. NO. 65931 DA TE 2/12/25 R/W ? CAMINO ROHN R/W VARIES 28' VARIES 10' 18' 1 VARIES' VARIES STORM DRAIN 6' 2% 2% 1 2% 2% W8• 1T.r 18" R.C.P.-0 SECTION AT STA 1+50 TYPICAL FROM STA 1+22.32 TO STA 2+19.93 lo!mmmmmmmommlmno INFORMATION NOTE I ALL X—SECTIONS TAKEN � L LOOKING DOWN STREAM LINE AND CURVE DATA NO. DELTA RADIUS LENGTH TANGENT 1 N69'52'12"E 4.65' 2 N24'52'12"E 115.16' 3 N59'13'38"E 17.12' 4 N86'04'10"W 44.46' A 45'00'00" 22.50' 17.67' 9.32' fl 1 34'21'26" 1 22.50'1 13.49' 1 6.96' N OTES 10 CONST. 18" R.C.P. (D LOAD PER PROFILE) O9 CONST. CATCH BASIN NO. 1 PER RCTD STD. DWG. 300; W AND H PER PLAN AND PROFILE, LOCAL DEPRESSION PER STREET IMP. PLAN. SCONST. TRANSITION STRUCTURE NO. 3 PER RCFC STD. DWG. TS 303 A=45'00'00", 13=18", C=3.72', D1=18", D2=18" BENCHMARK. TRACT 30760-1 1.5 NNIEs Na NEST OF BE POST QMW AN A[B13m 1Ri4CT 30760.2 is � ear R. Lp. x T Nr�� TRACT 30760.3 HE GENIER aF HE allWNfA K 26 FEET AVR1HNEST OF RE COO? GIF RE fNMM Y AAD 1 FWT NEST OF 1NE fENGE A BRASS DISK fLUS1! NV GtNNMW TAB GN NYY SUE OF ME31M GANYM RI0. +/- 17W FEET NIK Y GF EAST 1/4 CWff SEMN 17 IN R519 DAM 18Y9 aEVARM 110=9 FOR.- SCALE- 1• = 20• IP# 050193 WLL I NU. IP# 060006 "A 0 IP# 060007 PER TRACT MAP 30760 COUNTY OF RNERXE TRACT SW STORM DM PAW � oF41 �y LA mAr; DAMP TS W.O. R�N 0 964 A Drawing; R; �254305�Fhcl�StormDroin�30760�085—SD-30760-11.dwg Layout; R.C.LD. Last Saved., Mon Feb 03, 2025 — 9.16cm Last Plotted: Mon Feb D3, 2025 — 9.38cm By. josich.gomico 4+00Ile 13+00 S ry SEE SHEET 1 3 t / r LI1 Y ti 1685 /.: Wig R- 16 SD ESMNTFOR R �k�. r y � � � SEE SHEET 1 SD E SMNT ,, R-/; - - - STORM ■tNE a�.-.E - 3-jow 12.divg Layout. RC.TD. Last Saved Tue Jul 24, ,2d12 - 2:07pm Last Plotted: Tue Jul 24, 2012 - 2. 12pm By. cyan W W IN PREPARING THESE PLANS, K&A ENGINEERING, INC DID A THOROUGH SEARCH FOR ALL EXIS77NG PLANS AND COMPILED A FIELD SURVEY OF ALL ABOVE GROUND APPURTENANCES K&A ENGINEERING, INC, PROWDES NO WARRANTY AND ACCEPTS NO RESPONSIBILITY AS TO THE ACTUAL LOCA77ON OF ANY UNDERGROUND OR ABOVE GROUND U77LI TY EITHER INSTALLED BEFORE OR AF7ER THE DA 7F OF THE PREPARATION OF THESE PLANS. CONTRACTOR TO CONTACT UNDERGROUND SERWCE ALERT 0 1-800-227-2600 TO VERIFY LOCATION OF EXISTING U77LITY LOCA77ONS AND SHALL CONTACT 774E ENGINEER OF RECORD IF THERE IS ANY MA TERIAL DISCREPANCY. vvvvwNnrovvvvvvvm - nnNvvvinnnna✓vwvvq mwom BORE a DAYS WRE YOU DIG D YOU DIG TOLL FREE DIAL 811 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT NOTE.• WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. THE PRI VA TE ENGINEER SIGNING THESE PLAINS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON_ IN /HF "VENT OF DISCREPANCIES ARISING AFITR COUNTY APPROVAL OR DURING CONSTRUCTION, I -HE PRIVATE FNGINEEP, SHALL BE RESPONSIBLE FOR DEITRMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. K&A 110120I J MARK I BY LDA TE ENGINEER LATERAL "A l " & "A2" PROFILE. REVIs1oNS CONNECTOR PIPE _ PROFILES 9 A OA TE COUNiY w No. 55534 * Exp.?2/31/14 OFCA 0S80RN fNaNff RING v LAND MANNING 5URVEHNG Engineering, Inc. PREPARED BY 357 N. SHERIDAN STREET SU17E 117 CORONA, CALIFORNIA 92880 TEL. (951) 279-1800 FAX (951) 279-4380 SPECIAL NOTES THE CONCRETE COATING ON THE INSIDE OF ALL REINFORCED CONCRETE PIPES MUST BE INCREASED TO PROVIDE A MINIMUM OF 1-1 /2" OVER THE REINFORCING WHEN THE DESIGN VELOCITIES EXCEED 20 FEET PER SECOND. THE CONCRETE DESIGN STRENGTH IN THESE REACHES SHALL BE f'c=5,000 psi FOR VELOCITIES EXCEEDING 20 FEET PER SECOND AND f'c=6,000 psi FOR VELOCITIES EXCEEDING 30 FEET PER SECOND. BENCHA4ARK. 1.5 MILES NORTHWEST OF THE POST OFFICE IN ALBERHILL ALONG STATE 77, ON THE WILLOW BROOK RANCH WHICH IS OWNED BY MR. L.P. GORDEN 30 FEET NORTHWEST OF THE CENTER OF THE DRIWWAY, 26 FEET NORTHWEST OF THE CENTER OF THE HIGHWAY AND I FOOT WEST OF THE FENCE. A BRASS DISK FLUSH IN CONCRETE TAB DIY N'LY SIDE OF TEMESCAL CANYON RD. +/- 1700 FEET N'WL Y OF EAST 1/4 CORNER SEC71ON 17 T5S R5W R.C.E. NO 551S 4 DATED: 1929 ELEVATION.• 1182.819 SCALE-LEATE l t_5o AS SHOWN TRACT 3%(1�' j� SrOWt AZ �{��i��` '�l Pi. W LATERA IP W u Orawi17O: R: revised May 2013�G85-S0-3076G,!4.dwg Layout: R.L-TD. Lost Saved: Luc Oct 2� 2013 - 8.-23cm l usi Platted- Wed Oct 30 200 - 7:26am 9y. Patncr.P . LAI N - � . - 7 p I . . . . . .. . .. .. .. .. . .. . - . . 11 I I . . , . . M .. ... k. . . . .. . - . : . . . . . . . . . . . . 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IN PREPARING THESE PLANS; NOl/Ill DID A THOROUGH SEARCH FOR iN n", I , ' ALL EXISANG PLANS D D KF QWL A FIELD SURVEY OF A" ABOVE GROUND: t APPURrENANVES ,�N . ,EMINQ, INC, PROWDES NO WARRANTY AND ACCEPTS NO '. RESPONSIBILITY AS . All LOCA7701V OF ANY UNDERGROUND OR ABOVE GROUND UTILITY ..... INSTALLED BEFORE OR AFTER THE DA 7E OF THE PREPARATI- THESE PLANS CONTRACTOR TO CONTACT UNDERGROUND SERVI ALERT 0 -227-2600 TO VERIFY LOCA 7701V OF EXISTING UTILITY LOCA 77ONS AND I SHA TACT THE ENGINEER OF. RECORD IF THERE IS ANY MATERIAL DISCREPANCY. I . . . 8 . . .. NOTE.• WORK CONTAINED WITHIN THESE PLANS SHALL . . .. .. NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT . : ANDIOR A GRADING PERMIT HAS BEEN ISSUED. .. .. ... m...c=. . RT THE PRI VA TF ENGINEER SIGNING THESE PLANS IS . I : . .. RESPONSIBLE FOR ASSURING THE ACCURACY AND I :.M.wmc ACCEPTABILITY OF THE DESIGN HEREON. IN THE IDAYS ... AFTER . . ... . I= EVENT OF DISCREPANCIES ARISING AFTE COUNTY . YOUDIG. .,-, . . YOU DIG - I APPROVAL OR DURING CONS TRUC TION, THE PRI VA TE TOLL FREE. .:� ..., .DIAL 811 ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING MARK BY DATE A PUBUC SWCE BY AN ACCEPTABLE SOLU77ON AND REVISING THE PLANS 1 1 1 I UNDERGROUND SERMCE ALERT FOR APPROVAL BY W . i . . ., TY t ENGINEER , . . . , 1,_ .. .. ................... . . .. .. . , o .... .. . .. .... . � ..� �J`070_1 , 085-50-JO760- 7_'� dwg Layouf: R. C. F.D. Lost Soved: Fri Jur) 11, 2008 - lr�r;,"I " La& Plotted: 'rue ..iul JJ, 2072 - 2:25pir Hy- 0enr,yH SEE REVISED Q0. 17, I. N.EQjM. P1.10"E. ERDEILE5 I..'' REWSXWS I APPR. I DATE - I COUNTY .1 . . . . . . . . . . . . . . .. :.. .. . . . .., I . I ... . .. . .......... . . . . .. . . +j0 . . .. ....... ..---_------'-- -:::i:� ' - L L 1—_-1-+00 � : -.—. , . 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(951) 279-1800 i . � , 2 -4J80 . , I.''. , ,.5URW?W FAX (951) 279 . . Luhginaering,� inc. . . . . - - ' �� PREPARED B Y- J\ �� R. C. E Nil 5z4 . C. . I UA /It L I . . . I m . 1+ 0 1+ 0 1+ 0 1+ 0 6 1+ 0 1+00 1+10 1+20 1+00 1+10 1+20 1+30 c0 0) O (N Q r��N �CO� „ II . + 2 "RCP U c/) N STOR DRAIN a' • + r 1100 m . All P CIDa PROPOSED SURFACE II PROPOSED SUR AC cn H G L -000-0 /0• \ � > W12 rn 6 Q co 5/ 1388 �r HGL r W Z Z T V/T + / q^ C, J O r to- 011r-�)*0111pc • N 00 Q 00 A TA C D A < N YD LU •Z Qicro- 0o I� 1358 Z O LO LO-FFYDRAULIU O O m Z DATA o ►jr o riro c f> Q 5.2 O N Z+ + o Vmax= 20.6 fps O NQ ONQ LAN SHEE LAT All N +.(NhD7 -- � Z H SIA + Q W 000� WMAINTAINED BY R LO cn II II J *SEE PLAN SHEET 7A AT A10-1 MAINTAINED BY RCTD cd 1 +00 1 +10 1 +20 1 +30 14,40 1 50 1 60 �COLn 1+ 0 1+ 0 1+ 0 rn Q, -V) 9, QGP m O N CO � = N 00 Q II PROPOSED SL,RFACF-\ U H cn is WS 1381.9 W S. E 100 YR 0• TA 1 GL 5 QV„ RCP CP > 1370.84 I N V r — 1374.70 3 + °' Ad c' 71 INVHYDRAUL r 'Orrr— C DATA Q ao HGL + 00 _ 100 _ c s cn max= 1d.4 fps ► 00 > '� 500 C6z N c0 Cn N O r > + r • T — 100— p Q� rn>TDRAULIC DATA `"' O cO� + Ln max— cnr Q Z Q = 5.3 c inn fs O r r r V = 23.4 s HW O T . + — cnr J� Q� • 78 0c) �n rlc r [] O + N Q PROFILE SCALE V) � HORZ: 1" = 5' VERT: 1" = 5' CONNECTOR PIPE PROFILES SPECIAL NOTES * THE CONCRETE COATING ON THE INSIDE OF ALL REINFORCED CONCRETE PIPES MUST BE INCREASED TO PROVIDE A MINIMUM OF 1-1/2" OVER THE REINFORCING WHEN THE DESIGN VELOCITIES EXCEED 20 FEET PER SECOND. THE CONCRETE DESIGN STRENGTH IN THESE REACHES SHALL BE f'c=5,000 psi FOR VELOCITIES EXCEEDING 20 FEET PER SECOND AND f'c=6,000 psi FOR VELOCITIES EXCEEDING 30 FEET PER SECOND. Drawing: R: �254305�Fhal�StormDroin�30760�085—SD-30760-15dwg Layout: R.C.%D. Last Saved: Mon Feb 03, 2025 — 9:17om Last Plotted. Mon Feb 03, 2025 — 9.39om 8y,, josiah,garnica 2 8 a 1+00 1+10 1+20 1+30 °' 1+40 1+00 1+10 1+20 1+30 1+40 o `O O co o � m �n Q �V) PROPOSED SU FACE 24' RCP 24 RCP En STORN DRAIN STORN DRAIN PROPOSED SURF CE VAV.. - 17 1446.0 W. . E 100 YR 0 -- S HGL HGL77� O > 11. Lag m ' ' G ' o _. OP ,, .- o - p6 0 — Q 9,. S + cn - N LO c •Z W � � - 2 Zc-- NSW Q = 4.1 fs W _ s ~ 4 Vmax- max= s rn • za O CNA 52+ • + T O - O I IN AN SIIEET EAT Al2 O N �H W ~ —MAINTAINED BY RGID Q � rn h7 1+ 0 1+ 0 1+ 0 1+ 0 1+ 0 1+ 0 � 1+00 1+10 1+20 000 1+30 II . O Q • oo ��cn II •� PROPOSED SURFACE Q STORIADRAINU H V) II PROPOSED SUR ACE � � � 24' RCP HGL STORN DRAIN HGL - .- . -9247 CD ilm IA CPG co — vT. z _ 1 IN 00 < '^ Q N . - A U LI C D A Q Lo - Z oMID c7 - . _ C s + In r7- . max= 21.6 fps rn m V)z STA• N O SEE PLAN S O += c0 W + *SEE PL N SHEET 9A LAT 15 cn II MAINTAINED BY RCTD II �' PROFILE SCALE HORZ: 1" = 5' VERT: 1" = 5' CONNECTOR PIPE PROFILES SPECIAL NOTES * THE CONCRETE COATING ON THE INSIDE OF ALL REINFORCED CONCRETE PIPES MUST BE INCREASED TO PROVIDE A MINIMUM OF 1-1/2" OVER THE REINFORCING WHEN THE DESIGN VELOCITIES EXCEED 20 FEET PER SECOND. THE CONCRETE DESIGN STRENGTH IN THESE REACHES SHALL BE f'c=5,000 psi FOR VELOCITIES EXCEEDING 20 FEET PER SECOND AND f'c=6,000 psi FOR VELOCITIES EXCEEDING 30 FEET PER SECOND. Drawing; R; �254305�Fhal�StormDroin�30760�085—SD-30760-16.dwg Layout: R.C.