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964h_spp(2)NOTES: 1. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER OR CONTRACTOR TO APPLY TO THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT, PERMIT SECTION, FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN PUBLIC RIGHT OF WAY, DEDICATED AND ACCEPTED FOR PUBLIC USE; AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL REGULA7IONS DURING THE LIFE OF CONSTRUCTION AC77W77ES FOR THIS PROJECT. ADDI7IONAL STUDIES AND/OR PERMITS MAYBE REQUIRED. 2. 7HE CONTRACTOR SHALL BE RESPONSIBLE FOR 7HE CLEARING OF 7HE PROPOSED WORK AREA, AND RELOCA 7ION COSTS OF ALL EXISTING UT1LI TIES PERMITTEE MUST INFORM COUNTY OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION BY CALLING PHONE NUMBER (951) 955-6885. J. THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO COUNTY STANDARD NO. 816. 4. ALL WORK SHALL CONFORM TO 7HE REQUIREMENTS OF 7HE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT IMPROVEMENT STANDARDS AND SPECIFICATIONS, LATEST EDITION, COUNTY ORDINANCE NO. 461 AND SUBSEQUENT AMENDMENTS. 5. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO NOTIFY THE ENGINEER TO INSTALL STREET CENTERLINE MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE NO. 461. 6. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE PRIOR TO PAVING 7HE STREET, INCLUDING, BUT NOT LIMITED TO THE FOLLOWING.• SEWER, WA TER, ELECTRIC, GAS AND STORM DRAINS 7. CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND CONSTRUCTED ACCORDING TO COUNTY STANDARD NO. 206 AND/OR NO. 207, AS DIRECTED IN THE FIELD. 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR DEVELOPER TO INSTALL AND MAINTAIN ALL CONSTRUCTION, REGULATORY, GUIDE AND WARNING SIGNS Wl THIN THE PROJECT LIMITS AND ITS SURROUNDINGS TO PROVIDE SAFE PASSAGE FOR THE IRA VELING PUBLIC AND WORKERS UNTIL THE FINAL COMPLETION AND ACCEPTANCE OF 7HE PROJECT BY 7HE COUNTY. A TRAFFIC CONTROL PLAN MUST BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO OBTAINING AN ENCROACHMENT PERMIT. 9. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS SHALL BE TAKEN AFTER ROUGH GRADING TO DETERMINE 7HE EXACT STREET SECTION REQUIREMENTS. USE STANDARD NO. 401 /F EXPANSIVE SOILS ARE ENCOUNTERED 10. ASPHAL 7IC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING. FOG SEAL SHALL BE APPLIED A T A RA IE OF 0.05 GALLON PER SQUARE YARD. ASPHAL 7IC EMULSION SHALL CONFORM TO SEC LION 37, 39 AND 94 OF 7HE STATE STANDARD SPECIFICA TONS 11. INSTALL STREET 7REES (PLAN PLATANUS ACERIFOLIA "BLOODGOOD" LONDON PLANS 7REE) IN ACCORDANCE Wl7H ORDINANCE NO. 460 AND 499. 12. STREET LIGHTS SHALL BE INSTALLED IN ACCORDANCE WITH 7HE APPROVED STREET LIGH7ING PLAN. 13. AS DETERMINED BY THE 7RANSPORTA 7ION DIRECTOR, 7HE DEVELOPER IS RESPONSIBLE AS A MIN/MUM FOR ROAD IMPROVEMENTS TO CENTERLINE'AND MAY BE REQUIRED TO RECONSTRUCT EXISTING PAVEMENT, INCLUDING BASE, AND MA TCHING OVERLA Y REQUIRED TO MEET THE STRUCTURAL STANDARDS FOR THE CURRENT ASSIGNED TRAFFIC INDEX. 14. ONL Y LANDSCAPING CONSIS7ING OF GRASS AND PARKWA Y 7REES MA Y BE INSTALLED WITHIN PARKWAYS ON LOCAL RESIDENTIAL STREETS Wl7HOUT SEPARA IF LANDSCAPE PLANS ALL 07HER TYPES OF LANDSCAPING IN THESE AREAS, AND ALL LANDSCAPING ON ALL OTHER STREETS, SHALL REQUIRE SEPARATE LANDSCAPE PLANS ALL LANDSCAPING ENCROACHMENTS SHALL CONFORM TO RIVERSIDE COUNTY "STANDARDS RELATING TO THE ADM/NISIRA 7ION OF LANDSCAPE ENCROACHMENTS" DA TED JUNE 1990. 15. ANY PRI VA IF DRAINAGE FACILITIES SHOWN ON THESE PLANS ARE FOR INFORMA7ION ONLY. BY SIGNING THESE IMPROVEMENT PLANS, NO REVIEW OR APPROVAL OF THOSE PRIVATE FACIL177ES IS IMPLIED OR INTENDED BY THE RIVERSIDE COUNTY 7RANSPOR TA 77ON DEPARTMENT, 16. CONSTRUCTION PROJECTS TVA T DIS7URB MORE THAN ONE ACRE MUST OBTAIN A NA7IONAL POLLUTANT DISCHARGE ELIM/NA7ION SYSTEM (NPOES) PERMIT. OWNERS/DEVELOPERS ARE REQUIRED TO FILE A N07ICE OF INTENT (NOI) WITH THE STA 7E WATER RESOURCES CONTROL BOARD (SWRCB) AND PREPARE A STORM WATER POLLU7ION PREVEN7ION PLAN (SWPPP) AND MONITORING PLAN FOR THE SITE PRIOR TO ANY CONSTRUCTION, 7HE DEVELOPER/OWNER SHALL PROVIDE THAT COUNTY WITH A COPY OF 7HE N% WITH A VALID WDID NUMBER. 17, THE DEVELOPER SHALL BE RESPONSIBLE FOR THE INSTALLA 710N OF ADDI7IONAL SIGNS AND MARKINGS NOT INCLUDED IN THE SIGNING AND STRIPING PLAN WI THIN 7HE PROJECT AREAS, OR ON ROADWAYS ADJACENT TO THE PROJECT BOUNDARIES, UPON THE REQUEST OF 7HE DIRECTOR OF IRA NSPORTA7ON OR HIS DESIGNEE TO IMPROVE TRAFFIC SAFETY ON 7HE ROADS UNDER THE JURISDIC7ION OF THE DEVELOPER. PLAN SET NOTE• STREET IMPROVEMENT FOR TRACTS 30760-1, 2 & 3 ARE PER SEPARA 7E PLANS GRADING FOR TRACT 30760-1, 2 & 3 /S PER SEPARATE PLAN - BGR# 1800291 STREET IMPROVEMENT PLANS OWNER/ DEVELOPER TH TEMESCAL, LLC 3001 S BISHOP DR., SUITE 100 SAN RAMON, CA 94583 PHONE- (949) 999-9888 PROJECT MANAGER. • JOE MARTIN DE PALMA ROAD COUNTY OF RIVERSIDE MS 4064 (yRACTS 30760-1 2 & 3) SOILS ENGINEER LEIGHTON AND ASSOCIATES, INC. 41715 ENTERPRISE CIRCLE, SUITE 103 TEMECULA, CA 92590 PHONE-(951) 252-8013 CONTACT SIMON SA11D j �112.86 TRACT BOUNDARY LAT E-1 SEE SHT 11A 01.=100 C.F. S A PTV 391 —080-008 2O'7ELEP1IONE EASEMENT PER INST. No. 119467 0 18. EXIS7ING STORM DRAIN PIPES/CULVERTS (WHETHER TO BE CONNECTED TO, LEGAL DESCRIPTION THE NOR771EAST 1/4 OF SEC710N 18, TOWNSHIP 5 SOUTH, RANGE 5 WEST, SB.B.&M., IN 771E EXTENDED, ADJUSTED, DRAINED T0, OR JUST IN T71E PROJECT VICINITY) MUST BE COUNTY OF RIVERSIDE, IN 771E STATE OF CALIFORNIA. EXCEP7ING THEREFROM 771AT PORTION OF 771E REPAIRED, AND/OR CLEANED TO MAKE 771EM FUNC7IONAL AND ACCEPTABLE AS NOR771EAST QUARTER OF SEC710N 18, TOWNSHIP 5 SOU771, RANGE 5 WEST, SAN BERNARDINO DIRECTED BY 771E TRANSPORTATION DEPARTMENT. MERIDIAN, DESCRIBED AS FOLLOWS. • BEGINNING AT A 2-INCH IRON PIPE MARKING 771E NOR771EAST CORNER OF SAID SECTION; THENCE ALONG THE EAST LINE OF SAID SECTION, SOUTH 2' 32' 30" 19. EXIS7ING STORM DRAIN PIPES/CULVERTS (WHETHER TO BE CONNECTED TO, WEST 414.12 FEE I, THENCE WESTERL Y ALONG A NON- TANGENT CURVE, CONCA VE SOU 774 WES TERL Y, EXTENDED, ADJUSTED, DRAINED TO, OR JUST IN 771E PROJECT VICINITY) MUST BE HAVING A RADIUS OF 4794 FEET, FROM A TANGENT BEARING OF NORTH 70' 40' 37" WEST, REPAIRED, AND/OR CLEANED TO MAKE THEM FUNC77ONAL AND ACCEPTABLE AS THROUGH AN ANGLE OF 2' 03' 12" A DISTANCE OF 171.80 FEET, THENCE SOUTH 71' 56' 35" WEST DIRECTED BY THE TRANSPORTA7ON DEPARTMENT. 39.97 FEET, THENCE NORTH 73' S4' 40" WEST 131.43 FEET; THENCE NORTH 82' 07' 40" WEST 20. A TRAFFIC CONTROL PLAN MUST BE SUBMITTED FOR REVIEW AND APPROVAL 203.29 FEET; THENCE SOUTH 85' 35' 51" WEST 418.83 FEET, THENCE NORTH 63' 36' 38" WEST PRIOR TO OBTAINING AN ENCROACHMENT PERMIT. 418.08 FEET, THENCE NORTH 85' 41' 07" WEST 112.86 FEET, THENCE NORTH 74' 21' 35" WEST 449.79 FEET, THENCE NORTH 69' 49' 38" WEST 189.38 FEET TO A POINT ON THE NORTH LINE OF 21. CASH -IN -LIEU NOTE- AN AMOUNT OF $34,500 HAS BEEN PLACED INTO SAID SECTION 18 DISTANT ALONG SAID NORTH LINE, • 601.81 FEET EASTERLY FROM THE NORTH ACCOUNT #20000-3130100000-230106 FOR THE FUTURE CONSTRUC7ION OF AC QUARTER CORNER OF SAID SECTION, MARKED BY A ROCK MOUND, THENCE ALONG SAID NORTH LINE OVERLAY FROM STA7ION 501+50 TO 509+20 AND STA7ION 520+30 TO 527+30 SOUTH 88' 51' 58" EAST 2063.07 FEET TO THE POINT OF BEGINNING. WHICH IS NOT FEASIBLE TO BUILD AT THIS TIME. 120 BASIS OF BEARINGS: BEING A GRID BEARING OF NORTH 0022'13" EAST BETWEEN PUBLISHED RIVERSIDE COUNTY FLOOD CONTROL G.P.S. CONTROL POINTS Z-9536 AND Z-9537 AS N07ED ON "ALBERHILL ORTHO" DATED OCTOBER 2001 Z-9537 AS LISTED ON RIVERSIDE COUNTY FLOOD CONTROL "MAPPING N.A.D. 1983, EPOCH 2O00.35 CALIFORNIA ZONE 6 STATE PLANE COORDINATES CONTROL POINT "Z-9536':• CONTROL POINT 7-95377• A NOTE• WORK CONTAINED Wl THIN THESE PLANS SHALL Al K&A 1012013 UPDA TED FOR WQMP - REVISED SHEET INDEX. NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT 2 K&A 03 2025 VOIDED SHEETS 1, 3, 4, 5, 6, 8-11, 13-14. RENUMBER SHT 6A BEC 3/19/25 AND/OR A GRADING PERMIT HAS BEEN ISSUED. TO 6B. ADDED SHEETS 1A, 3A, 4A, 6A, 11A, 14A AND 19 THE PRI VA TE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND DIAL RE 0 1ACCEPTABILITY OF THE DESIGN HEREON. IN THE DAYS MW EVENT OF DISCREPANCIES ARISING AFTER COUNTY YOU DIC YOU DIG APPROVAL OR DURING CONSTRUCTION, THE PRI VA TE TOLL FREE DIAL 811 ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING MARK BY DATE APPR. DATE A PUBLIC SERVICE BY AN ACCEPTABLE SOLUTION AND REVISING THE PLANS REVISIONS UNDERGROUND SERVICE ALERT FOR APPROVAL BY THE COUNTY. r ENGINEER COUNTY EXIST. CAL TRANS 66 "CSP EX. Q1oo=366 C.F. C. Qtoo=194C.FS x I I INDEX MAP SCALE.- 1 "=120' 240 ENGINEER K & A ENGINEERING INC. 357 N. SHERIDAN STREET SUITE 117 CORONA, CA 92880 PH. (951) 279-1800 FAX (951) 279-4380 10 v VAf va NOTICE TO CONTRACTOR: SWPPP CONTACT TH TEMESCAL, LLC 3001 S, BISHOP DR., SU17E 100 SAN RAMON, CA 94583 PHONE. (949) 999-9888 PROJECT MANAGER: JOE MARTIN CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB S17F COND17IONS DURING THE COARSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CON77N000SL Y AND NOT BE LIM17ED TO NORMAL WORKING HOURS, AND TVA THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND 771E ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION Wl7H THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF 771E OWNER OF THE ENGINEER. THE EXISTENCE AND LOCA 710N OF ANY UNDERGROUND U7ILI7IES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A DILIGENT SEARCH OF AVAILABLE RECORDS 771E CONTRACTOR IS REQUIRED TO TAKE ALL PRECAU77ONARY MEASURES TO PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS AND IS RESPONSIBLE FOR 771E PR07EC7ION AND ANY DAMAGE TO THESE LINES OR STRUCTURES 771E CONTRACTOR SHALL CALL UNDERGROUND SERVICE ALERT AT 1-800-227-2600 AT LEAST TWO WORKING DAYS PRIOR TO EXCA VA 7ION /N ORDER TO DETERMINE ACTUAL FIELD LOCA 7IONS OF EXISTING UTILI TIES ENGINEERS NOTES: ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OF 07HERS AND THOSE SHOWN ON THE RECORDS EXAM/NED ARE INDICA 7ED Wl7H TW7P APPROXIMA 7E LOCA TION AND T O T��FS S� 15 LEE LAKE PROJECT JG� Dee- Cq/VYo SITE c' '0 q4 N 12 7 0 8 To \�O�P 13 18 �OqO OAF GPI w � N BEARDS Y R Ld z �>_ o Q 2 U 13 18 18 17 24 19 19 20 HORSETHIEF CANYON VICINITY MAP N. T. S SECTION 18, T5S R5W S.B.M. 1p Vill W,\ / o \.� I �r BOUNDARY „ „ fill LEGEND A.B.M. AIR BLOWN MORTAR BC BEGINNING OF CURVE BCR BEGINNING OF CURB RETURN BVC BEGINNING OF VERTICAL CURVE BW BOTTOM OF WALL C/L CENTERLINE OF CURBFACE EC END OF CURVE ECR END OF CURB RETURN EP EDGE OF PA VEMENT EVC ENDING OF VER7ICAL CURVE FL FLOWLINE FS FINISH SURFACE GB GRADE BREAK IN INTERSECTION MOC MIDDLE OF CURVE NG NATURAL GROUND OC ON CURB PCC POINT OF COMPOUND CURVE PAL PROPERTY LINE PRC POINT OF REVERSE CURVE PVl POINT OF VERTICAL INTERSECTION R/W RIGHT OF WAY STA STA 7ION TB TOP OF BERM Tic TOP OF CURB TW TOP OF WALL VC VER7ICAL CURVE W. W.M. WELDED WIRE MESH OUP SMALL DRAINAGE INLET STRUCTURE EXIST. R W AND PROJECT BOUNDARY G - _ - CENTER LINE TOP OF SLOPE 1 2: 1 y SLOPE RA 770 --L-----L- TOE OF SLOPE x x x EXISTING FENCE GRADE/DIRECTION OF FLOW STORM DRAIN NOTIFICATIONS.' PROPOSED CURB & GUTTER NOTE- THE CONTRACTOR SHALL NOTIFY THE FOLLOWING U7ILI7IES OR PROPOSED SIDEWALK AGENCIES 48 HOURS PRIOR TO STAR7ING CONSTRUCTION OR EXCA VA 7ION.• PROPOSED R/W RIVERSIDE COUNTY TRANSPORTATION 1-951-955-6885 =________= FUTURE CURB & GUTTER DEPARTMENT - CONSTRUCTION SECTION. • - - - - - - - - - - FUTURE SIDEWALK PACIFIC BELL : 1-800-277-2600 - - - - - - - - - - FUTURE R/W ELSINORE VALLEY MUNICIPAL WA TER DISTRICT 1-951-674-3146 SOUTHERN CALIFORNIA GAS CO.: 1-800-277-2600 SOUTHERN CALIFORNIA EDISON CO.: 1-800-351-2450 UNDERGROUND SERVICE ALERT 811 EXTENT THE OWNER BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT INDEX OF SHEETS: THERETO AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY NOTE- T71/S PROJECT IS BONDED AND TO BE SHEET NO. DESCR/PT/ON DAMAGES RESUL LING FROM 771E EXISTENCE OF UNDERGROUND UIILIIIES OR STRUCTURES NOT INSPECTED BY CONSTRUCTION INSPECTION DIVISION REPORTED TO 771E UNDERSIGNED: NOT INDICATED ON THE PUBLIC RECORD EXAMINED. LOCATED 0 1A 7I7LE SHEET/INDEX MAP AT VARIANCE WITH 771AT REPORTED OR SHOWN ON RECORDS EXAMINED BY THE CONTRACTOR IS 2 CROSS SEC710N & N07ES SHEET REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE U7ILI7IES OF STRUCTURES Q 3A-4A PLAN AND PROFILE SHEET SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE /T SHALL BE THE 22 6A,6B, 7,11A,12 PLAN AND PROF/LE STORM DRAIN CONTRACTOR'S RESPONSIBILITY TO N07IFY THE OWNERS OF 771E U7ILI7IES OR STRUCTURES 014A ROADWAY EMBANKMENT/ACCESS ROAD CONCERNED BEFORE STAR7ING WORK. TRACT 30760-1 /P# 050193 TRACT 30760-2 IF 060006 TRACT 30760-3 If060007 15 DETAIL SHEET 0 19 DEPALMA ROAD TEMPORARY COND17ION SEAL —ENGINEER BENCHMARK: ALSO 4064 / .# 0501V4 SHEET NO. 0 S B 0 R N ENGINEERING 357 N. SHERIDAN STREET 1.5 MILES NORTHWEST OF THE POST OFFICE IN ALBERHILL COUNTY OF RIVERS/DE QROFESS/pN� N. SUITE 117 v ALONG STATE 71, ON THE WILLOW BROOK RANCH WHICH /S OWNED BY MR. L.P. GORDEN 30 FEET NORTHWEST � 1D A �A \S N4,9 F2c LAND PL4NN/NG CORONA, CALIFORNIA 92880 THE CENTER OF THE DRIVEWAY, 26 FEET NORTHWEST OF SCHEDULE A 70 i TEL. (951) 279-1800 171E CENTER OF 171E HIGHWAY AND 1 FOOT WEST OF THE STREET IMPROVEMENT PLAN SURVEYING FAX (951) 279-4380 FENCE. A BRASS DISK FLUSH IN CONCRETE TAB ON N'LY No. 65931 Engineering, Inc. SIDE OF TEMESCAL CANYON RD. +/- 1700 FEET N'WLY OF EAST 1/4 CORNER SECnON 17 T5S R5W, TITLE SHE TANDEX MAP 19 * * OF H LpT - C 10- ��P FOF CA0- ELEVA noN 1182.819 PREPAR -- R. C.E. NO. 65931 FOR: W. O. COUNTY 964 H SCALE. _ - DA TE 3/11125 AS NOTED FILE NO. Drawing: R. �254505�Fhal�Street �DePalmo�DePolmo�Plan Revsions�3051MP—DEPALMA—OlA.dwg Layout 24x36 L Last Saved: Tue Mar ll, 2025 — 9.47am Last Plotted. Toe Mar Il 2025 — 9,47am By. mork,oguyen NOTES.•5TREET IM, 1. IT SHALL THE RESPONSIBIL:TTY OF THE DEVELOPER/OWNER OR CONTRACTOR TO APPLY TO VERSIDE COUNTY TRANSPORTATION DEPARTMENT, PERMIT SECTION, FOR A ACHMENT PERMIT FOR ALL WORK PERFORMED WI THIN PUBLIC RIGHT OF WA , ATED AND ACCEPTED FOR PUBLIC USE; AND TO BE RESPONSIBLE FOR SA 175 COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL REGULATONNS DURING THE LI ONS77?UC770N ACTIVITIES FOR THIS PROJECT DE PA" ROAD COUNTY OF RIVER51DE ADDITIONAL STUDIES AND/OR PE Y BE REQUIRED. 