%D Last Saved: Mon Feb 03, 2025 — 9: 18cm Last Plotted: Mon Feb 03, 2025 — 9:39am By. Losiah.gornico Browrng: P,: 1254305jFfnaitStorm.Drarn\SO revrsed May 207X065-50-30760-17dwq Layout. KG 1.1,'. Last Saved. fue (Jct / , w',) -. i/ern Lasr r.,rvrreu: nYeu L C w, Zv`� — i Z/-f r ljy. 1 11-- N O N 1 00 1 10 1 20 1 30 1 40 1 50 1 60 1 70 = ►� PROPOSED SURFACE m � � 24 RCP HGL •W8 RC 8 W12 SS8 6 _�-- S� — •- N - ASS — •-- cn 1 s • z 00 100 ' • N N max ' W N — ~ � J O 100 = c s ax= ps Q � SEE PLAN SHEET 8 LAT A14 + � MAINTAINED Y RCTD a 0 CAI PROPOSE SURFACE 1 00 1 10 1 20 1 30 1 40 18 RCP m om' STOR DRAIN PROPOSED SURFACE HGL C rn > N w W l.f) > a m o �— �> Z • z N + oo Vmax= 17.0 fps Q� �'� � � + 4. M o O '"� 3 o N �� + — ~�''� � 0100- C S o � max= fps Q� Q F- *FROM FUTURE PARK SITE cn II PROFILE SCALE VERT: 1" = 5' STORN DRAIN 1-7 47 LO STA Lj 6.2 436.78 1354.36 14 cp A' IJj in it% 0 9.0 e 2 o y y CONNECTOR PIPE PROFILES IN PREPARING THESE PLANS, K&A ENGINEERING, INC DID A THOROUGH SEARCH FOR ALL EXIS77NG PLANS AND COMPILED A FIELD SURVEY OF ALL ABOVE GROUND APPURTENANCES K&A ENGINEERING, INC, PROVIDES NO WARRANTY AND ACCEPTS' NO RESPONSIBILITY AS TO THE ACTUAL LOCA77ON OF ANY UNDERGROUND OR ABOVE 2 GROUND U77LI TY EITHER INSTALLED BEFORE OR AFTER THE DA 7F OF THE a PREPARATION OF THESE PLANS CONTRACTOR TO CONTACT UNDERGROUND SERVICE ALERT 0 1-800-227-2600 TO VERIFY LOCA77ON OF EXIS77NG U77LITY LOCATIONS AND SHALL CONTACT THE ENGINEER OF RECORD IF THERE IS ANY MATERIAL DISCREPANCY. 0 NOTE.• WgRK CANTA/NED WITH/N THESE PLANS SHALL K&A 10/2013 REMOVED LA 1FRAL "AX-2" PROF/LE. BENCHMARK.' TRACT.3076a1 /P# 050193 SHEET N0. _ NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT 2 K&A 0212025 SHEET REPLACED DUE TO SUBSTAN77AL CHANGES BEc 3/19/25 0 S B 0 R N ENGINEERING 357 N. SHERIDAN STREET 1.5 was NaROMUT a- THE POST MWW Nv AL6M:R11rL TRACT 30760-2 /P# 060006 o vD C7A AND/AR A GRADING PERMIT HAS BEEN ISSUEDiml. QROFESSIO�y SUI7E 117 ALa a STATE 71. av THE Nuow ORM RANW W MQN Q w o THE PRlVA7F ENGINEER SIGN/NG 17�ESE PLANS lS ��5 N' /y , o LAND PLANNING CORONA, CALIFORNIA 92880 15 ° RMNY. T �•�76a3 /P# 060007 77 PER TRACT MAP 30760 2 Z RESPONSIBLE FOR ASSURING 7HE ACCURACY AND o z w 1W0 VYORI�C ACCEPTABILITY OF THE DESIGN HEREON. IN THE 7FL. (951) 279-1800 THE G�1vlE1P AS THE RIM AND 1 nor TAB V n�E e m DIAL�� DAYS effORE m s�aE a- mrrAL rwraN 1ao�. +/- 1700 fE><T N'llLr COUNTY Of RIVERS�E W No. 65931 m � � SURVEYING FAX (951) 279-4380 FENCE A MASS a�1r fLU9/ Nv aaMa�aE1E TAB av Ntr EVENT OF DISCREPANCIES ARISING AFTER COUNTY * * Engineering, Inc. a' EAST 114 GYP f SE�CA N 17 15S R519 �� OF 2SH p YOU DIC APPROVAL OR DURING CONS TRUC770N, THE PRIVATE sr c10- �� LATERAL A14y Alf -I & A18 TOLL FREE DIAL 811 ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING qTf � DAIEDt 18Z9 aEVAIM 118Z8/8 A PUBLIC SERVICE BY AN ACCEPTABLE SOLU77ON AND REVISING THE PLANS M' BY DALE APPR. DALE of CA��F PREPARED BY.• R.C.E. NO. 65931 FOR. W. 0. COUNTY ` REwsrows ' 2/12/25 SCALE. AS SHOWN f1LE NO. 964 A UNDERGROUND SERVICE ALERT FOR APPROVAL BY 7HE COUNTY. BNA►hm COUNTY DATE Drawing; R; �254305lFihallStormDrain�30760l085-5D-30760-17dwg Layout: R.C.%D. Last Saved: Mon Feb 03, 2025 — 9:78am Last Plotted. Mon Feb 03, 2025 — 70:09am 8y josiah.gamica 0 I l .�II►� r� .-!UPSRI 1�gsam -- �:gsak 17' 1336.1 1 127 ...... . ....... 2-18" HINGES SIDE MEMBERS j� C x7 25""> PLA TE 1326.3. ' 1313.95 36" R.C.P.---o SECTION. AT STA. 12+00..00 10' 0 10' F-1NFORMATION NOTE ALL X-SECTIONS TAKEN LOCKING DOWN STREAM LINE ANC!V DATi NU. DELTA RADIUS LENGIR TANGENT 1 N 71024`59" W 130.77' 43'28'23" W �. 2 N 9 03' TURN -AROUND MID SUPPORT MID SUPPORT ! V1% If 1 11 Vf'kL U f fill— VUvty i ! �vr •s..�.e Drawing: R.-,144085,Final`StormDrain.�30760-1�D85-SD-3075D-l9.dwg Layout: Last Saved. Tue Jul 24, 2012 - Z.OSpm Last Plotted: Tue Jul 24, 20]2 - 2:11pm By. BryarG of N Mrs 13+00 0 i 0 12+00 1330 1320 1310 1300 1370 1360 1350 1340 R /W .►1 ►0 :! ! Vvi 20 f •RCW8 *S8 36" R.C.P. SECTION AT STA 16+00. TYPICAL FROM STA 13+19.51 TO STA 16+50 10' 0 10' MINI FINFORMATION NOTE ALL X—SECTIONS TAKEN L LOOKING DOWN STREAM J LINE AND CURVE DATA NO. DELTA RADIUS LENGTH TANGENT (1> N 88-51'45" W IN 122,02' (2> 84°32'40" W 18.67' 3 > N 18*15'11" E 41.63' �4> N 00*19'22' W 62.82' (5> N 43°2823' W 1.95' MOM! 40*37'42 t!• Z NOTES CONST. 18" R.C.P. (D LOAD PER PROFILE) CONST. 36" R.C.P. (D LOAD PER PROFILE) CONST. CATCH BASIN NO. 1 PER RCTD STD. DWG. 300; W AND H I: PLAN AND PROFILE, LOCAL DEPRESSION PER STREET IMP. PLAN. GCONST. JUNCTION STRUCTURE NO. 2" PER RCFC STD. DWG. JS 227 A=6616 42 , B=18 , C=3.67 , D=36 , E=2.49 , F=1.30 , G=1,19 14 CONST. MANHOLE NO. 2 PER RCFC STD. DWG. MH 252 15 CONST. MANHOLE NO. 4 PER RCFC STD. DWG. MH 254 TOP) A=33-07'46", 8=18", C=6.38', D1=36", D2=36" BTM) A=44'04'23", 13=18", C=5.13', D1=36", D2=36" 16 CONST. TRANSITION STRUCTURE NO. 3 PER RCFC STD. DWG. TS 303 A) A=45'00'00", B=18', C=3.73', D1=18", D2=18" 18 CONST. BIFURCATION STRUCTURE PER DETAIL ON SHEET 42 SPECIAL NOTES IN PREPARING THESE" PLANS, K&A ENGINEERING, INC DID A THOROUGH SEARCH FOR ss ss * THE CONCRETE COATING ON THE INSIDE OF ALL REINFORCED CONCRETE PIPES MUST BE ALL EXISTNG PLANS AND COMPILED A FIELD SURREY OF ALL ABOVE GROUND PLAN v) E W L N E � STA 2+50 — 6+50 INCREASED TO PROVIDE A MINIMUM OF 1-1/2" OVER THE REINFORCING WHEN THE DESIGN APPURTENANCES. K&A ENGINEERING, INC, PR01/IDES NO WARRANTY AND ACCEPTS NO LL,RESPONSIBILITY AS TO THE ACTUAL LOCA770N OF ANY UNDERGROUND OR AB01/E 20' 0 20' VELOCITIES EXCEED 20 FEET PER SECOND. THE CONCRETE DESIGN STRENGTH IN THESE W— GROUND UTILITY EITHER INSTALLED BEFORE OR AFTER THE DATE OF THE REACHES SHALL BE f'c=5,000 psi FOR VELOCITIES EXCEEDING 20 FEET PER SECOND AND PREPARATION OF THESE PLANS CONTRACTOR TO CONTACT UNDERGROUND SERVICE fc=6,000 psi FOR VELOCITIES EXCEEDING 30 FEET PER SECOND. ALERT 0 1-800-227-2600 TO VERIFY LOCATION OF EXISTING U77LITY LOCA77ONS AND SHALL CONTACT THE ENGINEER OF RECORD IF THERE IS ANY MATERIAL DISCREPANCY. SCALE: 1 "=20' 05 p 05 NOTE. WORK CONTAINED WITHIN THESE PLANS SHALL 1 K&A 10/2013 REWSED LINE "B" ALIGNMENT Q //�l�{--�3 BENCHMARK: 7Z4a33Ml I �Sf�3 D NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT �o�sslo 0 S B 0 R N Fj��jj�jf� 357 N. SHERIDAN STREET 1.5 MILES NORTHWEST OF THE POST OFFICE IN ALBERHILL"] AND/OR A GRADING PERMIT HAS BEEN ISSUED. p e q SUI TE 117 ALONG STA TE 71, ON THE WILLOW BROOK RANCH l9HICH IS OWNED BY MR. L.P. GORDEN 30 FEET NORTHWEST OF Ti4CT.�IG 3 / oT THE PRI VA TE ENGINEER SICNINC THESE PLANS IS �� `� <9 �� ® PLAIW Ii�VG CORONA, CALIFORNIA 92880 TIME CENTER OF THE DRIVEWAY, 26 FEET NORTHWEST OF ti TEL. (957) 279-1800 THE CENTER OF THE HIGH WAY AND 1 FOOT WEST OF THE PS M4CT 30%60 RESPONSIBLE FOR ASSURING THE ACCURACY AND �, ,� [3111L /� iW(iV1OM ACCEPTABILITY OF THE DESIGN HEREON. IN THE } No. 55554 5UR MING FAX (951) 279-4380 FENCE. A BRASS DISK FLUSH !N CONGRE]E TAB ON N'LY COW � OF R M� 0 �11' jj�$ �� n E x 12 31 14 SIDE OF TEMESCAL CANYON RD. -F/- 1700 FEET N'WL Y CT 30760 STOW D"N MAN EVENT OF DISCREPANCIES ARISING AFTER COUNTY it �' * Engineering, Inc. OF EAST 1/4 CORNER SECI7ON 17 T5S R5W YOU DIG YOU DIG APPROVAL OR DURING CONS iRUC TION, THE PRI VA TE s P LINE T 5TA 32#50 TO STA 16#50 -� TOLL FREE DIAL 811 ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING TgTe ctv4� ��DATED: 1929 ELEYA770N.- 1182.819 A PUBLIC SERVICE BY AN ACCEPTABLE SOLUTION AND REVISING THE PLANS MARK BY DATE APPR. DATE o� CA��F PREPARED B%��' .R.C.E. NO 55534 FOR. TW0. COUNTY ItoUNDERGROUND SERVICE ALERT FOR APPR VA Y TH Y. ENGINEER REWSIONS - DATE 1 � -3 2a SCALE. FILE` NO. O L B E OUNT COUNTY Drawing: R. �254305`FnallStorm.Droin�SD revised Mcy 201-7 085-SD-30760- 20.dwa Loyout: R.C. LJ. last Scved: Wed 00 JIQ 20L5 - 7.?8ar.,7 Cast i" loffed: Wed Oct' 30, 20U - 7:. lay; 8y ?atock8 16+00 17+00 18+00 19+00 20+00 NOTE: CONTRACTOR SHALL PROTECT IN PLACE ALL UTILITIES CROSSING OR PARALLELING THE STORM DRAIN UNLESS OTHERWISE NOTED. ' EXISTING SURFACE 15 0 STORM D AIN UJ 1380 �' 4: Z _ 11 0 o - +� m - a �N i N 1410 �' J z PROPOS �� C-;)' I_ cn Qw o 01 ' PROP SED SURFACE 6 �N Qw SZTA 1 RR Al 1370 :2 c / 1400 HGL 01 .- " 1 67.9 _- 1381.34 1395.22 / . - 5 1360 .- 4A� _� S, 1390 .- . - O 1387.75 LO O - O " 1387.40 N U MIA 1350 �, dP m + 1380 o + 1 0- ' > 1381.34 "' "- o orz Qin = 6 .0 cfs Q 60.3 cfs °O 54.D cfs V =2.8fps V 26.3fs 27.4 fs " PROFILE SCALE HORZ: 1" = 20' VERT: 1" = 5' 04 N cy) W � M _Z J 2' IU- �m � 2 11 r/1AA J/ / C IN PREPARING THESE PLANS, K&A ENGINEERING, INC DID A THOROUGH SEARCH FOR ALL EXISTING PLANS AND COMPILED A FIELD SURVEY OF ALL ABOVE GROUND APPURTENANCES. K&A ENGINEERING, INC, PROVIDES NO WARRANTY AND ACCEPTS NO RESPONSIBILITY AS TO THE ACTUAL LOCATION OF ANY UNDERGROUND OR ABOVE 2 GROUND UTILITY EITHER INSTALLED BEFORE OR AFTER THE DATE OF THE a PREPARATION OF THESE PLANS. CONTRACTOR TO CONTACT UNDERGROUND SERVICE ALERT 0 1-800-227-2600 TO VERIFY LOCATION OF EXISTING UTILITY LOCATIONS AND SHALL CONTACT THE ENGINEER OF RECORD IF THERE IS ANY MATERIAL DISCREPANCY. 0 0 DNOTE w5w CONTAINED WITHIN THESE PLANS 94ALL K&A 02/20� = O NOT CAMMENCE UNTIL AN ENCROACHMENT PERMIT o w IN J&_ AND AR A GRADING PERMIT HAS BEEN ISSUED. THE PRI VA TE ENGINEER SIGNING THESE PLANS IS QA w RESPONSIBLE FOR ASSURING THE ACCURACY AND pp DIALW0 WORM ACCEPTABILITY OF THE DESIGN HEREON. IN THE SOREDAYS WN EVENT OF DISCREPANCIES ARISING AFTER COUNTY o YOU YOU DIG APPROVAL OR DURING CONSTRUCTION, THE PRI VA TE TOLL FRE(9, AL 811 ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING MARK BY DAIS A PUBLIC SERVICE BY AN ACCEPTABLE SOLUTION AND REVISING THE PLANS UNDERGROUND SERVICE ALERT FOR APPROVAL BY THE COUNTY. ENGINEER LINE "B" STA 16+ 50 EET REPLACED DUE TO SUBSTANTIAL CHANGES REwsnvs Ui PLAN VIEW - 20+50 20' 0 20' x SCALE: 1 "=20' BEC 1 3/19/25 APPR. I DATE COUNTY un S 4 2 o \ N � 0 S B 0 R N ENGNEER/NC 357 N. SHERIDAN STREET SUI TE 117 LAND PLANNING CORONA, CALIFORNIA 92880 TEL. (951) 279-1800 M SUR VMNG FAX (951) 279-4380 Engineering, Inc. PREPARED BY - , R. C.E. NO. 65931 DA TE 2/12/25 R/W W12• ? CAMINO BOYD •RCW8 •S8 36" R.C.P. SECTION AT STA 18+50 TYPICAL FROM STA 16+50 TO STA 20+50 10' 0 10' SCALE: 1"=10' F-1NFORMATION NOTE I ALL X-SECTIONS TAKEN � LOOKING DOWN STREAM LINE AND CURVE DATA NO. DELTA RADIUS LENGTH TANGENT 1 N 88'51'45" W 299.75' 2 N 43'51'45" W 17.91' 3 N 46-08'15" E 1 34.88' JAI 18-46'15" 306.00' 1 100.25' 1 50.58' N OTES 0 CONST. 18" R.C.P. (D LOAD PER PROFILE) 04 CONST. 