2. THE CONTRACTOR SHALL BE RESPONSI THE CLEARING OF THE M5 40" PROPOSED WORK AREA, AND RELOCA77ON CO ALL EXISTING UTILITES CTS � (,� Z PERMITTEE MUST INFORM COUNTY OF CONS TRUC77 EDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION BY C HONE NUMBER (951) 955-6885. G� E LAKE PROJECT �crrr 3 THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMIN UNTY PLAN SET NO OWNER/ DEVELOPER SODS ENGINEER ENGINEER SWPPP CONTACT � ��\ � CAN r STANDARD NO 816, STREET IMPROVEMENT FOR TRACTS 30760-1, 2 & 3 ARE DIVERSIFIED PACIFIC GEOSOILS, INC. K & A ENGINEERING INC. DIVERSIFIED PACIFIC ON 4. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RIVERSIDE PER SEPARA IF PLANS 10627 CIVIC CENTER DRIVE 26590 MADISON AVE. 357 N. SHERIDAN STREET SUITE 117 10621 CIVIC CENTER DRIVE \�O\P 2 ' 7 8 TO CDtI RANCHO CUCAMONGA, CA 91730 MURRIETA, CA 92562 CORONA, CA 92880 RANCHO CUCAMONGA, CA 917JO E TRANSPORTA 77ON DEPARTMENT IMPROVEMENT STANDARDS AND SPECIFICA 110NS, GRADING FOR TRACT 30760-1, 2 & 3 IS PER SEPARATE PHONE- (909) 481-1150 PHONE.- (951) 6 77- 9651 PH. (951) 279-1800 FAX (951) 279-4380 PHONE- (909) 481-1150 1 � 18 � �Si LATEST EDITION, COUNTY ORDINANCE N0. 461 AND SUBSEQUENT AMENDMENTS. PLAN - BGR# 100042 PROJECT MANAGER: PHILLIP BURUM FAX.- (951) 677--9301 PROJECT MANAGER: PHILLIP BURUM � O`IO 5 IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO N077FY THE CONTACT JOHN P. FRANKLIN GP`a L ENGINEER TO INSTALL STREET CENTERLINE MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE NO. 461. BEARDS Y R w o EX ST. CAL TRANS ` 6. ALL UNDERGROUND FACILI TIES, WITH LA 7ERALS, SHALL BE IN PLACE PRIOR TO 72�CSP Q z u PAVING THE STREET, INCLUDING, BUT NOT LIMITED TO THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS AND STORM DRAINS ho 13 18 18 17 7CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND ` �� `` t ry O -~" CONSTRUCTED ACCORDING TO COUNTY STANDARD N0. 206 AND/OR NO. 207, AS `` = EXIST Q ra=496 CFS 24 19 19 120 DIRECTED IN THE FIELD. ` Q ron=821;'CFS EXIST. CAL TRANS rA 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR DEVELOPER TO `� 0. $ CFS LA T F3 6s CSP H OR SE TH I E F CANYON INSTALL AND MAINTAIN ALL CONSTRUCTION, REGULATORY, GUIDE AND WARNING �� . 2 C.F.S PROFILE SEE SHT 9 SIGNS WTHIN THE PROJECT LIMITS AND ITS SURROUNDINGS TO PROVIDE SAFE LINE F PASSAGE Ff}ii' THE TRAVLLING PUBLIC AND WORKERS UNTIL THE FINAL \ �' PROFILE SEE SHT 9 i' ,� COMPLETION AND ACCEPTANCE OF THE PROJECT BY THE COUNTY. \ , ` LA T F1 _ P A TRAFFIC CONTROL PLAN MUST BE SUBMITTED FOR REVIEW AND APPROVAL - SEE SHT 13 Qrae 366 CFS. SE M l; ` � EX. _ . S PRIOR TO OB TATNING AN ENCROACHMENT PERMIT. ` Qro=125 C.F.S. C77O 5S B. . C OFILE JJ r LAVE G Q ran=194 C.F.S. N 18, R5W S PROFILE SEE SHT 8 9 ALL STREET SECTIONS ARE TENTA77VE ADDITIONAL SOIL TESTS SHALL BE _ TAKEN AFTER ROUGH GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. USE STANDARD NO. 401 IF EXPANSIVE SOILS ARE ENCOUNTERED N8851' 6"w 71, 602. 02' J EXIST. CAL TRANS ok- J l 10. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN E Q10=496i CFS I"� iP 1Q50134 - l FOURTEEN DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING FOG SEAL \ Q ra814 C.F. S'ff _ -- SHALL BE APPLIED A T A RA TE OF 005 GALLON PER S UARE YARD. ASPHAL 77C \ -°'1 -- Q �\ LAT F2 ��- f�" ,r ,� LA T EMULSION SHALL CONFORM TO SECTION 37, 39 AND 94 OF THE STA 7F \ \ PROFILE SEE SHT 13 %; - - J-" 20' ACCESS EASEMENT \ i i - ROFILE SEE SHT f2 �� J PER INST Na 2001 277097STANDARD SPECIFICA 77DN _ 4 y% y , f�( 1 ' - ro=2.5 CFS F i - �� Q .� $ � El i� EX. Quo=64.9 C.F.S. LEGEND . _ 9 ., _: � _ � r�2.5 CFS ,/ � , � :, ;:. _ > - - -:: � - Q ra--10 CFS A.B.M. AIR BLOWN MORTAR 11: INSTALL STREET TREES (PLAN PLA 7ANUS AGERIFOLIA BLOODGOOD LONDON \ ' - ..w. _ -. _ _ \� 2.9 C.F.S. _ s•� ;• � %.'% : - : ;: � -,- , ,: :- . _._ __ .: _._: .. � ... `��_� Qr�o-= I i � Qra�--12 C.F.S. B \ G BEGINNING OF CURVE PLANS TREE) IN ACCORDANCE WlTTI ORDINANCE NO. 460 AND 499. LINE D ' ,4 �, BC BEGINNING OF CURB RETURN \\ l l; e - - AL CURVE - . � �': � �` � : 11 �� ":. � __: , � PROFILE SEE SH r 7 BVG BEGINNING OF 4�ERT7C 2 STTt'EE LIGHTS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROVED \. f / r,. I I I BW BOTTOM OF WALL • STREET LIGHTING PLAT+,! . , » \ \ FU7 r'' � . __....:,.,:, . ,-.- ,r��N715707E G/L CENTERL✓NE # ,/ ) / I I , » CF CURBFACE { C' �� '` LJ 39.97 D=2 03121J AS DETERMINED BY THE TRANSPORTA PON DIRECTOR THE DEVELOPER IS \ \ j J \� , EC END OF CURVE \ fit;: 1 .-:, ..:.. -3Q0.5 CF „ �� _ _-�_ 'I►i+ 3 R-4794.00 J '_ RESPONSIBLE AS A MINIMUM FOR ROAD IMPROVEMENTS TO CENTERLINE, AND MAY \ I / I� s;. : _: :, Y LINE C ECR END OF CURB RETURN J I lr �. :�J �J\ ran=372.5 CF. L=171.81 d , E EP EDGE OF PA i✓EMN T BE REQUIRED TO REGDNS7RUCT EXISTING PAVEMENT INCLUDING BASE, AND _ _ 3 :. i EXIST R vv r ,. �� .: � /._ .:_ . �_ � � �_�: .-_ - -.�,, `�► _ PROFILE . , \ . ` r._.. __.: _- _ , ... T-85.91 EVC ENDING OF R MATCHING OVERLAY REQUIRED TO MEET THE STRUCTURAL STANDARDS FOR THE �`. , „�� f � , _ :::_ _�._ �. _ .:� � - - � __ � VE TICAL CURVE _ .,,.N . .r 1 �LA E m _ SEE $H T CURRENT ASSIGNED TRAFFIC INDEX. - :� ._ FL FLOWLINE II 4L8_8. ' _ FS FINISH SURFACE 8 _ _ ".._- .f, , _ _ _ _. ,. _ _ ... A GB GRADE BREAK :.. �. �. < TRACT TRACT ,. , ,..., -..: _ ..�._ __ .._... - - 14. ONL Y LANDSCAPING CONSISTING OF GRASS AND PARKWAY TREES MAYBE _ t: -: ry _ F . .. _ ... ..., ; : , i . � .:._ .. _ . �_ 5.5 ��' : � �.:. I ::_.. dt' _.. INT INTERSEGTTON % z ti y 1 _ .. INSTAL .D WI IN PARKWAYS \ 30760 30760 1 0 L F TH A KwAYS ON LOCAL RESIDENTIAL STREETS WITHOUT l..._ _ C. _. ,- - - N �:,.,: r : _. � _ :_ . I l MOO MIDDLE OF CURVE SEPARATE LANDSCAPE PLANS. A OTHER TYPES F LANDSCAPING ;." -PROFILE L ALL E E D L DSG NG !N THESE �: --�- � � N.A. r©FILE SEE .SHT 1 - � l NO NATURAL GROUND .....:...:rv. AREAS AND ALL LANDSCAPING ON ALL OTHER STREETS SHALL REQUIRE OC ON CURB �l r L1 E A LA AXEr, s. 1 - #- r _. .. r .' :.. ,__ . , �:; .. r r 1 J ,F .,: �.;. ,., �:: PCC POINT OF COMPOUND CUR SEPARATE LANDSCAPE PLANS ALL LANDSCAPING ENCROACHMENTS SHALL . _;,,.: a,:, i� CURVE .,:. 1. f' _ JJ i J �J J r,:: ' : > : :._ ,. .. _ . _.. „.� ��: ;., �::; - "�.. P L PROPERTY LINE I: CONFORM TO RIVERSIDE COUNTY STANDARDS RELATING TO THE ADMINISTRATION , .� .._._ �.� .� �.. __ .� >` , , _ ,.,: , , ,,..... _ .,. :.,,,.... -� � . ,: ,.. ... _... , I :. 1, f ;.. � � ' ,., ! `- jjI . PRO POINT OF REVERSE CURVE OF LANDSCAPE ENCROACHMENTS DATED JUKE 1990�,, ;,1; : ....; , _ -, ! .�- ..._ \.: [ r PVI PAINT OF VERTICAL !N R t � . ./ � ." ;;J �.i•- �. l .:,r.-, _ _ r r TE SECTION : fi �. ..,�... .:. � ....E . .::� :\ _. , .:... r --_ � 4.. _. \ ,._ r� . ..,__ .._.. �..._.__ ,nos :- � ..... ..�, ,.. R W RIGHT OF WAY : i i h : __. :�_._�_ -'- > __. 1.5: ANY PRI VA TE DRAIN F 77 N A 3. �_ _ � � \ AGE ACILI ES SHOWN D THESE PLANS ARE FOR , .. �_ i4;. : �� ]� .. __. (�' ,.: � �� < : , `-,_ ```�,,�-., :�� _ - --- �: ,� _ �� TA STATION _/ INFt1RMATlON ONLY. BY SIGNING THESE IMPROVEMENT PLANS NO REVIEW DR �-- \ =..... .��, ,.,�_.� �_ �-,. � � �<.'�;:. ,. �- ,,_ !7]T8 TOP OF BERM APPROVAL OF THOSE PRIVATE FACILITIES IS IMPLIED OR INTENDED BY THE �;.. , , \ .__ :� . r .,��- .:,.,. TC TOP OF CURB V. \ _ TW TOP OF WALL RIVERSIDE COUNTY 7RANSPORT4770N DEPARTMENT." %� 1 T ) - VC VERTICAL CURVE ^� f / f :>.: , �, ,, r . ,...::r ;, 3 , € E 1 #�' W M. WELDED WIRE MESH - : ,;: , � f ,1..11: � _., .. _ _ � � �'\, �. -�,�. , ,:....:<:., , .:... f 1r-� TRAC� . , 16. CONS7RUC77ON PROJECTS THAT DISTURB MORE THAN ONE ACRE MUST OBTAIN p_, , . , I :.. , : \ [!: � , -� _�, _ ..-;� .:._ � ,.-.,..ftj„,.:... �, Ef:{j N - r �< !1 `- ,-:<�:, ,.,r;. ! ,� -::,- , \ �. -. _,��, a. , _ � �, . �_ OUP SMALL DRAINAGE INLET STRUCTURE BOON -A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM NPDES PERMIT. ,.:::.. ;::; �,,.� � <:, ZO TELEPHONE � , • <.... ::;::. �� :..,, .,. ._ . \. �, ...,, �:_. , f.�., �.. ,:: I� � _ _: BOUNDARY 1\ . \ - t F it =p, _,..,, r�;' r, _ EASEMENT PER ,,,: := _. \ \.. OWNERS DEVELOPERS ARE REQUIRED TO FILE A NOTICE OF INTENT NO! WI TH \\ „ : ,: ; : :_; / Q ( ) ; ;r \ >v �J �{s;; h\,,a..- �,.\. , � .�� ,.� . � : �t;� �r; �,r �.:._ ,�p� 1 EXIST R W AND \ \ INST: Na 119 : }� _,'�, , � �,: '� � : ; � r . , .; . - PROJECT BOUNDARY THE STATE WATER RESOURCES CONTROL BOARD SWRCB AND PREPARE A zo :. �.� r:...,..... „43 „ ;:46 STORM WATER POLLUTION PRE N 0- PLAN S PP NTT ,._ ,., f,. : _. - - � :,.,,.,: �. �, , ...:., ,- \ ,: rc�-. .,_,, _ -. �... - r � 1 VE 7T N (WP )AND MONITORING PLAN \ ..r _, ,.: ,:.. �. 1., / Q r 4F . F _ CENTER LINE FOR THE SITE. PRIOR TO ANY CONSTRUCTION THE DEVELOPER OWNER SHALL:, , ,. rr \ . \. �J PROVIDE THAT COUNTY WITH A COPY OF THE NDI WITH A VALID WDfD NUMBER: ;;:. ti.. - - t .� x <;J -�J �J�- , `� � � � TOP OF SLOPE , .. J , R :: 4;' \ = r :r. -> - 17 THE DEVELOPER SHALL BE RESPONSIBLE FOR THE INSTALLATION OF:. vim., ,�.�-:�.> I • INDEX P � .�:�., 2: 1 � SLOPE RA I70 ADD177ONAL SIGNS AND MARKINGS NOT INCLUDED IN THE SIGNING AND STRIPING SCALE: 1 "= 720' PLAN WITHIN THE PROJECT AREAS, OR ON ROADWAYS ADJACENT TO THE iiiii TOE OF SLOPE .01 PROJECT BOUNDARIES, UPON THE REQUEST OF THE DIRECTOR OF 0 120 240 360 480 TRAN.SPORTA 77ON OR HIS DESIGNEE TO IMPROVE TRAFFIC SAFETY ON THE ROADS r - x x x - EXISTING FENCE u, UNDER THE JURISDICTION OF THE DEVELOPER. LE RLPTI NOT{FICATfOIVS. � GRADE /DIRECTION COAL DESC N NOTICE -TO CONTRACTOR• 18 EXISTING STORM DRAIN PIPES/CULVER75 (WHETHER TO BE CONNECTED TO, DF FLOW THE NORTHEAST 1/4 OF 18, TOWNSHIP 5 SOUTH, RANGE 5 WEST, SBB.&M., IN THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB NOTE. THE CONTRACTOR SHALL NOTIFY THE FOLLO 177ES OR EXTENDED, ADJUSTED, DRAINED TO, OR JUST 1N THE PROJECT VICINITY) MUST BE COUNTY OF RVE SR T: D ,%,, ESTATE OF CALIFORNIA. EXCEPTING THEREFROM THAT PORTION OF THE SITE CONDITIONS DURING THE COARSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY AGENCIES 48 HOURS PRIOR TO STARTING CONSTRUCTON VAT70N. REPAIRED, ANDIOR CLEANED TO MAKE THEM FUNCTIONAL AND ACCEPTABLE AS NORTHEAST QUAf SECTION 18, TOWNSHIP 5 SOUTH, RANGE 5 WEST, SAN BERNARDINO OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND : STORM DRAIN DIRECTED BY THE 77RANSPORTA 77ON DEPARTMENT. MERIDIAN, DE AS FOLLOWS: BEGINNING AT A 2-INCH IRON PIPE MARKING THE NORTHEAST NO T BE LIMI TED TO NORMAL WORKING HOURS; AND THA T THE CONTRACTOR SHALL DEFEND, RIVERSIDE COUNTY TRANSPORTA 770N 1-951-9 CORNER SECTION; THENCE ALONG THE EAST LINE OF SAID SECTION, SOUTH Z' 32' 30" INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, DEPARTMENT - CONSTRUCTION SECTION.• 19. EXISTING STORM DRAIN PIPES/CULVERTS (WHETHER TO BE CONNECTED T0, PROPOSED CURB & GUT ZA WEST FEET; THENCE WES7FRL Y ALONG A NON- TANGENT CURVE, CONCA VE SOUTHWESTERL Y, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXTENDED, ADJUSTED, DRAINED TO, OR JUST IN THE PROJECT VICINITY) MUST BE A RADIUS OF 4794 FEET, FROM A TANGENT BEARING OF NORTH 70' 40' 37" WEST, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OF THE ENGINEER. PACIFIC BELL : 1-800-277-2600 PRaPOSLD SIDEWALK REPAIRED, AND/OR CLEANED TO MAKE THEM FUNCTIONAL AND ACCEPTABLE AS OUGH AN ANGLE OF 2' OX 12" A DISTANCE OF 171.80 FEET; THENCE SOUTH 71' 56' 35" WEST THE EXISTENCE AND LOCATION OF ANY UNDERGROUND U77LI77ES OR STRUCTURES SHOWN ON ., j THESE PLANS ARE OBTAINED BY A DILIGENT SEARCH OF AVAILABLE RECORDS THE CONTRACTOR ELSINORE VALLEY MUNICIPAL WATER DISTRICT. 1-951-674-3146 PROPOSED R W DIRECTED1 BY E TRANSPORTATION DEPARTMENT. 3,.97 FEET; THENCE NORTH 73' 54 40 WEST 131.43 FEET; THENCE NORTH 82, 07 40 WEST 203.29 FEET; THENCE SOUTH 85' 35' 51 " WEST 418.83 FEET' THENCE NORTH 63" 36' 38" WEST IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE U77LI TIES SHOWN AND = _ _ _ = = - = = = FUTURE CURB &GUTTER 20 A TRAFFIC CONTROL PLAN MUST BE SUBMITTED FOR REVIEW AND APPR ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS AND IS RESPONSIBLE FOR THE SOUTHERN CALIFORNIA GAS CO.: 1-800--277--2600 418. 08 FEET' THENCE NORTH 85- 41 07 WEST 112. 86 FEET; THENCE NORTH 74. 21 35 WEST - -- - - - - - - - - FUTURE SIDEWALK PRIOR TO OBTAINING AN ENCROACHMENT PERMIT PRDTECT70N AND ANY DAMAGE TO THESE LINES OR STRUCTURES THE CONTRACTOR SHALL CALL 449.79 FEET,- THENCE NORTH 69' 49' 38" WEST 189.J8 FEET TO A POINT ON THE NORTH LINE OF FUTURE R/W UNDERGROUND SERVICE ALERT AT 1-800-227-2600 AT LEAST TWO WORKING DAYS PRIOR TO SOUTHERN CALIFORNIA EDISON CO.: 1-800-351-2450 ....,.-________ 21, CASH -IN -LIEU NOTE AN AMOUNT OF 34,500 HAS BEEN P INTO SAID SEC 77ON 18 DISTANT ALONG SAID NORTH LINE 601.81 FEET EASTERLY FROM THE NORTH EXCAVATION IN ORDER TO DETERMINE ACTUAL FIELD LOCATIONS OF EXISTING U7LITIES. QUARTER CORNER OF SAID SECTION, MARKED BY A ROCK MOUND, THENCE ALONG SAID NORTH LINE UNDERGROUND SERVICE ALERT 811 ACCOUNT20000=3130100000-230106 FOR THE FUTURE C170N OF AC SOUTH 88' 51' 58" EAST 2063.07 FEET TO THE POINT OF BEGINNING. ENGINEER'S NOTES' OVERLAY FROM 5TA77ON 501+50 TO 509+20 AND STA 0+30 TO 527+30 WHICH IS NOT FEASIBLE TO BUILD AT THIS TIME. ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OF OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICA TED WI TH THEIR APPROXTMA 7E L OCA 77ON AND BASIS OF BEARINGS : - EXTENT THE OWNER BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT BEING A GRID BEARING OF NORTH 00'22'13" EAST BETWEEN PUBLISHED RIVERSIDE COUNTY THERETO AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY NOTE.• THIS PROJECT IS BONDED AND TO BE QF FLOOD CONTROL GP.S CONTROL POINTS Z-9536 AND Z-9537 AS NOTED ON ALBERHILL DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND U77LI77ES OR STRUCTURES NOT INSPECTED BY CONSTRUCTION INSPEC77ON DIVISION SHEET ORTHO" DATED OCTOBER 2001 Z--9537 AS LISTED ON RIVERSIDE COUNTY FLOOD CONTROL REPORTED TO THE UNDERSIGNED: NOT INDICATED ON THE PUBLIC RECORD EXAMINED. LOCATED NO. OPTION r '°MAPPING N.A.D. 1983, EPOCH 2O00.35 CALIFORNIA ZONE 6 STATE PLANE COORDINATES AT VARIANCE WITH THAT REPORTED OR SHOWN ON RECORDS EXAMINED BY THE CONTRACTOR IS 1 1 77TLE NDEX MAP REQUIRED TO TAKE DUE PRECAU 77ONARY MEASURES TO PROTECT THE U77LI TIES OF STRUCTURES 2 CROSS SE NOTES SHEET SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE S1TE IT SHALL BE 7HE PLAN AND PR SETS CONTROL POINT "Z-9536" -13 PLAN AND PROFIL DRAIN CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE U77LITIES OR STRUCTURES P 6A PLAN AND PROFILES AIN " " CONCERNED BEFORE STARTING WORK. TRACT 30760-1 !P�' 05019,3 CONTROL POINT Z-9537: TRACT 30760-2 IP, (1600015 ROADWAY EMBANKMENT/ACC D cs TRACT 30760-3 AV 060007 5-18 DETAIL SHEETS NOTE.' WORK CONTAINED WITHIN THESE PLANS SHALL 1 K&A 1012013 UPDATED FOIE WQMP -REVISED SHEET INDEX. /l-l�-/3 SHEET NO. SEAL -ENGINEER BENCHMARK. 