36" R.C.P. (D LOAD PER PROFILE) O9 CONST. CATCH BASIN NO. 1 PER RCTD STD. DWG. 300; W AND H PER PLAN AND PROFILE; LOCAL DEPRESSION PER STREET IMP. PLAN. 11 CONST. JUNCTION STRUCTURE NO. 2 PER RCFC STD. DWG.JS 227 A) A=45 00 00 B=18 C=5.18 D=36 E=3.42 F=0.08, G=0.28, , , , B) A=45'00'00", B=18", C=5.18', D=36", , , E=3.42', F=0.20', , G=0.30' 14 CONST. MANHOLE NO. 2 PER RCFC STD. DWG. MH 252 R /W SPECIAL NOTES * THE CONCRETE COATING ON THE INSIDE OF ALL REINFORCED CONCRETE PIPES MUST BE INCREASED TO PROVIDE A MINIMUM OF 1-1/2" OVER THE REINFORCING WHEN THE DESIGN VELOCITIES EXCEED 20 FEET PER SECOND. THE CONCRETE DESIGN STRENGTH IN THESE REACHES SHALL BE f'c=5,000 psi FOR VELOCITIES EXCEEDING 20 FEET PER SECOND AND f'c=6,000 psi FOR VELOCITIES EXCEEDING 30 FEET PER SECOND. BENCHMARK. TRACT 30760-1 15 MM KINM JEST CIF BE PW O W Nv A[6�RNM1 1Ri4CT30760.2 Is mo ear R. Lp. x T X R� TRACT 30760.3 11 �v1ER aF 11 all0►UENfAY. ZS fEFT Na?1HNEsr OF RE aov1ER CIF RE r�InkA Y AND nor Nt3r CIF V E fEWE A BRASS DISK fLUS1! NV QQN�p W TAB aV NtY SUE CIF 1E1E31fTAL C+WK,W RIR +/- 171A0 FEET N'I1 CIF EAST 114 CWff SEMIN 17 IN R519 DAMIDt I= aEVARM 118=9 FOR.- SCALE- 1. = 20' IP# 050193 WLL I NU. IP# 060006 IP# 060007 PER TRACT MAP 30760 COUNTY OF RNERSDE TRACT 3W STORM LMANV PAW LW r STA X#50 TO STA 2&50 oF41 sH TS W.O. R�N 0 964 A Drawing: R: �254305�Fhal�StormDroin�30760�085—SD-30760-21.dwg Layout: R,CTD. Last Saved: Mon Feb 03, 2025 — 9:21om Last Plotted. Mon Feb 03, 2025 — 9.41cm By. josiah.gomica 21 +00 22+00 23+00 24+00 ' NOTE: CONTRACTOR SHALL PROTECT IN PLACE ALL UTILITIES CROSSING OR PARALLELING THE STORM DRAIN UNLESS OTHERWISE NOTED. ' 15 z N pp • pj z 1425 J ci Lo � J 1435 z m + ii C3� cV N a -PROPOSED SURFACE 18ACP INLET 1415 -• 1425 -. - HGL I m 1424.84 .- m _- w> z ' oo — o .1 to CD -- �• — N + N U 1405 1415 to_ -. 1406. '' 5 ' 0 N -' N .- Q = 4.5 fs - 48.8 cfs V = 22.5 f s max= 21.4 f s 1395 1405 " " PROFILE SCALE HORZ: 1" = 20' RQF[ I I VERT: 1" = 5' A In N O '' e 2 o LO O ti o q C.B. #29(W=7' H=6.28') v/ 9 11 +97.93 ST. STA o• / FOR PROFILE SEE SHEET 30A 1 7 / Q. �,� / LA T B 17 \4101 18 i B I O � �� I II II _, I\N" • � �� 6 4 Y _ ` _ � 36 STORM 1 7 I i DRAIN_ I \ 09 IN CA BO YD 4 V, \ \ � s � z ' � � � 78 15 A 1 i r' j \\ o / _ _ �• ice/ \ �C' 3F 00 JQ >` / / 22 - 23 85 / -7 15 C 79 �/--------- FOR PROFILE C.B. #3O(W=14 H=7.03) 9 \ \\ 4 EE SHEET 31 A _ — 14+33.68 ST. STA J\ 8 � 1 - LAT B6 I _--" I � � I , r I I 80 83 � � 82 V QI , 1 PLAN VIEW IN PREPARING THESE PLANS, K&A ENGINEERING, INC DID A THOROUGH SEARCH FOR 20' 0 20' ALL EXISTING PLANS AND COMPILED A FIELD SURVEY OF ALL ABOVE GROUND LINE B STA 2 0+ 5 0- 2 4+ 71.3 8 EC APPURTENANCES. K&A ENGINEERING, INC, PROVIDES NO WARRANTY AND ACCEPTS NO RESPONSIBILITY AS TO THE ACTUAL LOCATION OF ANY UNDERGROUND OR ABOVE SCALE:1 "=20' GROUND UTILITY EITHER INSTALLED BEFORE OR AFTER THE DATE OF THE PREPARATION OF THESE PLANS. CONTRACTOR TO CONTACT UNDERGROUND SERVICE ALERT 0 1-800-227-2600 TO VERIFY LOCATION OF EXISTING UTILITY LOCATIONS AND SHALL CONTACT THE ENGINEER OF RECORD IF THERE IS ANY MATERIAL DISCREPANCY. R/W ? CAMINO BOYD I 56' 28' 28' 10' 18' 18' 10' STORM DRAIN 6' 2% 2% 2% 2% W129 ORCW8 9S8 3 6 " R.C.P. 70 SECTION AT STA 22+00 TYPICAL FROM STA 20+50 TO STA 24+36.04 10' 0 10' F-1NFORMATION NOTE ALL X-SECTIONS TAKEN L LOOKING DOWN STREAM LINE AND CURVE DATA NO. DELTA RADIUS LENGTH TANGENT 1 N 04'03'49" E 21.25' 2 N 77'05'59" E 18.36' 3 N 8'44'55" W 42.45' JAI 68118'11 " 306.00' 364.79' 207.58' E31 86'29'01 " 22.50' 33.96' 21.16' N OTES 0 CONST. 18" R.C.P. (D LOAD PER PROFILE) 04 CONST. 36" R.C.P. (D LOAD PER PROFILE) O9 CONST. CATCH BASIN NO. 1 PER RCTD STD. DWG. 300; W AND H PER PLAN AND PROFILE; LOCAL DEPRESSION PER STREET IMP. PLAN. GCONST. JUNCTION STRUCTURE NO. 2„PER RCFC STD. DWG. JS 227 A=62'36 35 , B=18 , C=5.00 , D=36 , E=2.45 , F=1.00 , G=1.49 15 CONST. MANHOLE NO. 4 PER RCFCSTD. DWG. MH 254 A=42 23 28 , B=18E, C=5.40 , D=36", E=3.13 , F=0.22', G=0.28 R/W SPECIAL NOTES * THE CONCRETE COATING ON THE INSIDE OF ALL REINFORCED CONCRETE PIPES MUST BE INCREASED TO PROVIDE A MINIMUM OF 1-1/2" OVER THE REINFORCING WHEN THE DESIGN VELOCITIES EXCEED 20 FEET PER SECOND. THE CONCRETE DESIGN STRENGTH IN THESE REACHES SHALL BE f'c=5,000 psi FOR VELOCITIES EXCEEDING 20 FEET PER SECOND AND f'c=6,000 psi FOR VELOCITIES EXCEEDING 30 FEET PER SECOND. 0 NOTE WORK CONTAINED WITHIN THESE PLANS WALL K&A 02/2025 SHEET REPLACED DUE TO SUBSTANTIAL CHANGES BEc 3/19/25 BENCHMARK. 7R4CT.30760.1 /P# 050193 WLL / NU. NOT COMMENCE UNAL AN ENCROACHMEIVT PERMIT 0 S B 0 R N ENGNEER/NC 357 N. SHERIDAN STREET 1 sAILEs Nr,RNEST aF BE AasT WKE Nv AB13M TRACT 30760.2 /P# 060006 AND OR A GRADING PERMIT HAS BEEN ISSUED. ROFESSIO SUI TE 117 A[aW SWE 71. av HE Nuow AWW ROM W MQN � Q THE PRI VA TE ENGINEER SIGNING THESE PLANS IS �� N' o�� y o LAND PLANN/NC CORONA CALIFORNIA 92880 H � BY F LP. c�M X 26 FUT NWIHN T aF TRACT .30760.3 /P# 060007 o •5 tiq F � � HE aovmP aF HE aMa►�1rAr. as �T NaRnluEsr aF �� o � PER TRACT MAP 30760 RESPONSIBLE FOR ASSURING THE ACCURACY AND TEL. (951) 279-1800 BE CBM OF BE 1NMMY AND 1 FWT HEST aF BE DIAL TWO WORM C ACCEPTABILITY OF THE DESIGN HEREON. IN THE Ld No. 65931 m SURVMNC FAX (951) 279-4380 � A BRASS DISK RJM AN OQNO1E TAB aN N1rr COUNTY Of RNERS�E SUE aF MESM GANYM RD. +/- 17M FEET NIK r TRACT 3W STORM DM MM SORE DAYS EN EVENT OF DISCREPANCIES ARISING AFTER COUNTY * * Engineering, Inc. aF EAST 1/4 CWff SEMN 17 MS R519 � OF'�ZSH YOU DIC YOU DIC APPROVAL OR DURING CONSTRUCTION, THE PRI VA TE ,r UI f r STA ZOBSO TO STA Mn 9T cat DAMIDt 1929 alEVAIM 118Z819 TS TOLL FREE DIAL 811 ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING FOFCAI�FO A PUBLIC SERVICE BY AN ACCEPTABLE SOLUTION AND REVISING THE PLANS N' BY DATE APPR. DAIS PREPARED BY. R.C.E. NO. 65931 FOR.- W.O. COUNTY REV1srows SCALE- RLE NO. 964 A UNDERGROUND SERVICE ALERT FOR APPROVAL BY THE COUNTY. ENGINEER COUNTY DATE 2/12/25 1 = 20 Drawing; R. �254305�Fhal�StormDroin�30760�085—SD-30760-22dwg Layout 24x36 L Last Saved. Mon Feb 03, 2025 — 9.22om Last Plotted. Mon Feb 03, 2025 — 9.41am 8p josiah.garnica 25+00 26+00 27+00 28+00 NOTE: CONTRACTOR SHALL PROTECT IN PLACE ALL UTILITIES CROSSING OR PARALLELING THE STORM DRAIN UNLESS OTHERWISE NOTED. 15 � Z c� ii �� ,u 1 11 QQm �N 13 MH No.1 STA 27+69.00= ST STA=17+13.39 RIM=1447.13 1445 a a 1445 1435 - PROPOSED URFA E STA 27+67.88 18 RCP INLET 1435.40 INV - Id 1435 z z 2 • 2 = STA 27+35.92 16 18" RCP INLET 1432.11 INV = 1434.02 w tun' 1432.46 STA 25+"1.97 18" RCP 1428.46 INV , =1431.10 ' , 1436.04 1434.30 STA 24+96.21 RCP INLET /11426.79INV ``' _� -- _- _ _ z + _�-- 04 _ - 171- oo 11 1 1 1425 S=0• w > ►� 1425 1./o. 1 ju 1425.56 CV - _ -24.84 . o + N � � 100 10 - OO N ma m 00 1415 0 o � N r CIS N o N 1415 m 38. cfs 37. cfs cf)'? Lq o V 13. f s 14. fps � "� Q 40.7 cfs Vmax 13. fps PROFILE SCALE HORZ: 1" = 20' VERT: 1" = 5' A In N cl i C.B. #28(W=14' H=6.00') 9 10+53.72 ST. STA 1�J N I J o ----� N A 00 Q04 � N FOR PROFILE 4 11 11 5 _ SEE SHEET 31 A _ 26 1 LAT B9 Ng5°56 11 W 15 5 00 (O - F PLAN VIEW 20' 0 20' SCALE:1 "=20' 1 RAW U CD N M N 19 I I --� FOR PROFILE I I SEE SHEET 31A 1 LA T B8 N cn 0+0 - an - l 0 1 1 � C.B. #27 (W=10 H=6.5) 9 11 +08.98 ST. STA IN PREPARING THESE PLANS, K&A ENGINEERING, INC DID A THOROUGH SEARCH FOR ALL EXISTING PLANS AND COMPILED A FIELD SURVEY OF ALL ABOVE GROUND APPURTENANCES. K&A ENGINEERING, INC, PROVIDES NO WARRANTY AND ACCEPTS NO RESPONSIBILITY AS TO THE ACTUAL LOCATION OF ANY UNDERGROUND OR ABOVE GROUND UTILITY EITHER INSTALLED BEFORE OR AFTER THE DATE OF THE PREPARATION OF THESE PLANS. CONTRACTOR TO CONTACT UNDERGROUND SERVICE ALERT 0 1-800-227-2600 TO VERIFY LOCATION OF EXISTING UTILITY LOCATIONS AND SHALL CONTACT THE ENGINEER OF RECORD IF THERE IS ANY MATERIAL DISCREPANCY. 0 NOTE w5w CONTAINED WITHIN THESE PLANS 94ALL K&A 02/20� O NOT COMMENCE UN71L AN ENCROACHMENT PERMIT D C7A-4 AND OR A GRADING PERMIT HAS BEEN ISSUED. THE PRI VA TE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND DIAL TWO WORM ACCEPTABILITY OF THE DESIGN HEREON. IN THE Z19ORE � V RffORE EVENT OF DISCREPANCIES ARISING AFTER COUNTY U DIC YOU DE APPROVAL OR DURING CONSTRUCTION, THE PRI VA TE TOLL FREE DIAL 811 ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING MARK BY DATE A PUBLIC SERVICE BY AN ACCEPTABLE SOLUTION AND REVISING THE PLANS UNDERGROUND SERVICE ALERT FOR APPROVAL BY THE COUNTY. ENGINEER 2 3N 4 N FOR PROFILE SEE SHEET 32A R/W COR TE MI GUEL 6 AN I 36" STORM DRAIN S B - 12 RC 2_ N75°46'57"W 16 1 2� 16 B -w- AIR- I 77 2 - - - 27+58.33 F C C9 9 C.B. 23 W=7' H=6.54' I 17+02.40 ST. STA FOR PROFILE 86 &J_L�B12 SEE SHEET 31 A 2 II STA 28+ 00 LINE "B" STA 24+ 71.38 EC - 28+ 00 EET REPLACED DUE TO SUBSTANTIAL CHANGES REVISyAIVS BEC 1 3/19/25 APPR. I DATE COUNTY 5 C.B. #26(W=7' H=5.50') C 13+65.00 ST. STA /W� 7 u � q C.B. #25(W=7' H=7.00') 9 8 � 13+48.31 ST. STA 01 FOR PROFILE 19 Ll SEE SHEET 32A 3:)�. LAT B10 1 1 q C.B. #24(W=14' H=5.50') 16+98.90 ST. STA 9 MATCH LINE SEE SH T. No. 24A FOR PROFILE SEE SHEET 31 A LA B11 1 R/W ? CORTE MIGUEL 56' 28' 10' 18' 1 18' (� STORM DRAIN 6' 2% , W8• i • W8 RCW8• •S8 36" R.C.P.,O SECTION AT STA 26+00 10' 2 TYPICAL FROM STA 24+88.88 TO STA 27+22.99 10' 0 10' F-1NFORMATION NOTE ALL X-SECTIONS TAKEN L LOOKING DOWN STREAM LINE AND CURVE DATA NO. DELTA RADIUS LENGTH TANGENT 1 N 85'56'11" W 61.04' 2 N 75'46'57" W 138.47' 3 N 14'13'03" E 41.67' 4 N 37'33'57" E 29.58' 5 N 35'33'40" W 17.72' 6 N 88'07'42" E 86.77' 7 N 29'19'29" W 33.36' 8 N 35'46'57" W 32.20' 9 N 58'13'02" E 18.23' Al10'09'14" 294.00' 52.10' 26.12' B 1 1 90'00'00" 22.50' 1 35.34' 1 22.50' R/W N OTES 10 CONST. 18" R.C.P. (D LOAD PER PROFILE) O2 CONST. 24" R.C.P. (D LOAD PER PROFILE) 40 CONST. 