4 , NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT 2 K&A 0212025 SHEET DELETED DUE TO SUBSTANTIAL CHANGES 0 S 0 0 R N LN d,%NEERI G 357 N. SHERIDAN STREET 1.5 MILES NGRNKST OF THE POST OFFICE IN ALBERHILL AND/OR A GRADING PERMIT HAS BEEN ISSUED. SUITE 117 ALONG STATE 71, ON THE meow BROOK RANCH WHICH RIVERSIDE �RpFESSlp q IS ONED BY MR. L.P. G'ORDEN 3O FEET NORTHWEST OF THE PRI VA TE ENGINEER SIGNING THESE PLANS IS ��o �' fiAt� LAND p,ANNIN CORONA, CALIFORNIA 92880 THE CENTER OF THE DRIVEWAY, 26 FEET NORTHWEST OF RESPONSIBLE FOR ASSURING THE ACCURACY AND �`` �� 9y �� TEL. (951) 279-1800 THE CENTER OF rHE HIGHWAY AND 1 FOOT WEST OF THE SCHEDULE A e ACCEPTABILITY OF THE DESIGN HEREON. IN THE SURVEYING,, FAX 279-4380 ` } FENCE A BRASS DrsK FLUSH IN cONCRET0 TAB ON N L Y STREET I PROV S� MANS %W=� No. 55534 � `�'�1) SIDE OF TEMESGAL CANYEIN RD. t/- 1700 FEET N'WLY 4BffM EVENT OF DISCREPANCIES ARISING AFTER COUNTY Exp, 12/31/14 Engineering, Inc. OF FAST 114 CORNER SECTION 17 T5S R5W: Y YOU � APPROVAL OR DURING CONSTRUCTION, THE PRIVA TE *� � �� SNEET��ND �� OF �'�'sH `' V�G �� DATED: 1929 ELEVATION.• 1182.819 TOLL FREE PUBLIC SERVICE B 'F�'+�- ANGACCEPTABLE SOL r10NOAND REVISING THE PLANS qr ��FQ�� PREPARED BY: R.C.E. NO. _. 5, 534 FOR.• W . COUNTY MARK.1 DATE APPR. DATE Fofi SCALE. UNDERGROUND FOR APPROVAL BY THE COUNTY. ENGINEER REVISIONS \� DA TE t z a a� AS NOTED 1{LE NO. COUNTY Drawing. P prlma revised April 2013\0851UP-DEPALIv1A-01.dwa Layout: 24x36 L Last Saved Wed Oct 30, 20U - 51am Lasf Ploffed: Thu Mov 14, 2013 - 1-41Am Sy doses _, 2X # fUTURE Rom+ FUTURE R/W 1 2Z t EXIST R/W VANES 34'44' 76' MAINTAINED BY R. C. T D. i (TYP EXIST. CA EXIST. R/W MA#VMAW BY. CAL TRANS CAL TRANS 3 FENCE k s VA i WN x, V.... 2:1 MAX TO ON � 8" 20 - B IST. C -Zli IRNS E ES CURB 14'* I A T FENCELINCAL € GUTTER - 29 FUM_RE t 2 EXISTING GRADE - -=-- - - IN CAL TRANS RIW __------------- - -------- 5 7 15 EXIST. E 1A 6 FUTURE 8" CURB & GUTTER oF PA*wEyT BY OTHERS COtVSTRUCTTlT�1 C/�. 7RANSYTION CROWN UNE De PALMA ROAD FROM STADON 501+50 TO STATION 542+1.179 NTS Mo fad Rlv. Co. Std No. 109 7I= 9 0 R=69 f ,EXIST EXISTR VAc Z C air'_ aA' ( C/ ` 6' EXIST. R/W I. MAINTAINED BY. CAL TRANS ]�UALTI?ANS 6' 38' J2'1 FENCE xE FUTURE 8" VARIES CROW ( 2.• 1 MAX TO JOIN 26 -34 20 -23' CAL 7RNS GRADES CURB & 14'1 ffI AT FENCELINE GUTTER VARIES a _ .t,-- 2,S' x' EXIS77NG GRADE 2X A RE IN CAL TRANS R/W PRIG 8" DIKE fA 6 15 1A 6 FUTURE 8" CURB & GUTTER CONS7RUC770N C/L PROP. 8" DIKE 7RANS17701V CROWN De PALMA ROAD FROM STA 7701V 502+ 13.79 TO STA 770N 503+56.73 NIS Modified Riv CO. Std. NO. 109 77 9.0 R=69 A7Q1T1 1 , NOTES PROI. EXIST. EXIST R/W R/W C/L TO Of DEDICA 7FD I VARIES 38 VARIES 0 _28' O -75 73 - 86 EXIST. GROUND MA#VrAINED BY R.0 0. 7) ! 10' 70' 6' 36' 32'' VARIES CROW 11 1. f3X 2 TO ULTIMATE 14 f Z'. �t1T� EXIST R/W MAINTAIl11ED BY CAL TRANS P.) 6' CAL TRANS FENCE x) 1' I� �- 2:1 MAX TO MIN C CAL TRNS GRADES I AT FENCELJNaE Fu r4xl - EXISTING GRADE _ IN CAL TRANS RIW "J FUTURE VM6 GRIND AS NECESSARY 1C CONSTh'UC170HV CAIRANS )70N CROWN De PALMA ROAD c =.j cra nnar r=, zn rn rr�n Q '2#t9:?fr5— Modified Rim. Co. Std. No. 109 77= 9.0 R=69 LETTER OF PERMISSION TOP OR TOE TO GRADE REOUIR �1 OF SLOPE EXIST �XIST R/W EXIST GROUND VARIES 86' 2 -154 --------------- - 70' I 4' 6' 38' 32' QILANT17Y U1�{1T 41 TO BE SAL VAGED - - 42 PROTECT IN PLACE - - 43 TO BE REMOVED AND RELOCATED - - 44 TO BE REMOVED - - 45 TO BE ABANDONED - - — INS TALL 720 VOL T 200 WA TT H. AS 22, 000 LUMENS STREET LIGHT PER RIVERSIDE CO STD. DWG NO 1001 2 f l �EA — INSTALL S7REET TREES 42-4*#— EA — ASPHAL T EMULSION TON -- EXCA VA TE AND FILL 15, JOG CY -- EXCA VA 7E AND EXPORT 78,000 CY EXIST R 70P OR 7W OF SLOPE VA. � t i EXIST f CA opw 0 2 MAKAWED gY CAL TRANS �CALTRANS FENCE '• 2.1 MAX TO ON 8" 22 T C CAL 7RNS GRADES 1 8 14 # 4#I AT FEiVCEUNE FUTURE 2 - t Gu FU ' t2Ar x ^ - - EVS77NO GRADE 2.1 MAX / �- — _ IN CAL TRANS R/W / / EXIST EDGE rrr MN 70 1C 6 EXIST. BERM /EXIST. GROtlN OFPAA'MENT _ rIC 6 15 EXIST GENI ? LINE 7 / - CONSTRUC77OlN CA IRANS77ON CROWN 0.10 MIN, TRICK - AC OWERLA Y De PALMA ROAD FRO1I STATION 524+92,65 TO STATION 527+50 OVERLAY TO NT5 MATCH EXIST w Modified Rim. Ca Std. No 109 . PA I I,. 77= 9.0 R-24 rEXIST-MENT NOTE: 7HE INTERIM PA VEMENT CROWN IS REOUMED A T BO7H ENDS OFF THE EXIST. PRO ECT TO DIRECT TRAF1"7'C THL Y FROM THE EXISTING 70 THE RIW PROPOSED COVTER UNE: HORM, WHEN THE FUTURE FULL MOTE! DE PALMA STREET SECTION IS CONSWCW TO THE EAST AND OR 70 THE WEST THE AC PAVEMENT FROM STA77ON 520+00 TO 503+5t SIE!IALL BE OVERLAYED TO PLACE TIME STREET 0?0WWV AT 77fE It UL 17MATF LOCA 7I09N 6' CAL TRANS FENCE X 2.1 MAX TO JOIN EXIST. PA VEMENT I CAL TRNS GRADES 1B 6 1B 6 AT FENCELINE 2: 1 MAX 12-'$ i.64%2�' 1.57 2 x EXISTING GRADE - IN CAL TRANS R/W 2 .- CONSTRUCAON C14 2 ( PUBLIC RIGHT 0 W De PALMA ROA 516+10 FROM STA 7701V 509+20 7538+30- 20 NTS EXIST GROUND Riv. Co. Std. No 109 ( PUBLIC RIGHT OF WAY 77= 9.0 R=5 0 m� 0� I� QUAAMTY . NIT SLOPE 1 1 CONS NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL f K&A 101201J ADDED CONSTRUCTION NOTES NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT 2 K&A 0312025 UPDATED CONSTRUCTION NOTES & QUANTITIES AND/OR A GRADING PERMIT HAS BEEN ISSUED. THE PRI VA TE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND M WOLIC ACCEPTABILITY OF THE DESIGN HEREON. IN THE DAYS WW EVENT OF DISCREPANCIES ARISING AFTER COUNTY NOS YOU APPROVAL OR DURING CONSTRUCTION, THE PRIVA TE TOLD: FUZEE DIAL 811 ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING MARK BY DATE A PUBLIC SERVICE BY AN ACCEPTABLE SOLUTION AND REVISING THE PLANS REVISIONS UNDERGROUND SERVICE Al ERT FOR APPROVAL BY THE COUNTY. ENGINEER A': �254JO5V-irai\StarmBrainWe Palma revised April 7093�Q85lhAP—DEPALIv1�-02dwg Layout: 24x36 C Last Seved 1ue Oct 29, 2O?3 — 4.59pm Cast Plotted. Wed Oct 30, 2013 — 6:21om 6'y Joses tZ 11-13-13 SEAL -ENGINEER BEC 3/19/25 QRpfESSJ 4� � No. 55534 * Exp. 12/31 /10 �2 C10- APPR. DATE 9TD1 CRL�F4�� COUNTY 0 m� m57& 1 9ff CJ 3 U�T1t)N NET S 2' MIN. OR AS DIRECTED 2' MIN. COLOPLANE EX. PAlIfNT TOSAWCUT AND REMOVE O 10 T ,�. EXIST; PA vEmENT DEPTH � EXIST. EDGE OF PA VEMENT P N 6 NTS NEW AGGRAGA TE BASE CONSTRUCT 5 1/2" A. C. PA VEMENT OVER 6" AGGREGA iE BASE Q�>_S 2,785 TONS A. C 1,300 CY A.B. TONS CY fB CONSTRUCT 6" A.C. PAVEMENT OVER 20" AGGREGA7F BASE 1,560 TONS A.C. 2,690 CY A.B. TO TONS 1C CONS 7RUCT 6" A.C. PAVEMENT OVER 14" AGGREGATE BASE 1, 01;6, 6 TONS A.C. 1,8so CY A.B. TONS CY C0NS77?UCT 8" TYPE "A-8" CONC CURB AND GUTTER PER RIVERSIDE CO. STD. DWG. 201 3,435 6,69ig LF CONSTI?UCT 8" AC DIKE PER RIVERSIDE CO. STD. DWG. 212 608 —6O�: LF (DICONS7RUCT 6' CONC. SIDEWALK PER RIVERSIDE CO STD. DWG. NO. 401 12,320 OeOW- LF 5 SAWCUT EXISTING PAVEMENT 70 LF 6 REMOVE EXISTING PA VEMEN T AND JOIN PER DETAIL ON SHEET 2 84,600 9-4; 689- SF 7 AC GRIND 0. 