36" R.C.P. (D LOAD PER PROFILE) g000NST. CATCH BASIN NO. 1 PER RCTD STD. DWG. 300; W AND H PER PLAN AND PROFILE; LOCAL DEPRESSION PER STREET IMP. PLAN. 11 CONST. JUNCTION STRUCTURE NO. 2PER RCFC STD. DWG. JS 227 A=46 50 25 , B=18 , C=5.06 , D=36„, E=3.10 , F=0.80 , G=1.48 13 CONST. MANHOLE NO. 1 PER RCFC STD. DWG. MH 251 15 CONST. MANHOLE NO. 4 PER RCFC STD. DWG. MH 254 A=56'29'52", 13=18", C=4.27', D=36" 16 CONST. TRANSITION STRUCTURE NO. 3 PER RCFC STD. DWG. TS 303 A A=4818 48 , B=18 , C=5.00E, D1=24 , D2=36 B A=64'32'49", B=18", C=3.50', D1=18", D2=18" BENCHMARK. TRACT 30760.1 0 S B 0 R N ENGINEERING 357 N. SHERIDAN STREET 15 MM X RWWT aF BE Aril OF W Nv AcB13M TRACT 30760.2 Ko LAND PLANNING SUl TE 117 CORONA, CALIFORNIA 92880 is mo or R. �HE KLOW x � XR� TRACT 30760.3 TEL. (951) 279-1800 HE CINW? aF HE a WN X 26 �r NWIHAW OF BE COO? aF BE r r AND 1 �oT MIST aF Off I SURVEYING FAX (951) 279-4380 f� A BRASS WK RJM AN OQVOMW TAB QN NtY Engineering, Inc. SUE CIF MESM �� RD.+/- 17q0 FEET N'IILY CIF EAST 114 Gam? SEMN 17 IN R519 PREPARED BY R. C.E. NO 65931 DIAIEDt 1819 ElEVAApIk 11�8/8 SCALE-FO4• 1 = 20 � DATE 2/12/25 /P# 050193 WLL / NU. /P# 060006 /P# 060007 PER TRACT MAP 30760 COUNTY Of RAWDE T"cT 3W STORM DM PAW LAVE r STA 24#7X.38 TO STA 28+0►0 OF:42SH TS W.O. R�N 0 964 A Drawing; R; �254305�Fhcl�StormDroin�30760�085-SD-30760-23,dwg Layout R.C.LD, Last Saved: Mon Feb 03, 2025 - 9,24cm Last Plotted: Mon Feb 03, 2025 - 9,42cm By. josiah,gcmicc 31+00 LINE "B" STA 28+00 - 31+00 R/W q CAMINO RICHARD I --I 10' on In p F1 TYPICAL FROM STA 28+00 TO STA 31+00 10' 0 ... 1:0, ................ �NFORMATIQN - - ------- NOTE, ALL X-SECTIONS TAKEN LOOKING DOWN STREAM SINE AND CURVE t ATA )NO. DELTA RADIUS:. 1� (1) N 141 SOS' E <2> N 03"33'090* E (3) N 06 *0 5'16 gs E 27i84" AE.j 306.00 66. .96 8: d10*3954 02"32'07 494.00 .-28.56 21-86V11a9 ' NOTES CONST. 24" R.C.P. (D LOAD PER PROFILE) 13 CONST. MANHOLE NO. 1 PER RCFQ STD. DWG. M.H 251 10' SEE REVISED 0 9 8 0. IR ENGWRING J57 N. SHERIDAN STREET SUITE 117 LAAD.RMNING CORONA, CALIFORNIA 92880 TEL. (951) 279-1800 IIMNG ( SURFAX 951) 279-4J80 . . . . . . . En I g, ha BENCHMARK.' 1.5 M14ES PORTHWST OF THE POST OMCE IN ALBMILL ALONG STAY 71, ON THE KLOW DR" RAIVar-WO.i IS OWED - BY AM L.P. GORVEN 30 FEET NORMK5r' or THE aW TFR OF THE OR VEWA Y, 26 FEET AFOR IHWS T OF: ME CENIENOF THE H16HWAY AND 1 FOOT YkSr OF ME FENCE A BRASS DW FLUSH IN CONCRETE TAB ON N% OF MIESCAL CANYON RD, +/- 1700 FEET N'KY 17 MIN, W R5W OF EAST 114 CORNER SF DATED. 1929 ELEVA770N. 1182819 MMI , mNwax�. , - mawm4aslow J' LINEW REWSIONS APPR. DATE PREPARED BY R. C. E NO. 55534 ''01 7F lilt f?7- ...... W. T 0. SCALE- * 1 20�.FOR.• CCOUNTYDA 28+00 29+00 30+00 31 +00 NOTE: CONTRACTOR SHALL PROTECT IN PLACE ALL UTILITIES CROSSING OR PARALLELING THE STORM DRAIN UNLESS OTHERWISE NOTED. 1465 ` IM: lC)O ++ N II <� % 1465 ¢ \ ¢ — Z Z . 2. Lu W w 1455 1457.59 1455 zcr\D ` CD \ 14418 114 + ►�, r \ 1445 1447.70 ` 1445 XISTIN SUR ACE RAIN 00 1436.04 i' I`7 CN w 1 0= S r rp x— s 1435 l 00 = c Sri N O 0 1435 + ma = 10.0 fpsO U N 0� O " O • 0O PROFILE SCALE HORZ: 1" = 20' VERT: 1" = 5' A In— N OM R/W O O U m Z PLAN VIEW 0 C 20' 0 20' + N SCALE:1 "=20' 86 '/W 0 �1 I I I I I 1 I I i �i 20 � I � :;16 29 j 27 — RAW — 22 Iz LO 4�' J Z N Q �w N 1,24 .1.1,STO M DRAIN 'I kdN 0 10' 2! CAMINO RICHARD 56' Q_ 28' 18' I 18' q S6TORi DRAIN ?% � W8• 24" R.C.P. 2% •RCW8 • S8 WO SECTION AT STA 29+00 TYPICAL FROM STA 28+00 TO STA 31+00 10' 0 10' F-1NFORMATION NOTE ALL X—SECTIONS TAKEN L LOOKING DOWN STREAM LINE AND CURVE DATA NO. DELTA RADIUS LENGTH TANGENT 1 N 14'1SOY E 1.95' 2 N 03'3SO9" E 191.39' 3 N 06'05'16" E 27.84' A 10*39'54" 306.00' 56.96' 28.56' IRI 02'32'07" 1 494.00' 1 21.86' 1 10.93' NOTES O2 CONST. 24" R.C.P. (D LOAD PER PROFILE) 13 CONST. MANHOLE N0. 1 PER RCFC STD. DWG. MH 251 10' 2% w m 0 o (0 0 T7 + + + SPECIAL NOTES 0 82 Q * 83 THE CONCRETE COATING ON THE INSIDE OF ALL REINFORCED CONCRETE PIPES MUST BE I I I 84 INCREASED TO PROVIDE A MINIMUM OF 1-1 /2" OVER THE REINFORCING WHEN THE DESIGN I ' VELOCITIES EXCEED 20 FEET PER SECOND. THE CONCRETE DESIGN STRENGTH IN THESE I I REACHES SHALL BE f'c=5,000 psi FOR VELOCITIES EXCEEDING 20 FEET PER SECOND AND f'c=6,000 psi FOR VELOCITIES EXCEEDING 30 FEET PER SECOND. IN PREPARING 7HESE PLANS, K&A ENGINEERING, INC DID A THOROUGH SEARCH FOR ALL EXIS77NG PLANS AND COMPILED A FIELD SURVEY OF ALL ABOVE GROUND LINE " B " STA 2 8 + 0 0 APPURTENANCES K&A ENGINEERING, INC, PROVIDES NO WARRANTY AND ACCEPT' NO RESPONSIBILITY AS TO THE ACTUAL LOCA77ON OF ANY UNDERGROUND OR ABOVE 2 a GROUND U77LI TY EITHER INSTALLED BEFORE OR AF7FR THE DA 7F OF THE PREPARA77ON OF THESE PLANS CONTRACTOR TO CONTACT UNDERGROUND SERVICE ALERT 0 1-800-227-2600 TO VERIFY LOCA77ON OF EXIS77NG U77LITY LOCA77ONS AND SHALL CONTACT THE ENGINEER OF RECORD IF THERE IS ANY MATERIAL DISCREPANCY. o O = w L w pp 0 O IN 0 AM VVVVV~ DIAL 1W0 WORM SORE DAYS WN NOTE WORK CONTAINED WITHIN THESE PLANS WAU NOT COMMENCE UN77L AN ENCROACHMENT PERMIT AND OR A GRADING PERMIT HAS BEEN ISSUED. K&A 0212025 SHEET REPLACED DUE TO SUBSTAN77AL CHANGES BEc 3/19/25 774E PRI VA TE ENGINEER SIGNING 774ESE PLANS IS RESPONSIBLE FOR ASSURING 774E ACCURACY AND ACCEPTABILITY OF 774E DESIGN HEREON. IN 774E EVENT OF DISCREPANCIES ARISING AFTER COUNTY o YOU DIC YOU DIG TOLL FREE DIAL 811 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT APPROVAL OR DURING CONS 7RUC 77ON, THE PRI VA7E ENGINEER SHALL BE RESPONSIBLE FOR DE7FRM/N/NG AN ACCEPTABLE SOLU77ON AND REVISING THE PLANS FOR APPROVAL BY 774E COUNTY. MARK BY DATE ��yg APPR. DATE ENGINEER COUNTY 31+00 BENCHMARK. TRACT 30760-1 0 S B 0 R N ENGNEER/NC 357 N. SHERIDAN STREET 1.5 ,ems NaP IEST aF BE POST WKE Nv AB13M TRACT 30760.2 ► Ko LAND PLANN/NC SUl1E 117 CORONA, CALIFORNIA 92880 is � or R. � x HE KLOW �XR� 7X4CT30760.3 TEL. (951) 279-1800 RE CINER pF RE r 26 � �TMAW w BE CBM OF BE MMMY AND 1 FIoT IMST aF BE SURVEY/NC FAX (951) 279-4380 � A BRASS WK RM AN CaVMfE TAB cw NYY Engineering, Inc. ME CIF m �� RD.+/- 17q0 FEET N'IILY CIF EAST 114 Gam? SEMIN 17 15S R519 PREPARED BY.• R. C.E. NO. 65931 DIAIEDt 1819 ElEVAApIk 11�8/8 R.- F� FO SCALE.• 1 = 20 DA TE 2/12/25 R/W IP# 050193 IP# 060006 PER 714cr,uW30760 COUNTY OF IRACT3W STOW DrPiYV PrAN LSE TSTA ?B+OO Ii0 STA 3W W.O. COUNTY RLE N0. V4ff:!L2s1j 964 A Drawing; R; �254305�Fhcl�StormDroin�30760�085—SD-30760-24,dwg Layout R.C.LD, Last Saved: Mon Feb 03, 2025 — 9,24cm Last Plotted: Mon Feb 03, 2025 — 9,42cm By. josiah,gcmicc 31 +00 32+00 33+00 3+00 Eu N PLAN E ...... ... 200 20, SCALE:1 "=20' t ..' CL C.e. 22 W=7' H=f' FOR PROFILE 12+92.6 S . STA '9. SEE SHEET 31 W N 1 LA T B13 co Z_ EV J Z RAW t=!i Uj LED act CAA41NO RICHARD s 00 - S 1 N06°05'16" _. 1 W : A3 A _ W00 00 1 2 1 o 24" STORIADRAIIV _., ltj,.. r" Eft ' p UNDER SIDEWALK Dom` ,.. PER ST IMP PLAN ET 13 `0i7-C _.,. , C . ... ._1, _ 12+70.79 S" STA c ;- 80 ' IN PREPARING THESE PLANS, K NQNEERIIVG, INC DID A THOROUGH SEARCH FOR al ALL EXISTINO PLANS AND LED A FIELD SURVEY OF ALL ABOVE GROUND APPUNTENANsCES. Ke�AINEERING, INC, PROVIDES NO WARRANTY AND ACCEPTS NO w RESPONSIBILITY AS E ACTUAL LOCATION OF ANY UNDERGROUND OR ABOVE GROUND UTILITY R INSTALLED BEFORE OR AFTER THE DATE OF THE PREPARA IlO THESE PLANS CONTRACTBR TO CONTACT UNDERGROUND SERVICE ALERT 0-227-2600 TO VERIFY LOCATION OF EXISTING UTILITY LOCA7701VS AND .SI fAL Tier THE ENGINEER OF RECORD IF THERE IS ANY MA TERIAL DISCREPANCY. At A NOTE' WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND OR A GRADING PERMIT HAS BEEN ISSUED. � THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND om ACCEPTABILITY OF THE DESIGN HEREON. IN THE *� c�Bnown DAYS WW EVENT OF DISCREPANCIES ARISING AFTER COUNTY o YOUR YOU DIG APPROVAL OR DURING CONSTRUCTION, THE PRIVATE TOLL FREE DIAL 811 ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING MARK BY DA TE A PUBLIC SERVICE BY AN ACCEPTABLE SOLUTION AND REVISING THE PLANS UNDERGROUND SERVICE ALERT QC FOR APPROVAL BY THE COUNTY. ENGINEER - _ ,..2012,' IJr i7: 1�40�5 Fina! Storm.7raif 30760 7 C785 517..3D760 Z5.dw o uf. R.C.T17. Last Saved Wed Aug? 2007 .,.S5orn 1_ast Plc.t d: Mop � 1- 9: am n • Ya 4 e a J1 G9; 38 ray; De ny4 SEE REVISED LINE „B" STA 3 + 00 - 32+ 7. 43 RECISIONS APPR.1 DATE COUNTY GTE, CONST. 18" R.C.P. (D LOAD PER PROFILE) OCONST. 24" R.C.P. (D LOAD PER PROFILE) r 9 CONST. CATCH BASIN NO. 1 PER RCTD STD. DWG. 300; W AND H PER PLAN AND PROFILE LOCALDEPRESSION PER STREET IMP. PLAN. i 3 CONST. MANHOLE N. 1 PE R ER RCFC STD. DWG. MH 251 ��ET NCB: fENG'HI�IARK' 0 S R N , � ,{ I 357 N. SHERIDAN STREET 1, S MILES M ial ST OF TPf€ POST (JFFiL IN 'oil/ KCORONA SUI TE 117 CALIFORNIA 92880 CL ALONG STATE T1 , N THE LLOW , , , � �Rcavr RAN61 �11H : 1S:OW40 BY MR. L.P.. GORDEN 3O FELT NOR131:N�ST �31 �. ,�.. _ —, TEL. (951) 279 1Bd4 TI�IE.CEdV1ER OF THE DR7�'WAY 76 FEET N#�Rl1I�`T OF. 1 GENM? OF THE HIGHWAY AND 1 FOOT *'EST OF :. � . A ,. , .. . - : 19 ATV w" � � ; • FAX 951 279-�;��0 ( ) IC A BRAS pi1C fUSfV IN Gi1NOREiE TAB (Vi .N &Y:. _, �'13E OF TE�ESOy4L. GAN'Yfihtil R11. + -- 17Lili FEET N i�LY / : • .. ;, ,' . ': � ' S� :. =: : ineerin Inc. � �� OF EAST 1/4: �E�t' SEC71�JE►J 17 T5�' RAW. ,�• RED BY NO. . �' Di4T€D 1929 EL.EYAiiON.• 11�819 FOR.. Cou1N` SALE. DATE 2 a � 1 20 :, ••., 31 +00 32+00 33+00 34+00 NOTE: CONTRACTOR SHALL PROTECT IN PLACE ALL UTILITIES CROSSING OR PARALLELING THE STORM DRAIN UNLESS OTHERWISE NOTED. 9 rn 13 = T 1480 0 z _ "' ,r,��.� o _ to + riQ� aV (/i F_ N U 1480 a U Z _ PROPOSED S RFAC _ Ld W 1470 IjGL 1470 STA 31 +68.05 18" RCP INLET 1465.28 INV— 1467.50 U W 1464.59 C- z o 1460 12-63.80 (6 + 1460 -lcjl4L57.59- M 1450 u-i °�° o r p1r) cpS N M 1450 ax- GIs max— M PROFILE SCALE HORZ: 1" = 20' VERT: 1" = 5' 04 N cl J Z 2 � U= aV) w En O O + PLAN VIEW 20' 0 20' SCALE:1 "=20' I I FOR PROFILE SEE SHEET 31 A 1 =LAT B 13 I --- _ --J tl C.B. #22(W=7' H=6.03') 1 12+92.67 ST. STA 9 23 1 11 m 24 00 R/W CAMINO RI CHARD 00 � VN(Y(6*O5i6 "E _A ME 0 I FLA m, 20 UNDER SIDEWALK -. PER ST IMP PLAN SHEET 13� IN IN PREPARING THESE PLANS, K&A ENGINEERING, INC DID A THOROUGH SEARCH FOR ALL EXIS77NG PLANS AND COMPILED A FIELD SURVEY OF ALL ABOVE GROUND APPURTENANCES K&A ENGINEERING, INC, PROVIDES NO WARRANTY AND ACCEPT' NO RESPONSIBILITY AS TO THE ACTUAL LOCA77ON OF ANY UNDERGROUND OR ABOVE GROUND U77LI TY EITHER INSTALLED BEFORE OR AFTER THE DA TE OF THE PREPARA77ON OF THESE PLANS CONTRACTOR TO CONTACT UNDERGROUND SERVICE ALERT 0 1-800-227-2600 TO VERIFY LOCA77ON OF EXIS77NG U77LITY LOCA77ONS AND SHALL CONTACT THE ENGINEER OF RECORD IF THERE IS ANY MATERIAL DISCREPANCY. 