1' MIN. 300 SY REMOVE EXIS77NG AC DIKE 1,293 LF CONSTRUCT CONC GUTTER DEPRESSION CASE "C" PER RIVERSIDE CO. STD DWG NO 311 5 EA 11 CONSTRUCT 6' TEMPORARY AC SIDEWALK (2" THICK) 1890 SF 12 CONSTRUCT 8" TEMPORARY AC DIKE PER RIVERSIDE. CO. STD. DWG. 212 315 LF 13 EXIST TNG 20' LOCKING CHAINLINK GATE TO REMAIN 20 LF 14 CONSTRUCT 11' WIDE CONC. DRIVEWAY APPROACH PER RIVERSIDE CO. STD DWG NO. 207 230 SF 8—AC 0VERLA Y 0.1 ' MIN 7750 SF 16 CONSTRUCT CURB OUTLET PER RIVERSIDE CO. STD. DWG. NO. 308 6 EA 17 CONSTRUCT 8' TERRACE DRAIN PER DETAIL ON SHEET 15 8480 SF 18 CONSTRUCT INTERCEPTOR DRAIN PER DETAIL ON SHEET 15 2744 SF —8—CONSTRUCT DOWN DRAIN PER DETAIL ON SHEET 15 70 LF 20 CONSTRUCT 12' TERRACE DRAIN PER DETAIL ON SHEET 15 1570 SF 21 CONSTRUCT DOWN DRAIN / TERRACE DRAIN INTERSEC77ON PER DETAIL ON SHEET 15 3 EA 22 CONSTRUCT RIP -RAP ENERGY DISSIPATER PER DETAIL ON SHEET 15 6 CY CONSTRUCT 3" CLASS 2 AGGREGATE BASE ROAD ON 95X COMPRESSED NATURAL SUB GRADE 235 LF CONSTRUCT 8' TO 12' TERRACE DRAIN TRANSITION 196 SF 27 INSTALL TYPE L-1 OBJECT MARKER PER CAL TRANS STANDARD A73A 3 EA Z8 CONSTRUCT SPLASHWALL PER DETAIL ON SHEET 16 2 EA 29 CONSTRUCT CHAIN LINK FENCE AND GATE PER R. C. F. C. STD. M801 700 LF CONSTRUCT U-CHANNEL DRAIN PER DETAIL ON SHEET 16 510 LF 7RA T 30760-1 TRACT 30760-2 TRACT 31J7S0--3 0 8 B B R 1;1 FNCINERINC 357 N. SHERIDAN STREET BENCHMARK. MIL 1.5 ES NOR7N*EST OF THE POST OFRCE IN ALBERHILL AW Lp M 04 / /#,;'�/ (��` � E COU � l RIVERSIDE NHtt ► IVt SUITE 117 ALONG STATE 71, ON THE MLLOW BROOK RANCH WHICH �i �,✓1[ 4 LAND &4NNING CORONA, CALIFORNIA 92880 IS OWED BY NIT, LP. GORDEN 30 FEET NORTHOEST OF THE CENTER OF THE OR WWAY, 26 FEET NOR THOFST of �l Al SCHE A n L TEL. (951) 279-1800 THE CENTER OF THE HIGHWAY AND 1 FOOT *EST OF THE FENCE. A BRASS DISK FLUSH CONCRETE TAB ON STREET IMPROVEMENT P SURVEYING FAX (951) 279-4380 1N NIL AY �ngineenbg, Inc. SIDE OF TEMESCAL CANYOV RD. f/- 1700 FEET N'KY OF EAST 114 CMNER SECTION 17 W R5W. S 'DTI �S C 1. i 1 11 T S �' o y9s DATED: 1929 ELEVATION: 1182819 PREPARED BY.• R-C.E. NO 55534 �CALEFOR: w 0 jG01N7Y� 76* � 4 DA TE t of., s of to 13 _ _ NOT TO SCALE I FILE NO. Drawing. R:\144085�Finol\StreettVePa1ma\0851MP-DEPALMA-04.dwg Loyout• 2*36 L Last Saved: Tue Aug 17 2010 — 10:2Eam Last Plotted- Thu Aug 26, 2010 — 5:15pm By. AdaT Orawioq: F. j144085\Fonol\StreetlOePalmo�08SiUP—DEPALMA-05.dwg Layout: 2036 L Last Saved: Tue Aug 17,, 2010 — 10:29am Last Plotted• Thu Aug 26, 2070 — 5:25pm By Ada 9+00 10+00 11 +00 12+00 1 124 1 123 1 122 1 121 MAINTAINED BYI RCT WHEN COVER TO FINISH GRADE IS 2.0' OR LESS, CLASS C (420-C-2000) CONCRETE BACKFILL WILL BE REQUIRED FRO BOTTOM OF PIPE TO A MINIMUM DEPTH OVER PIPE OF 4". .*PRESSURE MANHOLE IS REQUIRED DUE TO FLOOD PLAIN_ WSE. CONSTRAINTS AND MINIMAL COVER. XIST. R/W EXIST. FUTURE EXIST. CONSTRUCTION R/W R/W "'TJ "" " - - - SECTION AT STA 10+25 w 1 16.4 TYPICAL FROM STA 10+00.37 TO STA 10+45.38 to 4M z . .� m - o 10' 0 10' to Ln co OP 1 -S R VIT \ M nr` TV A CAI nr DIDC r 1`0fDS _ _ INFORMATION NOTE 293. 5 7 L 36 RCP CLASS IV 1 6.74 LF 6 RC.P CL.ASS V PROFILE SCALE VAINFAINED BY RCTD M INTAI ED BY R TD I ALL X-SECTIONS TAKEN HORZ: 1 = 20 LOOKING DOWN STREAM VERT: 1"=5' L------J EX. FL00 PL \I,ANE \ (\ �00 EXIST. PRIVATE ACCESS ESMT. �l TR 30760 TRACT — � �l1NDARY x\k�x EXISTING HOR THEIF ACCESS\ h �I ,CANYON ACCESS ROA = -�\ ROAD v� 53 x�X\ fk RW-` EX FENCE14.,;. x�x_ MARKER (TYP.) } �1--ft 0 � ►) x—x x_ EX EDISON P.P. x r' Loj—x�x� (PROTECT IN _o ? _ x�x x —PLACE) T---+4 M _ 72 73 \ �� a�; ---_ -----� - - - hf - ( GUARDRAIL MAR ER m \ RET. WALL SCE - - _ \\ ROAD PER EET 14A FENCE & G TE _M M —M- 00 s - -�-- - PER SHEET 4A CONSTRUCTION - 36" STC- - GUARDRAIL —EX R/W PLAN VIEW 20 0 20 LINE "C" STA 7+ 63.40 Q NOTE.• WORK CONTAINED WITHIN THESE PLANS SHALL Al K&A 101201 O NOT COMMENCE UN77L AN ENCROACHMENT PERMIT K&A 03 202 AND/OR A GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND DIAL TWO WWK ACCEPTABILITY OF THE DESIGN HEREON. IN THE Bffm "„0 DAYS MH EVENT OF DISCREPANCIES ARISING AFTER COUNTY YOU DIC YOU DIC 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 LATERALS C1 & C1-1 DELETED REVISIONS 0 -M n S � 11+68.37 SEAL -ENGINEER BEC 3/19/25 QROFESSIpN N. A/ ql< � � a No. 65931 APPR. DATE �T9TFpF AL�Fo`��\ COUNTY 15 Al o s �� B J EX. DE LMA RD. .-------�--—ib----1/ ---- --- ----,i n LINE AND CURVE DATA NO. DELTA RADIUS LENGTH TANGENT 1 N80'40'10"E 9.51' 2 N 61 '36' 00"W 259.08' 3 N60'49'43"E 61.53' A 37'43'50" 45.00' 29.63' 15.38' B 57*34'17" 45.00' 45.22' 24.72' 53 CONST. 36" R.C.P. (D LOAD PER PROFILE) 56 CONST. MANHOLE N0. 4 PER RCFC STD. DWG. MH 254 SCONST. CONCRETE BACKFILL 72 CONST. HEADWALL PER CAL TRANS DWG D89 CONST LOOSE RIP RAP 1 /4 TON 2.7' THICK ROCK SIZE D50=21" 73 WITH12• FILTER BLANKET (MIRAFI 700X OR APPROVED EQUAL) 77 CONST. MANHOLE FRAME &COVER PRESSURE TYPE PER RCFC STD. DWG. MH 256 78 CONST. STANDARD PRESSURE MANHOLE SHAFT PER RCFC STD. DWG. MH 258 BENCHMARK. • AdS# 4064 0 S B 0 R N ENCjNEER/NC 357 N. SHERIDAN STREET 1.5 MILES NORTHWEST OF THE POST OFFlCE IN ALBERHILL TRACT 30760-1 IPJ 050193 TRACT 30760-2 IPJ 060006 TRACT 30760-3 IPJ 060007 Lp .j050194 SHEET NO. SUI TE 117 ALONG STATE 71, ON THE WILLOW BROOK RANCH WHICH COUNTY OF RIVERSIDE 6A IS OWNED BY MR. L.P. GORDEN 30 FEET NORTHWESTOF LAND PL4NN/NC CORONA, CALIFORNIA 92880 THE CEN7ER OF THE DRIVEWAY, 26 FEET NORTHWEST OF /��/ A 2 7EL. (951) 279-1800 THE CEN7ER OF THE HIGHWAY AND 1 FOOT WEST OF THE SCHEDULE A SURVMNC FAX (951) 279-4380 FENCE A BRASS DISK FLUSH IN CONCRE7E TAB ON N'LY STORM DRAIN PLAN - DE PALMA ROAD SIDE OF 7EMESCAL CANYON RD. +/- 1700 FEET N'WL Y Engineering, Inc. OF EAST 1/4 CORNER SEC77ON 17 T5S R5W. UNE T"° 6 OF SHTS DA IED: 1929 ELEVA LION: 1182.819 PREPAR Y - R. C.E. NO. 65931 SCALE: FOR.- w 0. COUNT NO 9 H DATE 3111f25 H.• 1 =20 V 1,� =5 Drawing: R.l254305�Final 'l Street iiDePalmalDePalma'iPlan Revislons�3051MP—DEPALMA-06A.dwg Layout 24x36 L Last Saved. Fri Feb 28, 2025 — 9.50am Last Plotted: Tue Mar 11, 2025 — 9:58am By. mark.nguyen 8+00 EXIST. 1240 R/W .. _...._ . .. ...... __... _.._...... -- _._. _..- _ _._..._. -- - 1230 - .._...._ w ._.._.. _.. _ ... _._.... - -`- Cb r _VOID PLAN- VIE W LINE "C" STA 7+ 82. 54 - 11 + 684 37 WK&A ]0/2C13 LA TFRALS C1 dC1-1 DELVED SEAL —ENGINEER OW NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT SHEET DELETED DUE TO SUBSTANTIAL CHANGES AND/OR A GRADING PERMIT HAS BEEN ISSUED. RpESSIp THE PRI VA TE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND �y DIAL ACCEPTABILITY OF THE DESIGN HEREON. IN THE No. 55534 A Bffoff DAYS �E EVENT OF DISCREPANCIES ARISING AFTER COUNTY YM APPROVAL DR DURING CONSTRUCTION, THE PRI VA TE * ex�. 2/31 /i o TOLL FREE DIAL 811 ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING MARK BY DATE APPR. DATE STgrF clvti� A PUBLIC SERVICE BY AN ACCEPTABLE SOLUTION AND REVISING THE PLANS oFca�a� UNDERGROUND SERVICE ALERT FOR APPROVAL BY THE COUNTY. ENGINEER REVISIONS COUNTY Drawing f�: �25430�tFinal�SformDroin�De Palma revise8 April 2013�0851AA1P-DFPALMA-06.dwg Cayouf: 24x3fi L Last Saved #Ned Oct 50, 2013 -- 6:25am Cast Platted Wed Oct 3D, ?013 - 6:28am By JoseS EXIST. C CL DE PALMA ROAD 82' 14' ARIES 20'- 34 L STORM DRAIN 7' S8* W80 W12!%J-36" R.C.P. SECTION AT STA 10+25 FUTURE Ir R/W TYPICAL FROM STA 10+00.37 TO STA 10+45.38 10' 0 10' �� IIIIIIII INFORMATION NOTE ... .......... ALL X-SECTIONS TAKEN LOOKING DOWN STREAM LINE AND CURVE DATA NO. DELTIC RADIUS LENGTH TANGENT 1 N80`40'1O"E 9.51' 2 N61'36'00"W 172.79' A 37'43'50" 45.00 29,63' 15.38' B 8'06'04" 90 DO' 12.73' 6 37' C 0*32'12" 4807.02' 45.02' 22.51' D 48-56'02" 144.00' 1122.98' 65.52' 14'-28 tj.TEE S CONST. 