0 NOTE WORK CONTAINED W ININ THESE PLANS 94ALL K&A 02120; O NOT COMMENCE UN77L AN ENCROACHMENT PERMIT AND OR A GRADING PERMIT HAS BEEN ISSUED. dD C7A T 774E PRI VA 7E ENGINEER SIGNING 774ESE PLANS IS AM VVVVV~ RESPONSIBLE FOR ASSURING 774E ACCURACY AND DIAL 1W0 MrORIWIC ACCEPTABILITY OF 774E DESIGN HEREON. IN 774E SORE DAYS WN EVENT OF DISCREPANCIES ARISING AFTER COUNTY YOU DIC YOU DIC APPROVAL OR DURING CONS 7RUC 77ON, THE PRI VA7E TOLL FREE DIAL 811 ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING MARK BY DATE A PUBLIC SERVICE BY AN ACCEPTABLE SOLU77ON AND REVISING THE PLANS UNDERGROUND SERVICE ALERT FOR APPROVAL BY 774E COUNTY. ENGINEER N ■ /` V/ •✓'0 r C.B. #21(W=21' H=9.93') 9 12+64.00 ST. STA 1� 80 LINE "B" REPLACED DUE TO SUBSTAN77AL CHANGES REwsxNs STA 31 + 00 - BEC 1 3/19/25 APPR. I DATE COUNTY 32+ 17.43 R/W 28' 10' 2% WE 24" R.C.P. ? CAMINO RICHARD 56' Q_ 18 I 18' STORM DRAIN i 6" 1 2 9RCW8 •S8 SECTION AT STA 31+50 TYPICAL FROM STA 31 +00 TO STA 31 +95.28 I — — -- — —NFORMATION NOTE ALL X-SECTIONS TAKEN L LOOKING DOWN STREAM LINE AND CURVE DATA NO. DELTA RADIUS LENGTH TANGENT 1 N 06'05'16" E 95.28' 2 N 50'49'59" E 13.36' 3 N 39'10'01 " W 34.73' JAI 44'44'43" 11.25' 8.79' 4.63' A I r% T r fl% OCONST. 18" R.C.P. (D LOAD PER PROFILE) 0 CONST. 24" R.C.P. (D LOAD PER PROFILE) Og CONST. CATCH BASIN NO. 1 PER RCTD STD. DWG. 300; W AND H PER PLAN AND PROFILE; LOCAL DEPRESSION PER STREET IMP. PLAN. 13 CONST. MANHOLE N0. 1 PER RCFC STD. DWG. MH 251 BENCHMARK. TRACT 30760-1 0 S B 0 R N ENGNEER/NC 357 N. SHERIDAN STREET 1.5 ,ems Nat IEST aF BE POST WKE Nv AB13M TRACT 30760.2 Ko LAND PLAIN/NC SUl1E 117 CORONA, CALIFORNIA 92880 is � or R. �HE KLOW x �XR�IF 7X4CT30760.3 TEL. (951) 279-1800 RE CINER pF RE r 26 � �TMAW w BE CBM OF BE M M1�Y AND 1 �oT WT aF BE SURVMNC FAX (951) 279-4380 A BRASS a�lr fzu�1 AN >E TAB cw NYY Engineering, Inc. ME CIFm GANVW RDA. +/- 17M FEET WKY CIF EAST 1/4 Gam? SEMIN 17 15S R519 PREPARED BY.• R. C.E. N0. 65931 DIAIEDt 1819 ElEVAApIk 11�8/8 FOR.- SCALE.• . 1 = 20 DA TE 2/12/25 PER TRACT MAP 30760 COUNTY OF RIVERSDE TRACT 3W STORM DM PAW UAE r STA .3W TO STA .32* .43 R/W 10' #V 050193 #V 060M FILE NO. oF41 SH Drawing; R; �254305�Fhcl�StormDroin�30760�085—SD-30760-25dwg Layout R.C.LD, Last Saved: Mon Feb 03, 2025 — 9,25cm Last Plotted: Mon Feb 03, 2025 — 9,42cm By. josiah,gcmicc rva H!"f iiiJ.VHL c i rr3G E,vuly r d. ctrv7rwcr-rr LVEflY7 7 - - Drowii7g: R: `,1 40$5'4Frnol`St rfnDrai7r� 30750-1 0$5 SD-30>50 2b.dwg Layout: R.C. TD. Lost Soved: Mon Jan 21, 2008 - 5:25pm -i3sf lotted: Mor., Ju., 00, 2072 - 10: 00am By., Oerr O uuwrng. rt: �rwfui ptuffouruar�.>u revrsea muy Zur,�Ivo—ri.awg Layour: r.(,.1.u. LOSE �)ave(!: W,- vct ly Z0,) — c )rpm LUsr r-rorrea' W60 (lei )U, ZU(3 — 1:.3Yam ?iy YatrickU Droming: R:1254J051FinoilSrormOraiir�SO revised Moy 2073�035—SD-30760-23.a q Layou.: F.C.TD Last So red: �Iod Oct JO, 2013 — 737am Lost Plotted Wed Oct 30, 20i3 — 75.3um Nv: Po[rrckE CONNECTOR PIPE PROFILES IN PREPARING THESE PLANS, K&A ENGINEERING, INC DID A THOROUGH SEARCH FOR ALL EXIS77NG PLANS AND COMPILED A FIELD SURREY OF ALL ABOVE GROUND APPURTENANCES. K&A ENGINEERING, INC, PROtWDES NO WARRANTY AND ACCEPTS NO RESPONSIBILITY AS TO THE ACTUAL LOCA77ON OF ANY UNDERGROUND OR ABOVE GROUND U77LITY EITHER INSTALLED BEFORE OR AFTER THE DATE OF THE PREPARATION OF THESE PLANS. CONTRACTOR TO CONTACT UNDERGROUND SERVICE ALERT 0 1-800-227-2600 TO VERIFY LOCA 77ON OF EXISTING UTILITY LOCA 77ONS AND SHALL CONTACT THE ENGINEER OF RECORD IF THERE IS ANY MATERIAL DISCREPANCY. NOTE., WORK CONTAINED WHIN THESE PLANS SHALL 1 K&A 1012013 REIWSED LA TERAL "81 n & "BI — 1 - PROFILE. REMOVED LA TERAL TAg IT,O NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT ABl —BIF" PROFILE AND/OR A GRADING PERMIT HAS BEEN ISSUED. THE PRI VA TE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND D14 MWORIK ACCEPTABILITY OF THE DESIGN HEREON. IN THE SIRE DAYS BEFORE EVENT OF DISCREPANCIES ARISING AFTER COUNTY YOU DIG YOU DIG APPROVAL OR DURING CONSTRUCTION, THE PRI VA TE TOLL FREE DIAL 811 ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING MARK BY DATE A PUBLIC SERVICE BY AN ACCEPTABLE SOLUTION AND REVISING THE PLANS UNDERGROUND SERVICE ALERT FOR APPROVAL BY THE COUNTY. ENGINEER Drowing. R: 1254305�FOo'�StorroDm#?�SO revised May 20131085—SD-30160- 29.awq Layout: RXJ. D. Lost Saved: Wed Oct 30, 2013 — 8:03om, Last Plotted: Vied Oct M0, 20t3 — 8:03om B,v PatricuB REVISIONS SPECIAL NOTES * THE CONCRETE COATING ON THE INSIDE OF ALL REINFORCED CONCRETE PIPES MUST HE INCREASED TO PROVIDE A MINIMUM OF 1-1 /2" OVER THE REINFORCING WHEN THE DESIGN VELOCITIES EXCEED 20 FEET PER SECOND. THE CONCRETE DESIGN STRENGTH IN THESE REACHES SHALL BE f'c=5,000 psi FOR VELOCITIES EXCEEDING 20 FEET PER SECOND AND f'c=6,000 psi FOR VELOCITIES EXCEEDING 30 FEET PER SECOND. Y-1 3 O PR fitO�q� 9y z No. 55534 f * x�.12/31 /14 * 1 c�t�`P F cfi c 0Y _....__..__-.......__..___..........___.., 0 S B D R N ! ENGINEERING 357 N. SHERIDAN STREET SUITE 117 LAND PLANNING CORONA, CALIFORNIA 9288Q ■ }/ �l TEL, (9J' 7) 279-1800 Aw SURMING FAX (951) 279-43SQ Engineering,InC. BENCHMARK: 1.5 MILES NORTHWEST OF THE POST OFFICE IN ALBERHILL ALONG STATE 71, ON THE WLLOW BROOK RANCH WHICH IS OWED BY MR. L.P. GORDEN .iO FEET NORTHWEST OF THE CENTER OF THE DRIVEWAY, 26 FEET NORTHWEST OF THE CENTER OF THE HIGHWAY AND 1 FOOT WEST OF THE FENCE. A BRASS DISK FLUSH IN CONCRETE TAB ON N'LY SIDE OF TEMESCAL CANYON RD. f/— 1700 FEET N KY OF EAST 1/4 CORNER SECTION 17 T5S R5W' DATED: 1929 ELEVAT]ON: 1182,819 IRA Me MAC APPR. DA TE PREPARED B Y. R. C. E. NO. € � 55534 °- DA TE _ � -i 's FOR. SCALE- AS SHOW COUNTY TRACT MW STORM D"N fW, MTER,4 - 8 87-I 8 83 W 4. COUN TY FILE NO 2 8 a 1+00 1+10 1+20 1+30 1+40 1+50 00 �o cn II r 1 +00 1 +10 1 +20 v� rn r 0 m U�-- PROPOSED SURFA E to r 36' RCP = STORN DRAIN N a 00RCP r U H (n 1444.1 W. S. E 100 YR H G7 L ' .- '' LLJ � > 15:79 _ - ci Z r • G` .- Q � �i• r . - V) • z 1426.00 .- ou -' JT 1363.12 00 HYDRAULIC z Inn = 3.4 C s co efs 100 — LLJ o in max= 19.4 fps • z max= w r ''� o Z I- r N (Al SEE PLAN SHEET 22A LAT 7 HGL a co ro Sri 00 o © o �- o ao + r 0° �(A 1+00 1+10 1+20 1+30 II �z ug r � r m UH W. S. E 100 YR 1386.9 1385 ' 00 > 0• -- _ ,- rn S - r 60 / a 00 R cn 1 .- 1368.01 .- ' 100 = C s 04 vs ' max--.,: ps r m . z *SEE PLAN SHEET 21 A LAT 135 o NAINTAINED BY RCTD HGL 0i co Wro o + vjjr r m O r Qw LO Q PROFILE SCALE cn II HORZ: 1" = 5' VERT: 1" = 5' CONNECTOR PIPE PROFILES SPECIAL NOTES * THE CONCRETE COATING ON THE INSIDE OF ALL REINFORCED CONCRETE PIPES MUST BE INCREASED TO PROVIDE A MINIMUM OF 1-1/2" OVER THE REINFORCING WHEN THE DESIGN VELOCITIES EXCEED 20 FEET PER SECOND. THE CONCRETE DESIGN STRENGTH IN THESE REACHES SHALL BE f'c=5,000 psi FOR VELOCITIES EXCEEDING 20 FEET PER SECOND AND f'c=6,000 psi FOR VELOCITIES EXCEEDING 30 FEET PER SECOND. Drawing; R; �254305�Fhcl�StormDroin�30760�085—SD-30760-30,dwg Layout R.C.LD, Last Saved: Mon Feb 03, 2025 — 9,26cm Last Plotted: Mon Feb 03, 2025 — 9,44cm By. josiah,gcmicc rn c0 m DO O I� + PROPOSED SURFA E � r PROPOSED SURFACE ---I O N �� 36 RCP 36 RCP II STOR DRAIN N � II STOR DRAIN � PROPOSED SURFACE II U H HGL 1425.1 W.S.E 10 YR GL HGL G -- Q • � cn oo> �— � _ co + oo � +o r - N r 100 — � r7 ❑❑ o — Q = 4.0 cf Qr max— m.. �r w + � Vmax= 20.1 fp � cnr + m 100— N- r Q- max— r � y V ' + m - � �Z N r Q J p) � (n Z O � r N Q 1 +00 1 +10 1 +20 1 +30 1 +00 1 +10 1 +20 1 +00 1 +10 1 +20 1 +30 - r 0 o O � + o = �r � 'n o Q � c0 + N � _ • r PROPOSED SUR ACE � �Q Q � 24 RCP PROPOSED SURFA E U �cn 24' RCP � r cn 24 RCP N STOR DRAIN STOR DRAIN PROPOSED SURFAC STOR DRAIN II U H (n U H (n HGL 17 HGL = HGL 70 _ RCW8 - _�-- • z P m N > P .- � �0• o 00 - �n ;- • z r r r r N Vi r Q� O r Q � (n r N � � r w �a- - 00 � m Ul Z_ � w .Z �>ao r 100= C s �' _ p � z N — + r� max= ps r � w ONm p � w 100 = c s r r o + • � � — max= s co Q "�~ o � SEE PLAN SHEET 2 A LAT B13 p+ 1 p= c s r MAINTAINED Y RCTD N o r m x= Ee esss 1426./9 1411.99 eft 22+51-12 IN LU SEE PI AN SHEET 23A ( I AT 139 06 En cn LU 1440 143 1430 4.9 0 1 d QID e 2 o In O ti a O y CONNECTOR PIPE PROFILES SPECIAL NOTES IN PREPARING THESE PLANS, K&A ENGINEERING, INC DID A THOROUGH SEARCH FOR * THE CONCRETE COATING ON THE INSIDE OF ALL REINFORCED CONCRETE PIPES MUST BE ALL EXIS77NG PLANS AND COMPILED A FIELD SURVEY OF ALL ABOVE GROUND APPURTENANCES K&A ENGINEERING, INC, PROVIDES NO WARRANTY AND ACCEPTS' NO INCREASED TO PROVIDE A MINIMUM OF 1-1/2" OVER THE REINFORCING WHEN THE DESIGN RESPONSIBILITY AS TO THE ACTUAL LOCATION OF ANY UNDERGROUND OR ABOVE VELOCITIES EXCEED 20 FEET PER SECOND. THE CONCRETE DESIGN STRENGTH IN THESE GROUND UTILITY EITHER INSTALLED BEFORE OR AFTER THE DATE OF THE REACHES SHALL BE f'c=5,000 psi FOR VELOCITIES EXCEEDING 20 FEET PER SECOND AND PREPARA77ON OF THESE PLANS CONTRACTOR TO CONTACT UNDERGROUND SERVICE ALERT 0 1-800-227-2600 TO VERIFY LOCATION OF EXISTING UTILITY LOCATIONS AND f'c=6,000 psi FOR VELOCITIES EXCEEDING 30 FEET PER SECOND. SHALL CONTACT THE ENGINEER OF RECORD IF THERE IS ANY MATERIAL DISCREPANCY. i8 O 0 NOTE WORK CONTAINED WITHIN THESE PLANS WAU K&A 0212025 SHEET REPLACED DUE TO SUBSTANTIAL CHANGES BEc 3/19/25 BENCHMARK.' TRACT.30760.1 /P# 050193 SHEET NO. O NOT CAMMENCE UN77L AN ENCROACHMENT PERMIT 0 S B 0 R N ENGNEER/NC 357 N. SHERIDAN STREET 1.5 ,ems KROINST C F BE POr MWW Nv AB13M 7X4CT 30760.2 /P# 060006 o v AND OR A GRADING PERMIT HAS BEEN ISSUED. ROFESS/0 SUI7E 117 AL= STATE 71, av THE KLOW OR= RANW WMQN Q w o THE PRI VA TE ENGINEER SIGNING THESE PLANS IS ��5 N' y O��Fy o LAND PLANN/NC CORONA, CALIFORNIA 92880 R15 °� RE Y. 26 � � r w •�76a3 /P# 060007 37 � � o � PER TRACT MAP 30760 2 Z RESPONSIBLE FOR ASSURING THE ACCURACY AND 4� 90 z TEL. (951) 279-1800 BE COW OF BE MMMY AND 1 FWT WEST CF BE ti W DIAL 1W0 MrORIWIC ACCEPTABILITY OF THE DESIGN HEREON. IN THE No. 65931 m SURVMNC FAX (951) 279-4380 A BRASS DlISMC fzu�rl AN m TAB cw NYY COUNTY Of RNERS�E e m WE C F m E= rwrav RD. +/- 17M �T NIKY TRACT 3W STORM DV /' M •3� ;i1 SORE DAYS IM EVENT OF DISCREPANCIES ARISING AFTER COUNTY * * Engineering, Inc. QF EAST 1/4 G�pPN�1? SE�CIM 17 75S R519 ur�� " � Q� o YOU DIC APPROVAL OR DURING CONS 7RUC 77ON, 774E PRI VA 7E sr c►vl� ' �+4 OF SH o TOLL FREE DIAL 811 ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING qTf �� DAM IMI aEVARM 1=819 A PUBLIC SERVICE BY AN ACCEPTABLE SOLU170N AND REVISING 17�E PLANS BY DALE APPR. DALE cFCA��F PREPARED BY.• - - R.C.E. N0. 65931 FOR.- W.O. COUNTY UNDERGROUND SERVICE ALERT FOR APPROVAL BY 774E COUNTY. ENGINEER REVIEWS CONN ' DA TE 2/12/25 SCALE.' AS SHOWN f1LE N0. 9� A fps Drawing: R: �254305�Fihal�StormDrain�30760�085—SD-3D760-31.dwg Layout: RCTD. Last Saved: Mon Feb 03, 2025 — 9:26am Last Plotted: Mon Feb 03, 2025 — 9.44am By. Losiah.garmca 0 LO 1+00 1+10 1+20 1+30 1+40 1+50 1+60 1+70 1+80 T. S. N o. 3 II STOR DRAIN cl PROPOSED SURFACE 1443.1 W.S. 100 YR E3" RCP INI ET 1434.55 INV 0•1_ — -- CLA -�" _�- 00 'Z9,92' — 18" RCP CLASS IV S=0.04 ' —•--•- _ _ r ~ r -• in vi 0 �z 14 co LN Q HYDRAULICDATA + co �� cn Q = 4.2 cfs _ N Q ro Vmax= 15.4 fps r + in V) , Wyni?Aj ii IC DATA cn z J 100 — max- 4. 1+00 1+10 1+20 1+30 1+40 to 1100 PO ROPOSED SURFACE � 18' RCP STORN DRAIN in1445 c� HGL W8 a„ RCP CL SS 'v S_0•l�3 143455 _ 39_ a� 0 O > cn in �6 — Q — 3.6 cfs LO Vmax-": 14. fP s N 0)— Z Q+je-6.65 CM LO .> O Z r r Q (n II r LO PROFILE SCALE HORZ: 1" = 5' VERT: 1" = 5' CONNECTOR PIPE PROFILES SPECIAL NOTES * THE CONCRETE COATING ON THE INSIDE OF ALL REINFORCED CONCRETE PIPES MUST BE INCREASED TO PROVIDE A MINIMUM OF 1-1/2" OVER THE REINFORCING WHEN THE DESIGN VELOCITIES EXCEED 20 FEET PER SECOND. THE CONCRETE DESIGN STRENGTH IN THESE REACHES SHALL BE f'c=5,000 psi FOR VELOCITIES EXCEEDING 20 FEET PER SECOND AND f'c=6,000 psi FOR VELOCITIES EXCEEDING 30 FEET PER SECOND. Drawing; R; �254305�Fhcl�StormDroin�30760�085—SD-30760-32,dwg Layout R.C.LD, Last Saved: Mon Feb 03, 2025 — 9,28cm Last Plotted: Mon Feb 03, 2025 — 9,44cm By. josiah,gcmicc IN PREPARING THESE PLANS, K&A ENGINEERING, INC DID A THOROUGH SEARCH FOR ALL EXISTING PLANS AND COMPILED A FIELD SURVEY OF ALL ABOVE GROUND APPURTENANCES K&A ENGINEERING, INC, PROVIDES NO WARRANTY AND ACCEPTS NO RESPONSIBILITY AS TO THE ACTUAL LOCATION OF ANY UNDERGROUND OR ABOVE GROUND U77L1 TY El7HER INSTALLED BEFORE OR AFTER THE DA TE OF THE PREPARA 77ON OF THESE PLANS CONTRACTOR TO CONTACT UNDERGROUND SERVICE ALERT 0 1-800-227-2600 TO VERIFY L OCA 77ON OF EXISTING U 77L1 TY LOCA 77ONS AND SHALL CONTACT THE ENGINEER OF RECORD IF ]HERE IS ANY MA TERIAL DISCREPANCY. NOTE.- WORK CONTAINED WITHIN THESE PLANS SHALL Rc) NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. THE PRI VA TE ENGINEER SIGNING THESE PLANS IS vwV,AAA& ,%AAAnnvwn RESPONSIBLE FOR ASSURING THE ACCURACY AND TWO WOWC ACCEPTABILITY OF THE DESIGN HEREON. IN THE DAYS MW EVENT OF 015CREPANCIES ARISING AFTER COUNTY YOU DIG I APPROVAL OR DURING CONSTRUCTION, THE PRI VA TE DIAL $11 ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING K&A 1 1012013 IREVISED INDEX MAP. ' "L-'- ` "` - A :LEANGINEER Y DATEPUBLIC SERVICE BY AN ACCEPTABLE SOLUTION AND REVISING Tr'E PLANSUNDERGROUND SERVICE ALERT FOR APPROVAL BY THE COUNTY. Dro�sing: fZ �254305�Flnal�StormDTain�SlJ revised Moy 2075�085--S17-50760-3'3.dwa Layout: S.C'.T.D. Ljst Sbved: Fri Oci 25, 2013 — 1_vQpm last Flatted: Wed Oct JO, 207. - 8.05am 8�- PcuirkB -&-/3 Lssro/v v � No. 55534 Exp.12/ 31/14 APPR. DATE �TEor CA'0F�� REVISIONS COUNTY 0 S B 0 R N ENGINEERING 357 N. SHERIDAN STREET SUITE 117 LAND PLANNING CORONA, CALIFORNIA 92880 TEL, (957) 279-1800 5UR MING FAX (951) 279-4380 Engineering, Inc. PREPARED 8 K R. C. E. NO. 55534 DATE SQ13Q17-013 BENCHMARK.- 1.5 MILES NORTHWEST OF THE POST OFFICE IN ALBERHILL ALONG STA 7E 71, ON THE WILLOW BROOK RANCH WHICH IS OWNED BY MR. L.P. GORDEN 30 FEET NORTHWEST OF 7HE CENTER OF 7HE DRIVEWAY, .26 FEE NORTHWEST OF IHE CENTER OFF THE HIGHWAY AND 1 FOOT WEST OF THE FENCE A BRASS DISK FLUSH IN CONCRETE TAB ON N'LY SIDE OF 7EMESCAL CANYON RD, f/— 1700 FEET N'WLY OF EAST 1/4 CORNER SEC77ON 17 T5S R5W. DA70: 1929 ELEVA770N: 7162.819 SCALE- I, ® 100' CATCH BASIN -- O STORM DRAIN PIPE WITH MANHOLE -- TRACT BOUNDARY - - - - - EXIST. STORM DRAIN N 100' 0 100' IIIII SCALE:1 "=100' Drawing: R. 12543O5 Final�Storm.Droin�50 revised May 201,5W55 SO- 30760—J4.dwg Layout: .R.G. LD. Lost Seveo. 7ue Oci 29, 1013 -- is i`7pm Last Plotted: Wea Oci 30 20L3 — 8. 05um dy PoiriCO 11 +00 12+00 13+00 14+00 15+00 MM I NOTE: CONTRACTOR SHALL PROTECT IN PLACE ALL UTILITIES CROSSING OR PARALLELING THE STORM DRAIN UNLESS OTHERWISE NOTFn ��■:� � ::mires_ _ ��«,�'��i��■►�� 1240 1240 �� ■�� 1■\��J!!�i�9l��■■ram �� _��%�/��1 1230 1230 ��w�l�r��l�� 1 ■ %��\�lli�,,:�.11!!■�■7.IL'J.�� ESQ �� ■ i i��■�� _�_�__�_�_�±�! �'=�� it l\�� .. = • �� mom mallllw �� ■t7�t�� • � C1�'II �JI�■�■■�� . . !■1■MI R=1 S■�1■�� C��:iri'+a �� r�� ■IIi�lYlf IIIYI�iilii■li■lii��PROFILE SCALE LINE "C" -SEE BELOW RIGHT z -� U� 1 5 I Q I �i i --- m I I OQ W d- _ I I I wzal Cuj I O LL �Qol o m l cn o z �i 11 55.4 PRC Q Q v a . <4 20 ' I D O cm I I c i V- I - a l l I 7�; I _ a a a o i I FOR PLAN AND PROFILE 5� SEE DE PALMA PLAN SHEET 6A LINE FOR PROFILE SEE SHEET 37A \ 1 LAT C2 R/W 1 1 1 — 3A N17'25'10"E R/W— C. B. #47 9 (W=21' H=3.46') c 33+24.4�� STA FOR PROFILE SEE SHEET 37A, 1 LAT C3 I It SEE SHEET 40 PLAN VIEW I I FOR BASIN PLAN \\ & DETAILS \ 20' 0 20' I 1I N \ LINE C -SEE ABOVE LEFT O 0 NOTE *VRK CONTAINED WITHIN THESE PLANS SHALL K&A 1012013 REVISED LINE 'C' ALIGNMENT. = O NOT G'AMkET UNTIL AN ENCROACHMENT PERMIT 2 K&A 0212025 SHEET REPLACED DUE TO SUBSTANTIAL CHANGES o w AND/OR A GRADING PERMIT HAS BEEN ISSUED. 0 7HE PRI VA TE ENGINEER SIGNING 7HESE PLANS IS w RESPONSIBLE FOR ASSURING 7HE ACCURACY AND pp TYPO WOOK I ACCEPTABILITY OF 7HE DESIGN HEREON. IN 7HE 19ORE DAYS WN EVENT OF DISCREPANCIES ARISING AF7ER COUNTY p YOU DIC YOU DE APPROVAL OR DURING CONS 7RUC 77ON, 7HE PRI VA TE TOLL FREE DIAL 811 ENGINEER SHALL BE RESPONSIBLE FOR DE7ERM/N/NG MARK BY DATE A PUBLIC SERVICE BY AN ACCEPTABLE SOLU77ON AND REVISING THE PLANS firwsxyg UNDERGROUND SERVICE ALERT FOR APPROVAL BY 7HE COUNTY. BohEDP y i� 0j 1 c- 1 LA T C5 FOR PLAN AND PROFILE SEE SHEET 36A rl 0 0 n 3 3 v(5� 11 la 9 co II o cn r-- 41 FOR PROFILE O' N—+ SEE SHEET 38A °v�. + v (n LAT C6 1 �, + I I � rn —R /W R/W ? CAMINO BOYD 56' ml ml 10' 18' 1 18' 10' STORM DRAIN ' 6' W12• W12• 24" R.C.P. 9RCW8 • S8 SECTION AT STA 14+50 TYPICAL FROM STA 11+36.90 TO STA 15+00 10' 0 10' F-1NFORMATI- - -ON NOTE ALL X—SECTIONS TAKEN LOOKING DOWN STREAM LINE AND CURVE DATA NO. DELTA RADIUS LENGTH TANGENT 1 N 85'08'14" E 36.61' 2 N 70'08'26" E 19.65' 3 N 07'28'59" E 7.71' n5> N32'54'46" E 34.47' N 57'12'45" E 18.06' A 9'13'13" 1006.00' 161.89' 81.12' B 80'47'26" 22.50' 31.73' 19.15' '42'39" 766.00'+L119-58' 143.20' 71.81' EL D ��47'18'21" 22.50 9.85' R/W N OTES 1 CONST. 18" R.C.P. (D LOAD PER PROFILE) 2 CONST. 24" R.C.P. (D LOAD PER PROFILE) 4 CONST. 36" R.C.P. (D LOAD PER PROFILE) 5 CONST. 30" R.C.P. (D LOAD PER PROFILE) 9 CONST. CATCH BASIN NO. 1 PER RCTD STD. DWG. 300; W AND H PER PLAN AND PROFILE; LOCAL DEPRESSION PER STREET IMP. PLAN. 10 CONST. CONCRETE DROP INLET PER RCFC STD. DWG. C13110 11 CONST. JUNCTION STRUCTURE NO. 2 PER RCFC STD. DWG. JS 227 A) 55'00'00", B=18", C=4.40', D=30", E=2.73', F=1.34', G=1.27' B) 55'00'00", 13=18", C=4.43', D=30", E=2.75', F=1.41', G=1.21' C) 45'00'00", 13=18", C=5.18', D=30", E=3.18', F=0.49', G=0.48' D) 46'23'03", 13=18", C=4.27', D=24", E=3.11', F=0.35', G=0.54' E) 44'10'02", 13=18", C=4.42', D=24", E=3.22', F=0.53', G=0.45' 16 CONST. TRANSITION STRUCTURE NO. 3 PER RCFC STD. DWG. TS 303 A) 51 48 23 , B=18 , C=3.89 , D1=30 , D2=24 20 CONST. HEADWALL PER CALTRANS STD. DWG. D89 \ — Q / _ PER TR 30760 R.G.P. I I / �� cn FOR PROFILE o — Z ' _ �l _ r, SEE SHEET 38A (AM Ln 5 I m yj LAT C;/ 1 FOR PLAN I v �I 0 SEE SHEET 36A O ? I AND PROFILE SEE SHEET 37A I Q FOR PLAN 9 1 LAT C4-1 V AND PROFILE SEE SHEET 36A C LAT C4KD LINE "C" STA 11 + 36.9 0 - 15+ 00 IN PREPARING THESE PLANS, K&A ENGINEERING, INC DID A THOROUGH SEARCH FOR ALL EXIS71NG PLANS AND COMPILED A FIELD SURVEY OF ALL ABOVE GROUND APPURTENANCES K&A ENGINEERING, INC, PROVIDES NO WARRANTY AND ACCEPTS NO RESPONSIBILITY AS TO THE ACTUAL LOCA77ON OF ANY UNDERGROUND OR ABOVE GROUND U77LITY EITHER INSTALLED BEFORE OR AFTER THE DATE OF THE PREPARATION OF THESE PLANS. CONTRACTOR TO CONTACT UNDERGROUND SERVICE ALERT 0 1-800-227-2600 TO VERIFY LOCATION OF EXISTING UTILITY LOCATIONS AND SHALL CONTACT THE ENGINEER OF RECORD IF THERE IS ANY MATERIAL DISCREPANCY_ BENCHMARK- TRACT 3076a1 BEc 1 3/19/25 0 S B 0 R N ENGINEERING 357 N. SHERIDAN STREET 1.5 w>ILEs NWnrWT CIF A#E POST OFMCE AV ALEDIM TRACT 3076a.7 111111111111111 OFESS/0 SUI TE 117 ALave STALE 71. av NE KLOW AWW ROM 11(m ti oa�Fy� o LAND PLANNING CORONA CALIFORNIA 92880 a o� er F c.P coca N X 26 FEET NWnrAW w TRACT 3076a3 � � n,tE aovmP aF n,tE ala►�r. �+s FEET NaRn1lr�Sr aF 4� -moo z TEL. (951) 279-1800 BE GE1v1WR OF BE 1NMMY AM 1 FWT WT CIF BE W No. 65931 m SURVEYING FAX (951) 279-4380 FENCE A MASSarsr RIM NaaMa�aE1E TAB av Ntr Ir m SIVE QF MES1M C+WYN An t/- 17M FEET WKY * * Engineering, Inc. aF EAST 1/4 GWff =l= 17 15S R51L `r�qT cIVIL �� W Dt 1929 aEVAIM 1 UIR APPR. I DATE F)F cPREPARED BY.' R. C.E. NU. 65931 FOR.' COUNTY DATE 2/12/25 SCALE.• 1' = 20' PER TRACT MAP 30760 COUNTY OF RNERSDE TRACT 3M STORM MM MM UAE V STA 11*J%910 TO STA 15 W Iff 050193 m Drawing; R; �254305� iincl�StormDrcin�30760�085-5D-30760-34,dwg Layout R.C.LD, Last Saved: Mon Feb 03, 2025 — 9,29cm Last Plotted: Mon Feb 03, 2025 — 9,45cm By. josiah,gcmicc Uruwing: K., �1mL7ll�)tormGrain4SU revised May 2U73l,Uti3 SU-3U/60-3�.dvg Layout: H..U..'