36" R.C.P. (D LOAD PER PROFILE) 56 CO ANHOLE NO. 4 PER RCFC STD. DWG, MH 254 SCONST. CON.ACKFILL 72 CONST, HEADWALL PE TRANS DWG D89 73 CONST. LOOSE RIP RAP 1/4 ' THICK ROCK SIZE D50=21" WITH 12 FILTER BLANKET (MIRAFI OR APPROVED EQUAL) 77 CONST. MANHOLE FRAME & COVER PRES E PER RCFC STD. DWG. MH 256 78 CONST. STANDARD PRESSURE MANHOLE SHAFT PER STD. DWG. MH 258 TRACT 3tJ7E .-1 iT' �19,3 TRACT 30760 ! 0006 TRACT 30760-3 iP ENGNEERING 357 N. SHERIDAN STREET BENCHA4ARK.• 1.5 MILES NORTHOEST OF THE POST OFFICE IN AIBERHILL M # 4 4 # SHEET NO SUI TE 117 ALONG STATE 71, ON THE MLLOW BROOK RANCH WICH IS OWED BY MR LP. ORDEN JV FEET NORWOEST of � ,� �f R1 �� 6 1. Idi LAND MANNING CORONA, CALIFORNIA 92880 THE CENTER OF THE DRIVEWAY, 26 FEET NORTHWEST OF JOAN SCHEDULE TEL. (951) 279-1800 THE CENTER OF THE HIGHWAY AND 1 FOOT WEST OF THE SURVEYING FAX 951 279-4380 FI VCE. A BRASS DISK FLUSH IN CONCRETE TAB ON N'LY n f' STORMDRN PLAN DIE PALM ROAD Engineering, Inc. SIDE OF TEMESCAL CANYON RD. f/- 1700 FEET N'WLY OF EAST 1/4 CORNER SEC71ON 17 US R5W. w �� T 4F 9 SHTW DATED: 1929 ELEVATION: 1182,819 .. ARED BY IQ C.E. NO. 55534 FOR: W.0. COUNrY SCALE- H: 1 "= 2©' V 1 `5' _ + DA7E �p 3o�Zt� f3 FILE NO, • •y 10+00 11 +00 12+00 13+00 14+00 . , ________......_.,__.........._._.___.._...._......_...._._: w__..___._._ ......_..___-_---.-..._._... _ ..___ .-..:_� ___-.. __ _...-- _ _....,__ �. _.._. -_ - _. L NOTE. CONTRACTOR SHALL PROTECT IN PLACE A L- ...-- _ ..... Y __ ' - - - ---- .._ ___ _- ;.. --.. .... -' -- - - _ .. - --- ..._.. _. - .. __ ..-- ---.---.. __ _ ;. _ .__._..-__.._ ..._ �____ _.__.-_..- __._._ -_.__ __� ..._. 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'-- ". � A -_�ATA', - �jj� 1200�dr a _ __ - __ .,.. ..... _. _...... ,. ..., .-..,.., .._.. rnln_..... !'a f .., _ 1200 -__._.....:..._._....- __.._._._--__--_�.�__._.__�.._._ . ---- -- -- --;u. -- - - -- �C �,,,,, A.... S ......_.. _.._� .---.. _. -_ --------'- - - -- .--- M - �R .._ _ , --- .... ... _.__._ ...._._ - --- - .�.-.... -- _ -' - 119 - - V : - : -- -. _ -..._ - - - - 00411�24; R CL�CSSC7 .__ _.. �� LF f8" RCP-CAS._1v_. w __ __. �m �_.._... _ ____ -- __ _ __.._ ___ -� __ _ __ ._ _ _ __._ ._ _r____.__ MAINTAINED BY R.C.TD.r. _ --. _ _ ..._ _ _ _ -_ --._.--_..._� __ _. __.� � -.__ -- -- .. MAINTAINED BY R C.T.D. _ .w _ - _- . . ; . r__. _... �. _..- ----- - _.....__._ ._ - . _.:.__... ____ -- . -- �__ . . - - - ' -- --.._.__ . -- _........ _. . . - . ..-..- - _._- _..... _ _... _ _ - - -- _. -..._ - _.............. PROFILE SCALE W........ _..... : _ ___ _ . _.._ _.. _ --__ .-----____ - _- _ -- - --- - - - ...: . _..u_ _.__.. - -- -_ -- - - - -- __.. - - - _ - _ w_ _ - _._... ---- - _ __._._ . HORz• , 1 20 y __ . _ __�__-__._.-, ..__.__ _..__� _- _ _ _._...-... .-. _-- ___. ___ - -_ _ . -.... __ _ . _.� _. -.... -- -- - -_ - - - - .... r __._ __._ ._ , VERT 1 - 5 FENCE & C MA RD R/w DE PAL1 86' MIN VARIES 48 MIN VARIES 38 I ) 6' 32' 38' fi, q- STORM DRAIN 2% 2% 2% �� 0-24" R.C.P. SECTION AT STA 12+00. TYPICAL FROM STA 10+64.45 TO STA 13+12.42 10' 0 lop - - -I- ........... ... �...... -1 INFORMATION NOTE I ALL X-SECTIONS TAKEN LOOKING DOWN STREAM SPEaFIER CRAM R/w 10 VARIES 2% . ! .I{.' - cl Y C �Ik6 FOP,24{y 24 / Sir 0,8 .. F " FGP-i 36 1.4 11 7.9 F 'P-�4 42 1. V 1.4 as FGPAW 48 1.9 1.5 9.9 5. 2.3 1.8 ' 1. FGP-6.= 72 2.8 12 its h"GP k0C $4 3.2 -_ � �. 15. 9 FCP 7 SO FIG UCII 120 4.6 &5 21.9 FGP-12kGa 144 5.6 1 42 26.,2 FISM4.00 168 6.5 4.9 3D.1 FGP-I&W 192 Tka &6 X4 FGP.I &OC1 216 8.3 6►.2 .2 F R-21.+ 252 6. 72 44k� f P-26. I 336 13,E 05 NP a 1.EX. CALTRANS 36`" CMP PIPE�.1 PROTECT IN PLACE §' 51 CONST. 18„ R.C.P. (D LOAD PER PROFILE) Im {�, 52 CONST. 24" R.C.P. (D LOAD PER PROFILE) c c;l 55 CONST. MANHOLE NO. 1 PER RCFC STD. DWG. MH 251 0:+ 1 _jl0 56 CONST. MANHOLE NO. 4 PER RCFC STD � DWG. M 254 A=45 ©0 00 , B=24 , C=5.32', D1,2=36 , R=1213.42, S=1213.40 14 62 6 64 CONST, CATCH BASIN PER RCTD STD. DWG. 300 PLAN VIEW 74 INSTALL CONCRETE BULKHEAD PER RCFC STD. DWG. M 816 NOTES 1. SWe C*P1dty Ml Il of flUx*MM &dkb n pior to inn fiftringby1 . 2. Find ftw rale 1wiu s saktyF *f 2. I Fk4mr&PIus Cam 8aein hilts InswU are available In tf* sWxlard skes (im siw* or In cudom sim. Call 14r doh an custm tize ineeft 4. Avaitable with tweawd mount package indudlq [g try alowing rnaEntenwim acem f k I Flr> 4w d+Pkm liner lnswb sWdbiused In ow4unction with a r ar malrbmince program, Referty MWVA0dL*WS IWANrta0111110111011 d It 11twwCe uldef . . LINE AND CURVE . DATA ....... N. . DELTA RADIUS LENGTH .. TANGENT .. ... (A> 55'08'55" . 45.00$ 43.31' 23.50' B 2'57"18" 4808.02' 247.98' 124.02' 4816'09" 45.00' 37.91' 20.16' 1 N50*34'09"E 15.23! 2 N28-58'05"W r 31.23' 3 . --tN71'24'30"'E 63.38$ 20' 0 20' 11 r� INSTALL FLO-GARD +PLUS FILTER MODEL # FGP-14.00I PER DETAIL ABOVE N E o 74 sTA o+ 0D. �0 - J+ 81. D/ TRACT 30760-1 IP 06 TRAr� T 30760-2 1 06 TRACT 306-3 Ifs 06 . . NOTE.• WORK CONTAINED WI THIN THESE PLANS SHALL K&A 1012013 LATERAL D2 DELETED -/ 3 SEAL -ENGINEER BENCHMARK. M10 41 LPG SH'EE�' i NOT COMMENCE UNT1L AN ENCROACHMENT PERMIT ©S B tl R i E�1G/�,�R/NG 357 N. SHERfDAN STREET 1.5 MALES N(iRiJ�'WE'ST OF THE POST CIFt7CE IN ALBERHILL SUI TE 117 ALONG STATE 7� ON THE WILLQW BROOK RANCH WHICH �'�� OF RIMRSIDE AND/OR A GRADING PERMIT HAS BEEN ISSUED. eRo'�slo, �s oaavD er,ui t.PDErraT n�rRT�rr r -, A- o F- 9< '.. 1AN� PL�AN11ING CORONA, CALIFCJRNfA 9288D THE CENTER OF THE DRIVEWAY, 2S FEET N(JRTT WST OF � � 7 .. 1.�Q'I e. ;k .R THE PRIVATE ENGINEER SIGNING THESE PLANS IS �`� << F 5CHEDU A �� 9 �� TEL. (951) 279-1800 7HE CENTER OF THE HIGHWAY AND 1 FOOT WEST OF WE RESPONSIBLE FOR ASSURING THE ACCURACY AND � "Z- ti i ACCEPTABILITY OF THE DESIGN HEREON. 1N THE U T" SURWYING FAX (951) 279-4J80 FENCE A BRASS DISC FLUSh! IN CONCRETE TAB (ilY N'LY 5TO� DRAIN � N ` DE PAS ROAD No. 55534 M .SIDE OF 3EMESCAL CANYON RD. t/ 1700 FEET N'KY CLAYS WW EVENT OF DISCREPANCIES ARISING AFTER COUNTY EX . 1z 31 10 Engineering Inc. OF EAST 114 CORNER SECTION 17 T5S R5W � � ,� - _ ENE "�" �' �19 ylwYOU D(G APPROVAL OR DURING CONSTRUCTION, THE PRI VA TE s �� DATED: is29 ELEVATION: 1182819 OLL FR ` DIAL 811 ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING '9 C10- A PUBLIC SERVICE BY AN ACCEPTABLE SOLUTION AND REVISING THE PLANS t, L BY DATE REVISIONS APPR. DATE FOF-CA�_NF � PREPARED BY.• R.C.E. N0. 55534 SCALE.' _ FOR.- 3 � COUNTY UNDERGROUND SERVICE ALERT FOR APPROVAL BY THE COUNTY. ENGINEER COUNTY - DATE H• I„_20' V.• 1 --5, FILE NO. 7 �' R: �254305`Firrol\StormDrainjDe Palma revised April 20i3\4851MP-DEPAL1VA-07..dwg Layout: 24x36 l Lost Saved: Mon Oct 28, 2013 - 2-52pm Last Platted- Wed Oct 30, 2013 - 6:47am 8y. JaseS Drawing. R. k254J051F0a1 j5tormDrain \De Palma revised April 2013\0851MP—DEPALMA-9Qdwg Layout: 24x36 L Last Saved Mon 00 28, 2013 — 2.• 52pm Last Plotted' shed Oct .30, 2013 — 6: 59am By. JoseS r • • •j 11 +00 12+00 13+00 —� EX —CAL 1RANS 66" CSP� PROTECT IN PLACE EXIST POWER POLE 16 4765549E ' EXIST o CONSTRUCTION II I 518 EXIST EP _ 28.67' 85.44) IN 71 w-t91C DE PALMA II o / V N T_ M O 40 o ' 12 00.00 NOTE: CONTRACTOR UTILITIES STORM DRAIN SHALL PROTECT IN PLACE CROSSING OR PARALLELING UNLESS OTHERWISE THE NOTED. ALL COU IIIIIIlTY I ESURFACE ROPOSED FINUSH _ 1220 1220 PA — W1 1218.13 PROPOSED- SU FAC 1210 1208.83 — — IP# 0501931210 FUJ SD TOR DRAIN PL N EET 39 1206.74 TOP S uri 1200Lu S 1200 U 1190 1190 , % ,, - o w oo = c s Q =1 0.0 fs o a Ps 00 V a X.X ps w PROFILE SCALE o 4- HORZ: 1" = 20' Oil I 1 1VERT: 1" = 5' 4 ;T-". F ANIII gimmem TI ff A 1A LATERAL E-1 �. , 517_p,&A A,?QAa N IN --- cn \\ 11 W 72 � I 05 N \ 1 Q Z \ \ N CD \� \ Z 07 i Z N o PN 39 8 / W — \ Q W LAT. "E-1 " STA.10+ 00. 