.U, Last Saved: Pn Oct 21, 20IJ .- 5,J4pm =act Plot.ed: Wed Oct 30, 20IJ — 8:08om Hy. PotrickB 1 +00 10+00 11 +00 12+00 NOTE: CONTRACTOR SHALL PROTECT IN PLACE ALL UTILITIES CROSSING OR PARALLELING THE STORM DRAIN UNLESS OTHERWISE NOTED. N 10 Elm -II �p U 1240 > 0 1240 N p h7 w + N + N T 1230 GL HGL 16 1230 EXISTING SU FACE @ 16 TT-0 M D AI N A e, q g • ir- vi .00 0 5. 01 0 r) 1 122 .7 - -1226. U N U 1220 Ld z 1220 z J C6 100 + 00 max p 100 cn co06 p n 100 c s + r� N p j p Vmax 1.7 fps r- co XQ + 4 p 56 27' F 18' RCP cn 35.92 LF 1 RC 1 5.0 ' LF 8" RCP CLASS IV 1210 p p CL ss I v 1210 MAI TAINED > BY RCT 00 — » ax— 4.6 fps PROFILE SCALE LA LA HORZ: 1" = 20' VERT: 1" = 5' FOR PLAN AND PROFILE SEE SHEET 34A cm N o �LO I 40 (i f- o //A r)/1A/—'I n LJ-1 n nr,'\ 18" STORM DRAIN —LA T "C4'� - CAMINO ROHN N_74'32'56" FOR PROFILE SEE SHEET 37A T O.S. 52- LAT "C4" N FOR PLAN AND PROFILE SEE SHEET 34A 1 LINE C PLAN VIEW zo° o zo° SCALE:1 "=20' CI WATER QUALITY SWALES PER RGRD PLANS 50 O \ ASTING PRIVATE CCESS EASEMENT ASEMENT /-% A j //A //1 P'1/1/ /A / on N74'32'56"W 00 w 1 18" STORM DRAIN n —LAT "C5" 00 + R/W p O.S. 56 IN PREPARING THESE PLANS, K&A ENGINEERING, INC DID A THOROUGH SEARCH FOR ALL EXIS77NG PLANS AND COMPILED A FIELD SURVEY OF ALL ABOVE GROUND APPURTENANCES K&A ENGINEERING, INC, PROVIDES NO WARRANTY AND ACCEPT' NO RESPONSIBILITY AS TO THE ACTUAL LOCA77ON OF ANY UNDERGROUND OR ABOVE GROUND U77LI TY EITHER INSTALLED BEFORE OR AFTER THE DA TE OF THE 2 a PREPARATION OF THESE PLANS CONTRACTOR TO CONTACT UNDERGROUND SERVICE ALERT 0 1-800-227-2600 TO VERIFY LOCA77ON OF EXIS77NG U77LITY LOCATIONS AND SHALL CONTACT THE ENGINEER OF RECORD IF THERE IS ANY MATERIAL DISCREPANCY. i8 o = w � w pp 0JOT 0 DIAL TYPO WORM SORE DAYS WN NOTE.• WgRK CANTA/NED WITH/N THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. K&A 10/2013 REVISED LA 1FRAL "C5" ALIGNMENT. 2 K&A 0212025 SHEET REPLACED DUE TO SUBSTAN77AL CHANGES BEc 3/19/25 7HE PRI VA 7E ENGINEER SIGNING 7HESE PLANS IS RESPONSIBLE FOR ASSURING 7HE ACCURACY AND ACCEPTABILITY OF 7HE DESIGN HEREON. IN 7HE EVENT OF DISCREPANCIES ARISING AF7ER COUNTY p YOU DIC YOU DIG TOLL FREE DIAL 811 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT APPROVAL OR DURING CONS 7RUC 770N, 7HE PRI VA 7E ENGINEER SHALL BE RESPONSIBLE FOR DE7ERM/N/NG AN ACCEPTABLE SOLU77ON AND REVISING THE PLANS FOR APPROVAL BY 7HE COUNTY. MARK BY DATE firwsxyg APPR. DATE ETVA►NEDP C"TY FOR PROFILE SEE SHEET 37A LAT "C5" FOR PROFILE F EE SHEET 38A TRACT BOUNDARY � 1 30.29 EC 1 NTAL BLOCK I I N G WALL r 0 S B 0 R N ENGINEERING 357 N. SHERIDAN STREET SUI7E 117 o LAND PLANNING CORONA, CALIFORNIA 92880 7EL. (951) 279-1800 SURVEYING FAX (951) 279-4380 Engineering, Inc. r/TLrf1/TLU Q /: - '-- - - � IT. V.L. IYV. OJ'J/ - DATE 2/12/25 R/W ? CAMINO ROHN 56' 10' 18' I 18' 10' (� STORM DRAIN 6' ?0 W8• C S8• SECTION AT STA 11 +00 LAT C5 r M�m . . M mmiiiiiii �"� F-1NFORMATION NOTE ALL X—SECTIONS TAKEN LOOKING DOWN STREAM LINE AND CURVE DATA NO. DELTA RADIUS LENGTH TANGENT 1 N61'49'44"E 62.00' 2 N88'10'16"E 2.89' 3 N29'29'36"E 5.66' 4 N29'29'11 "W 0.74' 5 N74'32'56"W 111.58' 6 NO2'33'00"E 10.16' 7 N75'27'04"E 7.18' 8 N37'57'04"E 11.04' 9 N44'32'56"W 25.33' A 58'40'40" 22.50' 23.04' 12.65' B 45'03'45" 22.50' 17.69' 9.33' C 77'05'56" 22.50' 30.28' 17.93' IDI 37'30'00" 1 22.50' 1 14.73' 7.64' A I r% T r f1% R/W OCONST. 18" R.C.P. (D LOAD PER PROFILE) OCONST. CATCH BASIN NO. 1 PER RCTD STD. DWG. 300; W AND H PER PLAN AND PROFILE; LOCAL DEPRESSION PER STREET IMP. PLAN. 10 CONST. CONCRETE DROP INLET PER RCFC STD. DWG. CB110 16 CONST. TRANSITION STRUCTURE NO. 3 PER RCFC STD. DWG. NO. TS 303 TOP) A=45'00'00", 13=18", C=3.72', D1=18", D2=18" BTM) A=45'00'00", 13=18", C=3.72', D1=18", D2=18" A) A=30'00'00", 13=18", C=5.04', D1=18", D2=18" BENCHMARK- TRACT 30760-1 1.5 Ms X R1NWT aF BE P W OMW Nv A[SIMU TRACT 30760-2 a mo ear W. Lp. x T X R� TRACT 307603 f GE1v1E1P aF HERMNX ZrB fE>T NgR1HNEST OF RE GE1VlE1P QF RE fNY ANT)' AND 1 f1a0T NEST QF V E MW A BRASS aW RNM NV CaWMW TAB aV NY)' s aF n cAc cANnw +/- naa FEET N'a aF EAST 114 GW1E1R SE+cnrN 17 15SS R519 DAM I= aEVARM 118ZBf8 FOR. SCALE. 1. = 20' PER TRACT MAP 30760 COUNTY OF RNERSDE l RACT 3W STOW DM MM LAT AW, AW IP# 050193 360F42.y Drawing; R; �254305�Fhal�StormDroin�30760�085—SD-30760-36,dwg Layout R.C.LD, Last Saved: Mon Feb 03, 2025 — 9,Jlom Last Plotted, Mon Feb 03, 2025 — 9.46am By. Losiah.gormca Drawing: R: �254305� inal�Stor ,Orair,�SD revised May 201,3'1085 SD 30760-37dwg Layout: ,RC.TD. Last Saved Fue Oct 29, 201.3 8.21,"am Last Platted Y'/ed Oct 3g', 2C13 - 8, 14orrm By� PotrickL + 0 0 1 +1+20 00 Q F- U rn I = . ►� ow w 00 Q SURFACE + cn -- HGL U V) v):m m - --- -- -- - -- -- 15.17 - S= 0. 0152 00 loon 00 •z 0 00 + + H rUco N Q V) Z J HYMN XULLIC DATA _ .6 cfs .4 fps 1+00 1+10 1+20 1+30 1+00 1+10 1+20 0 1 +00 1 +10 1 +20 1 +30 °' o co �r ff RCP r STORI)IDRAIN r r Q r-) r� m U r V) 1235 = T II . PROPOSED SURFACE co N U H V) r NF HGL HGL U co HGL 1229.9 W S. E 100-YR 1227.9 NZ IV S= W. S. E 1 oo YR 1891RCP " RG _ . w cn > 16- rn z ro O O U > •Z m — r LN — N rn awlO N + Q N Q N r L0 Z Z •Z 4Z I� (nr r 1220 p > Z r T h7 O CO r O 00 r p � r r Q Q) V7 N N 'A pro= r QN LO Q 117- 100=om cs --HYDRAULIC DA T rw r N r N Vmax= 9.5 fps o r inn = 0.4 cfs cmQ W N oo r V =0.2fps H V) Z (n r C7 ~ O (A MAINTAINED- SEE PLAN SHEET 36A LAT G5-2 Qjon = 0.6 cfs Vmax= 0.4fs _7+09 STA • c� 2 o PROFILE SCALE v, ti HORZ: 1" = 5' VERT: 1" = 5' y Z SPECIAL NOTES IN PREPARING THESE PLANS, K&A ENGINEERING, INC DID A THOROUGH SEARCH FOR CONNECTOR PIPE PROFILES * THE CONCRETE COATING ON THE INSIDE OF ALL REINFORCED CONCRETE PIPES MUST BE ALL EXIS77NG PLANS AND COMPILED A FIELD SURVEY OF ALL ABOVE GROUND INCREASED TO PROVIDE A MINIMUM OF 1-1/2" OVER THE REINFORCING WHEN THE DESIGN APPURTENANCES K&A ENGINEERING, INC, PROVIDES NO WARRANTY AND ACCEPTS NO VELOCITIES EXCEED 20 FEET PER SECOND. THE CONCRETE DESIGN STRENGTH IN THESE RESPONSIBILITY AS TO THE ACTUAL LOCA77ON OF ANY UNDERGROUND OR ABOVE REACHES SHALL BE f'c=5 000 psi FOR VELOCITIES EXCEEDING 20 FEET PER SECOND AND GROUND UTILITY EITHER INSTALLED BEFORE OR AFTER THE DAIF OF THE PREPARATION OF THESE PLANS CONTRACTOR TO CONTACT UNDERGROUND SERVICE f c=6,000 psi FOR VELOCITIES EXCEEDING 30 FEET PER SECOND. ALERT 0 1-800-227-2600 TO VERIFY LOCA77ON OF EXIS77NG UTILITY LOCATIONS AND SHALL CONTACT THE ENGINEER OF RECORD IF THERE IS ANY MATERIAL DISCREPANCY. a IiDl o _ V w Z W0VYORI�C ANDAYS effORE YOU DIC DIG TOLL FREE DIAL 811 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT NOT. "K CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. K&A 1012013 REMOVED LATERAL 'Cl" PROFILE. REVISED LATERAL -C3"' PROFILE. QROFESSIO�y ��N ygo/F �o zw W No. 65931 m * * sr �� qTF �� of CA��F 0 S B 0 R N ENGNEER/NC 357 N. SHERIDAN STREET SUl7E 117 o LAND PLANNING CORONA, CALIFORNIA 92880 7EL. (951) 279-1800 SURVEY/NC FAX (951) 279-4380 Engineering, Inc. PREPARED BY.• R. C.E. NO. 65931 ' DA TE 2/12/25 BENCHMARK.' 1 s,�s Nr,ROMEST OF BE PasT MWW Nv �cm�rc ALa a STATE 71. av THE Nuow BROW RWH INM is NE� NEamm r 26�NWIHKW T O THE GnA B AS THE HAY AND 1 f0or TAB V n�EDIAL FENCE A BRASS air fLU9/ Nv aaMa�aE1E TAB av NtY SVE a' ME�1M CAN= RD. +/- 1700 FEET NIKY W EAST 1/4 SWMW 17 W RSIK DAIEDt 18Z9 ElEVAAaIk 11BZ8/8 TRACT.30760.1 /P# 050193 SHEET NO. Q 2 K&A 0212025 SHEET REPLACED DUE TO SUBSTAN77AL CHANGES BEc 3/19/25 �,q�,30760.1 /P# 060006 TkA�•�76a3 /P# 060007JmIPER THE PRIVATE ENGINEER SIGNING 7HESE PLANS lS RESPONSIBLE FOR ASSURING 7HE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONS7RUC770N, 7HE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DE7ERM/N/NG AN ACCEPTABLE SOLU77ON AND REVISING THE PLANS FOR APPROVAL BY 7HE COUNTY. TRACTMAP30760 COUNTY Of RIVERS�E �� LA S � � �1 & (�Z 37�41 �y p ` MAW BY DATE REVISms APPR. DATE FOR. W. 0. COUNTY nLE NO. 964 A SCALE.' AS SHOWN Bohm G�"TY Drawing; R; �254305�Fhal�StormDroin�30760�085—SD-30760-37,dwg Layout R.C.LD, Last Saved: Mon Feb 03, 2025 — 9,Jlom Last Plotted, Mon Feb 03, 2025 — 9.46am By. Losiah.gormca O r O p CO + � r� 00 N _ � r � r � II i 1229.1 W. S. E 100 YR H GL 1 33.9 W. S. E 100 YR 18' 1230.5 TOP U U o0 O) > � •Z r> �Z N— • Z_ Q O O U N� Q SS$r r c0 � � Q N Z — O) �N QN HN Ulr J + N r � r r Or 100— C S r max= Ps r � pry 100— • max — SEE PLAN SHEET 36A LAT 5-1 � MAINTAINED BY RCTD � � o O N 2"RCP = STOR DRAIN r U H (n 1 +00 1 10 1 +20 1 +30 � 1 +00 1 10 1 +20 1 +30 =°?N coN — W12 „ o, � Q � 1232.1 W. S. E 10 YR _ II • U H Ul U > c0 > � Z •Z W O r � 270.9 W. S. E 10o _ Z r r I`7 h7 ��//�� /Q VylJ v ' T �Q/� V / r - . - V W12 85 o r� ' 1 r _ 1 "RCP > oo � Q 6.4 Vmax= 6. cfs fps N 0 • � 0.0116 r � .-� • Z o Q oo . M h7 Z � r r co w rn > r co r � N + N Q o + 'z 100— N � 10 — . o �� o max— + cn r m x= T r � + r Q Q'� ��— � cn SEE PLAN SHEET 35 LAT C9 PROFILE SCALE MAINTAINED BY RCTD HORZ: 1" = 5' VERT: 1" = 5' CD Lu Cq YDRAULIC LN 0.2 %ji CLASS IV Lli i 23E) lk Iwnl IYDRAb STA O00 e 2 o cn y y CONNECTOR PIPE PROFILES IN PREPARING THESE PLANS, K&A ENGINEERING, INC DID A THOROUGH SEARCH FOR ALL EXIS77NG PLANS AND COMPILED A FIELD SURVEY OF ALL ABOVE GROUND APPURTENANCES K&A ENGINEERING, INC, PROVIDES NO WARRANTY AND ACCEPTS' NO RESPONSIBILITY AS TO THE ACTUAL LOCA77ON OF ANY UNDERGROUND OR ABOVE 2 GROUND U77LI TY EITHER INSTALLED BEFORE OR AFTER THE DA 7F OF THE a PREPARATION OF THESE PLANS CONTRACTOR TO CONTACT UNDERGROUND SERVICE ALERT 0 1-800-227-2600 TO VERIFY LOCA77ON OF EXISTING U77LITY LOCATIONS AND SHALL CONTACT THE ENGINEER OF RECORD IF THERE IS ANY MATERIAL DISCREPANCY. 0 NOTE.• WgRK CANTA/NED WITH/N THESE PLANS SHALL K&A 02/2025 HEFT REPLACED DUE TO SUBSTANTIAL CHANGES BEc 3/19/25 BENCHMARK.' TRACT.30760.1 /P# 050193 SHEET N0. _ NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT 0 S B 0 R N ENGNEER/NC 357 N. SHERIDAN STREET 1.5 ,�s Nr,ROMEST aF BE PW MWW Nv AB13m TRACT 30760.2 /P# 060006 o vD C7A AND/OAR A GRADING PERMIT HAS BEEN ISSUED. QROFESS/o SUI7E 117 AL= STATE 71. av THE Nuow AWW ROM W MQN Q 0 THE PRIVATE ENGINEER SIGNING 7HESE PLANS IS ��5 N' ygo�Fy o LAND PLANN/NG CORONA, CALIFORNIA 92880 is H°� HERMN Y. 26 �� TTRACT•�76a3 /P# 060007 8 PER TRACT MAP 30760 2 Ziml RESPONSIBLE FOR ASSURING 7HE ACCURACY AND �� o z w TWOWORM ACCEPTABILITY OF THE DESIGN HEREON. IN THE 7FL. (951) 279-1800 THE G�1v1ER AF 1hE HJc1r AND 1=or TAB V n�E e 00 DIAL oO effORE m SSE aF m cAL rwraN 1ao�. +/- 1700 �T N'rlcr COUNTY Of RIVERS�E co No. 65931 m � � SURVEY/NC FAX (951) 279-4380 FENCE A BRASS arsr fLU9/ Nv aaMa�aE1E TAB av NY)' q EVENT OF DISCREPANCIES ARISING AFTER COUNTY * * Engineering, Inc. QF EAST 114 GYP f SE�C1KN 17 15S R519 L�/w 0 p YOU DIC YOU DE APPROVAL OR DURING CONS TRUC770N, THE PRIVA 1F srq civ�� DAIEDt 18Z9 ElEVAALNk 11BZ8/8 L/+%E M - 04 Co a •� pF'¢Z$/il TOLL FREE DIAL 811 ENGINEER SHALL BE RESPONSIBLE FOR DE7FRM/N/NG TFOFCA��FO� A PUBLIC SERVICE BY AN ACCEPTABLE SOLU77ON AND REVISING THE PLANS M'W BY DALE APPR. DALE PREPARED BY.• R.C.E. NO. 65931 FOR. W.O. COUNTY ` REwsrows ' 2/12/25 SCALE.• AS SHOWN f1LE NO. 9� A UNDERGROUND SERVICE ALERT FOR APPROVAL BY 7HE COUNTY. BNA►hm COUNTY DATE Drawing; R; �254305�Fihal�StormDrain�30760�085—SD-30760-38.dwg Layout R.C.LD, Last Saved: Mon Feb 03, 2025 — 9:32am Last Plotted: Mon Feb 03, 2025 — 9:46am By.josiah,gamica LIL FOR PROFILE SEE SHEET 2 ® SEE SPLASH WALL DETAIL AT RIGHT © SEE WALL OPENNING DETAIL A T RIGHT Q SEE RIP -RAP PAD ENERGY DISSIPATER DETAIL AT RIGHT OVERFLOW TRASH RACK WQ TRASH RACK \ .SECTION C- C N.TS SECTION D--D WINGWALL ELEVA TIONS N. T.S. STEEL FLOW CONTROL CPLATE TYP. No. 4 A T 12" 0. C. EW ,cll mA C!-I�AT? rATF W1TN #3 0 24" O.C. z 8"X6"X16" CONC. BLOCKS, GROUT ALL o CELLS SOLID 2" OPENNING IMBED 2" AWN. INTO TOP OF SPLASH WALL B 2" WIDE WALL OPENNING N.TS NOTE.- WORK CONTAINED WITHIN THESE PLANS SHALL 1 K&A 10 2013 REMOVED LATERAL "C-BIF", "D2", & "Cl- I" PROFILE. ADDED Q NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT BASIN #1 PLAN & DETAIL SHEET AND/OR A GRADING PERMIT HAS BEEN ISSUED. THE PRI VA TE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND DiAI TM WOWC ACCEPTABILITY OF THE DESIGN HEREON, IN THE MORE DAYS BME EVENT OF DISCREPANCIES ARISING AFTER COUNTY YOii DIG YOU DIG APPROVAL OR DURING CONSTRUCTION, THE PRIVATE TOLL FREE DIAL 811 ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING MARK BY DATE A PUBLIC SERVICE BY AN ACCEPTABLE SOLUTION AND REVISING THE PLANS UNDERGROUND SERVICE ALERT FOR APPROVAL BY THE COUNTY. ENGINEER J,dar: 254.,G, rnpi'icfarmJrcm'SD raysed May 2G:3,118 SC 3,'76G }9-mv ,_ .'!1 �,', - u- S�3 -- a.�e..'. .�c ,� 2J. ),)'j - r?.,, as a 4 REVISIONS EXIST GRADE ?o- 10' OR AS NOTED ON PLAN z z g FACING RIP -RAP _ - - PIPE SIZE Z 'c y 4 PER S D PLANS o o 10' SEE RIP -RAP NOTES U.O.N. RIP -RAP PAD ENERGY DISSIPA TER N. T.S. 3A B WINGWALL - S.D. PIPE SIZE PER S.D. PLANS HEADWALL PER CAL TRANS STD. DWG. D89 -FACING ROCK MA TERIAL. SEE RIP -RAP NOTES. OVERFLOW TRASH RACK SD ALIGNMEN T Jr ' J WINGWALL PLAN LA YOU T MTS. 15.00, WING— WALL ORIFICE CONTROL PLATE W10x15 STEEL FLANGE FRAME (TYR) � „0 1 "C" BARS -- / 30 00' SECTION B-B WINGWALL ELEVA TIONS N. T.S. 11-1Y 13 BENCHMARK: TRACT R N p g B 0 R N ENGINEERING 357 N 1 N. � ERIDAN STREET 1.5 MILES NOR7HWEST OF THE POST OFFICE IN ALBERHILL 7.N. `T oFESSIO Q q ALONG STATE 71, ON THE WILLOW BROOK RANCH WHICH IS OWED BY MR. L.P. CORDEN 30 FEET NORTHWEST OF M4CT LAND PIAIVNING CORONA, CALIFORNIA 92880 THE CENTER OF THE DRIVEWAY, 26 FEET NORTHWEST OF y � TEL. (951) 279-1800 THE CENTER OF THE HIGHWAY AND i FOOT WEST OF THE FENCE A BRASS DISK FLUSH IN CONCRETE TAB ON N2Y � No. 55534 ' SURVEYING FAX (951) 279-4380 SIDE OF TEMESCAL CANYON RD. f/ 1700 FEET N'KY * Exp.12/31 /14 * Engineering, Inc. OF EAST 1/4 CORNER SECRON 17 T5S R5W. �T C I P DATED: 1929 ELEVA RON.1182.819 APPR. DA TE 9TFOF CAS �Fo� PREPARED BY- � . R. C. E. NO. � � 555J4 SCALE. FOR COUNTY DA TE 50' I SEE WO TRASH RACK NOTE NO. 5 ' "A" BARS v� —_ JJB" BARS I I N Q 2" CLR. 1214.1 •, 1.50, V113 SECTION A -A BAFFLE WALL N. TS 15.00' SWEET I 39 R PROFILE SHEET 37 FILE T 37 /77 CON5TR CTION NOTES O8 -- CONS CHAIN LINK FENCE W/ DRIVE GATE PER RCFC STD. DWG. M801 SCALE: 1 "=40. SEE SPLASH WALL DETAIL AT RIGHT � 0 40 80 120 B SEE WALL OPENNING DETAIL AT RIGHT VARIES 2' TO 4' w� ,Qo SEC 10N D-D WINGWALL ELEVA TIONS N. T S. ACCESS ROAD 2'A REINFOf CEMENT SCHEDULE .JL v f I Vr r v v N T S MAX V WALL THICKNESS "A" & "B" BARS "C" BARS 6' 9" No. 4 at 18 0. C. No. 4 of 18" 0. C. 10' 10 No.4 at 12" 0.0 DTO l4V 7L. IIL)1 f!\ vv1Y l/-1!l\L✓ Ill l!!i!♦ rl rL VL ! L/"IIIV Wf I .— NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. THE PRI VA TE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND DIAL TWOWOWK ACCEPTABILITY OF THE DESIGN HEREON. IN THE B m DAYS BERME EVENT OF DISCREPANCIES ARISING AFTER COUNTY YOU DIG YOU DIG APPROVAL OR DURING CONSTRUCTION, THE PRIVATE TOLL. FREE DIAL 811 ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING A PUBLIC SERVICE BY AN ACCEPTABLE SOLUTION AND REVISING THE PLANS UNDERGROUND SERVICE ALERT FOR APPROVAL BY THE COUNTY. 18" ASTM C33 SAND 1 " MIN. 6' PERFORA TED PIPE #3 @ 24" 0. C. 8"X6"Xl6" CONCC, BLOCKS, GROUT ALL CQI CELLS SOLID IMBED 2 " MIN. INTO FRESH CONCRETE 111�� 111 4a a q )! SPLASH WALL N. T. S 2" OPENNING r/'30 nr C r)l A c-u '"TALL q 2" WIDE WALL OPENNNG N. T.S. 3" MIN. 307-TOM OF BASIN = 1222.0 6' PERFORA TED PIPE SECTION A -A N_ T s 1 K&A 70120IJ ADDED BASIN 12 PLAN & DETAIL SHEET ( I!-llq-13 MARK BY DATE REVISIONS APPR. DATE ENGINEER COUNTY EXIST GRADE 3f. 00' SEE RIP -RAP NOTES PIPE SIZE PER S.D. PLANS o 0 10' U-O.N. C RIP -RAP PAD ENERGY DISSIPA TER N. T.S. SECTION B-19 WINGWALL ELEVA TIONS N. T. S. BENCH 10" ASSHTO NO. 57 GRAVEL (MIN.) 6' PERFORA TED PIPE - S. D. PIPE SIZE PER S.D. PLANS HEADWALL PER CAL TRANS STD. DWG. D89 4 CING ROCK MATERIAL. EE RIP -RAP NOTES '_E WALLS 2•� C a T B BENCHMARK: ............................ TRACT MW1 Eff FESSI �a a A 8 B 0 FIE N ENGINEERING 357 N. SHERIDAN STREET 1.5 MILES NORTHOEST OF THE POST OFFICE IN ALBERHILL ALONG STATE 71, ON THE WILLOW BROOK RANCH Y{fi-IICH ma3(i g "Am TW MM3 �P : 7 LAND PLANNING SUI TE � 7 CORONA, CALIFORNIA 92880 IS OWNED BY MR. L.P. GORDEN 30 FEET NORTHWEST OF R4CrW M760 ♦ THE CENTER OF THE DRIVEWAY, 26 FEET NORTHWEST OF `< z TEL(951) 279-1800 THE CENTER OF THE HIGHWAY AND 1 FOOT WEST OF THE �w Of fivamf No. 55534 � ' /- SURVEnNV FAX (951) 279-4380 FENCE. A BRASS DISK FLUSH IN CONCRETE TAB ON N'LY SIDE OF TEMESCAL CANYON RD. +/ t7OO FEET N'WLY ry� I �� Pb W * E xp.12/31 /14 * Engin eenn9, Inc. OF EAST 114 CORNER SECTION 17 T5S R5W BASIN #2 -- Sand Filter Basin OUTLET DETAILS sT9r CM, , ��\P Far CA��° DA 7ED: 1929 ELEVA 7101W 1182819 _ PREPARED B K '' C. E.R. NO. 55534 FOR. W. 0. COUNTY FILE NO. SCALE. 6" DATE t ®I OF 2SH Drawing: R: �2543051Fioal'�StormOroin�SO revised Vey 20731085-SD-30760-40dwa Loyeut: 524 -- PLJV -- SIT - 35337 -?7Ii� (ast Saved rue Oct 29, 2D13 - 3:38am Last Plotted: Aled Gcf 30. 20IJ - 8:20o1n BY L'atrici& lv A IQ ta� g 3 ACE Z. x Fj nn -4: � o how Drowi.,7g: R. LINE B-QlF 1227.48 BOT 22 F-i7l r .48 INV 1 6' SEE SHEET 37 SEE SHEET 26 SEE SHEET 26 SEE SHEET 38 22 PE P,SUPPORTS ACROSS � _HES N.T.S. SURFACE OVER PIPE 8" TRENCH WIDTH 8" -7 MIN. OPTIONAL CONSTRUCTION JOINT UNDISTURBED EARTH - . I — — . -- —1 — — I — — M I 14%�rl ur\ NOTE- WORK CONTAINED WI THIN THESE PLANS SHALL RTNOT COMMENCE UNTIL AN ENCROACHMENT PERMIT ANDIOR A GRADING PERMIT HAS BEEN ISSUED, THE PRI VA 7E ENGINEER SIGNING THESE PLANS IS A RESPONSIBLE FOR ASSURING THE ACCURACY AND 7W0WW.K ACCEPTABILITY OF THE DESIGN HEREON. IN THE DAYSAM EVENT OF DISCREPANCIES ARISING AFTER COUNTY YOU DIG APPROVAL OR DURING CONSTRUCTION, THE PRIVATE !EE DIAL 811 ENGINEEI? SHALL BE RESPONSIBLE FOR DETERMINING A PUBIC SERMCE BY AN ACCEPTABLE SOLUTION AND REMISING THE PLANS RGRO.L.06 SENCE ALERT FOR APPROVAL BY THE COUNTY ......... .... 3 CLR, #4 BARS TYP. PIPE ANCHOR 4 PIPE 'SLOPE (X)DISTANCE Y.- 1 (100) L (MAX) z DISTANCE (MAX) 100 12' 4' 67 14' 8 p 50 16 1 12 40 18' 18' 16 TO 331 20' 1 20 f *MAXIMUM VERTICAL SPACING NOT TO EXCEED 10' N: TES: 1. ALL REINFORCING STEEL SHALL BE #4 BARS 2. CONCRETE SHALL BE CLASS 500-C-2500 CONCRETE N.T.S. MARK BY DATE REVISIONS APPR. DATE - ----- ENGINEER .. ....... . I COUNTY 760-47,dwy LaYOUL R.C.T.0 Lost Saved: Fri )on 11, 2008 - 11:23am Lost Piotted,, Marc Llui 09, 2012 -- 1:27pm By: Oefmyli A RED 8 Y- - T�AIL�A.!L SECTION Al —Al FL -ow MIN; t3A:-&) DETAIL "A.2" zwl W'r_E! PL11-m "D ANCHOR BOLTS NOT SHOW AIM-K-4Cj "bwLuwl4rTmff FUMLV W"K34TMOM03W_ cwNrlault Quoirl" ins Rev, Im n-A Uff) mix 0,CTAIL Lw RIMS an ttm A a SP90 I Of 2 NOTES I. DfiAtNAGE NOT IC34 OF WELOCITY CO3KTROL PRECAS1 S.ECTl,6%A RA:Ati 3. PRE..CA$T ft,,CP VELOGITY CONTROL RINGS SMALL BE. MAKW., FACTUIRED I NFICATIOM 0-10-t 0 alLt. ic SIEC 207-2 OF THE S-TARDARD Sftt L r �x AtINFORCING S Ad ".0 COINS L 'CA i E3 DNA a SAW- AS 'r-KAl Of TIE'AWACENT RC rlhAr Am A.MTi:ONAt., CAS,"t MAY at" A6 bit'filM :DOES NOT HAVE fb 0b LOA-0 4, V,ALUIES D AMD H ARE SHOWIN ON THE PR,04ECT DRAW.WGS. ThEl VAt-UE 14 t"'RALL 9,E A muittlPLE OF 37.5 mm () 11 X 5. T114111E MINIMUM f"'altur DIAST ER, (0-2fl) SHALL ElE 9:00 i"mw 13fill, 6, fo,,M: 03.) PflWORCINO 5T,j lW0 To I :: BARS- mm 124) IwOONV WE I ENCINEERINC 357 N. SHERIDAN STREET SUI TE 117 LAND HANNING CORONA, CALIFORNIA 92880 TEL. (951) 279-1600 SURWING FAX (951) 279-4380 R. C. E. NO. TA - DATE at BENCHMARK.- 15 AfILES MORTH#EST OF THE POST OFFICE IN ALBERMLL ALONG STA 71, ON THE KLOW BROOK RANCH MICH. S OWED BY MIE R. L.P. GORDDV JO FEU NORIHKST OF Hl W CENT R OF WE DRI WWA Y, 26 FErT NOR WWS T OP- mi aw m? or mr HAwWAY AND i FOOT K7yT aF mr FENCE A BRASS DISK fLURI IN WNMETE TAB ON NlY 9DE OF MESCAL CANYON RD. +/- 1700 FEET WRY OF EAST 114 CORNER SEC7701V 17 W ff5W DATED: 19-V EEVA RON. 1182 819 SCALE- AS SVONN Drawing: R. �254505'SSD revised May 2015�,085-50-50760-42.dwg Loyoutt: R.CTD Las` Saved: Ned Ocf JO, 2015 — 8.25am Last Plotted: Ned Oct .i0, -"OIJ - k 25am 5,v Fotr�ckr