00 - 12+ 44. 05 W � Q o O Q NOTE: WORK CONTAINED 107HIN 7HESE PLANS SHALL 2 K&A OJ 2025 SHEET REPLACED DUE TO SUBSTAN77AL CHANGES O NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT o j C=j AND/OR A GRADING PERMIT HAS BEEN ISSUED. w o THE PRI VA TE ENGINEER SIGNING THESE PLANS IS z RESPONSIBLE FOR ASSURING THE ACCURACY AND cn w DIAL TWO WMM ACCEPTABILITY OF THE DESIGN HEREON. IN THE Q m BEFORE DAYS BEFORE EVENT OF DISCREPANCIES ARISING AFTER COUNTY YOU DIG YOU DIG APPROVAL OR DURING CONSTRUCTION, THE PRIVATE o� TOLL FREE DIAL 811 ENGINEER SHALL BE RESPONSIBLE FOR DE7ERMINING MARK BY DATE Q_ e ' A PUBLIC SERVICE BY AN ACCEPTABLE SOLUTION AND REVISING 7HE PLANS REVISIONS Q UNDERGROUND SERVICE ALERT FOR APPROVAL BY THE COUNTY. ENGINEER Drawing: R. �254505�Final�Street�DePolma�DePalma�Plan Revisions�505/MP—DEPALMA-71A.dwq Layout. 24x36 L Lost Saved: Tue Mar 11, 2025 — 9:59am Lost Plotted: Tue Mar 1/, 2025 — 9:59om By, marknguyen v '/W W PROFILE CB #20 W=14' vv 519+31.51 ST. STA _ 1+43_�6 FOR PROFILE —SEE SHEET 12 LAT AX-1 1220 _-- - 10 � I BASIN #1 EXTENDED I DETENTION BASIN I BOTTOM=1217.0 I sd .• . � I . _ � I A \ \ I e A ' \ \\ I • a e' a' I e• e• s A e \ I I SEE TR. 30760-1 IP# I ` . °4 050193 STORM DRAIN I PLAN SHEET 39 FOR EXTENDED DETENTION \ BASIN DETAILS \ I — JI PLAN VIEW BEC 3/19/25 SEAL -ENGINEER N ly 9" C No. 65931 APPR. DATE uTgTFOF CAS COUNTY n NOTES 51 CONST. 18" R.C.P (D LOAD PER PROFILE) 54 CONST. JO" R.C.P. (D LOAD PER PROFILE) 62 CONST. CATCH BASIN PER RCTD STD. DWG. J00 6 5 CONST. TRANSITION STRUCTURE NO. J PER RCFC STD. DWG. NO. TS JOJ 71 CONST. JUNCTION STRUCTURE NO. 2 PER RCFC S1D. DWG. JS 227 72 CONST. HEADWALL PER CAL TRANS DWG. D89 CONST. LOOSE RIP RAP 114 TON 2. 7' THICK ROCK SIZE D50=21 " 73 WITH 12 FILTER BLANKET (MIRAR 70OX OR APPROVED EQUAL) 74 INSTALL FLO-GARD +PLUS FILTER MODEL # FGP-14.00 PER DETAIL ON SHEET 7 LINE DATA N0. DELTA LENGTH 1 1 N56'37'6"W 244.05' 21 N19'14'15"E 24.81' 31 N10'34'43"E 1 43.06' STRUCTURAL DATA TABLE STRUCTURE A B C ELEV R ELEV S TS- 3 75.86' 30" 48" 1187.25 1186.49 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. 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 GROUND U77LITY EITHER INSTALLED BEFORE OR AFTER THE DA7E OF THE PREPARA77ON OF THESE PLANS CON7RACTOR 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. BENCHMARK. • A4S# 4064 gyp# 050194 SHEET NO. 0 S B 0 R N ENGINEERING J57 N. SHERIDAN STREET 1.5 MILES NORTHWEST OF THE POST OFFICE IN ALBERHILL SUI TE 117 ALONG STATF 71, ON THE WILLOW BROOK RANCH WHICH COUNTY OF RIVERSIDE 11A LAND PLANNING CORONA, CALIFORNIA 92880 IS OWNED BY MR. L.P. GORDEN 30 FEET NORTHWEST OF THE CENTER OF THE DRIVEWAY, 26 FEET NORTHWEST OF TEL. (951) 279-1800 THE CENTER OF THE HIGHWAY AND 1 FOOT WEST OF THE SCHEDULE A SURVEYING FAX (951) 279-4J80 FENCE. A BRASS DISK FLUSH IN CONCRETE TAB ON N'LY STORM DRAIN PLAN - DE PALMA ROAD Engineering, lnc. � EAST 1/4 COF CAL CANYON RD. ORNER SECTION 17 1551RW FEET N'WLY STORM DRAIN - LAT Sf if OF V SH DATED: 1929 ELEVATION.• 1182819 PREPA R.C.E. NO. 659J1 FOR. W.O. COUNTY SCALE- TE 3/11/25 FILE NO. 964 10+00 11 +00 = A - ..... _ 1220 1210 1200 1190 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 fc=5,000 psi FOR VELOCITIES EXCEEDING 20 FEET PER SECOND AND f'c=6,000 psi FOR VELOCITIES EXCEEDING 30 FEET PER SECOND. LINE AND CURS DATA NO. DELTA RADIUS LENGTHTANGENT ill N OO"00'00"E 9.66' 121 70'32'34" 22.50' 27.70' 15.91' 3 N70'32'34"E 216.90' 4H N 10'34' 4339E 1 43.06' N oTES NST. 18" R.C.P (D LOAD PER PROFILE) 53 CO 6" R.C.P. (D LOAD PER PROFILE) 62 CONST. CA ASIN PER RCTD STD. DWG. 300 72 CONST. HEADWALL CALTRANS DWG. D89 74 INSTALL FLO—GARD +PLU ER MODEL # FGP-14.00 PER DETAIL ON SHEET 7 NOTE. WORK CONTAINED WI THIN THESE PLANS SHALL K&A 10 2013 REVISED LA TERAL E-1 ALIGNMENT & L,4 TE17AL AX-1 HEADWALL f� �I- 3 - SEAL —ENGINEER BENCHMARK. • # . NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT 2 K&A 0212025 SHEET DELETED DUE TO SUBSTANTIAL CHANGES BEC 3/19/25 © S B 0 R ENGINEERING 357 N. SHERIDAN STREET 1.5 MILES NORTHWEST OF THE POST OFFICE IN ALSERHILL SUI TE 17 ALONG STATE 71, ON THE WILLOW BROOK RANCH W�I1CM AND/OR A GRADING PERMIT HAS BEEN ISSUED. �� sslQ; Is ONVED BY MR L.P. GORDEN 30 FEET NORTH#EST OF �o e CALIFORNIA 92880 THE CENTER OF THE DRVWWAY, 26 FEET NORTHWEST OF THE PRIVATE ENGINEER SIGNING THESE PLANS IS �. r LAND PANNIiVG CORONA, �`� �` 9y 2� TEL. (951) 279-1800 THE CENTER OF THE HIGHWAY AND 1 FOOT WEST OF THE RESPONSIBLE FOR ASSURING THE ACCURACY AND FFYCE A BRASS DMW FLUSH IN CONCRETE TA5 C�V N'LY Dk ACCEPTABILITY OF THE DESIGN HEREON. IN THE CD m MING FAX (951) 279-4380 No. 55534 SILTE OF TEMESCAL CANYON RD. +/ 1700 FEET N'WLY BUM«l i DAYS BffW EVENT OF DISCREPANCIES ARISING AFTER COUNTY * Exp. 12/3/14 * Engineering, Inc. Of EAST 114 CORNER SEC17ON 17 T5S R5W ym CC YOU DIG APPROVAL OR DURING CONSTRUCTION, THE PRI VA TE s �� DATED: tszs E1EVATTav: 11e2819 TOLD. FREE DIAL $11 ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING T9r�� o� MARK BY DATE APPR. DATE kC �A I'PREPARED PY \ R.0 E NO 55534 SCALE - AN A PUBICRVlCE BY AN ACCEPTABLE SOLUTION AND REVISING THE PLANS REVISIONS - DA 10� Sy7_r f ?� _ AS NOTED >< UNDERGROUND SERMCE ALERT FOR APPROVAL BY THE COUNTY. ENGINEER COUNTY _--�---- Drawing: R: \254305\ nal\Stormftin\De Palma revised Agri! 2013\0851MP—DEPALMA-11.dwg Layout: 24x36 L Last Soved: Tue Oct 29, ?_013 _ 343pm Last Plotted- Wed Oct 31 2093 — 709am By JoseS LP` Sr�t >t COUP OF RIVERSIDE SCHEDUt E NAAP SM T IMPR0VEMEN' PLANS LAT Sf of 18sx SPECIAL NOTES WHEN COVER TO FINISH GRADE IS 2.0' OR LESS, CLASS C (420—C-2000) CONCRETE BACKFILL WILL BE REQUIRED FROM BOTTOM OF PIPE TO A MINIMUM DEPTH OVER PIPE OF 4". NOTE.• WORK CONTAINED WITHIN THESE PLANS SHALL K&A 7RTNOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. THE PRIVA TE ENGINEER SIGNING THESE PLANS IS vvvvvvvgvvvv"""r^^ AVVVVVVVVVYVVVqVV~ RESPONSIBLE FOR ASSURING THE ACCURACY AND . ACCEPTABILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY Youm APPRO VAL OR DURING CONS TRUC TION, THE PRI VA TE TOLL rorr DIAL R11 ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING 3 I REMISED LA TERAL AX-1 HEADWALL A PUBLIC SERVICE BY AN ACCEPTABLE SOLUTION AND REVISING THE PLANS MARK BY DA7F UNDERGROUND SERMCE ALERT FOR APPROVAL BY THE COUNTY. ENGINEER Drawing: R: \254305� Final \Storml)rain \,9e Palma revised April 201310851MP—DEP/LMR-12.dwg Loyaut: 24x36 L Last Saved: Mon Oct 28, 2013 — 2:59pm Last Plotted. hued Oct 30, 1.013 -- 7:12am 6y kses REVISIONS SEAL --ENGINEER 9 No. 55534 Exp. 12 /31 /14 c IV APPR. DATE 9T£oficAt' COUNTY o s B © R ENGINEERING . LAND PUNNNC SURMINC Engineering, Inc. PREPARED BY.• W BENCHMARK. t&# 4E J57 N. SHERIDAN STREET 1.5 MILES NORTHWEST OF THE POST OFFTCE /N ALSERHILL SUI TE 117 ALONG STATE 71, ON THE WILLOW BROOK RANCH WN1CH CORONA, CALIFORNIA 92880 IS 0MV0 BY MR L.P. GORDEN JO F€ET NOR IMNE'ST OF THE CENTER OF 1HE DAYWWAY, 26 FAT NORTHWEST OF TEL. (951) 279-1800 THE CENTER OF THE HIGHWAY AND 1 FOOT WEST OF THE FAX (951) 279-4380 SCE. A BRASS D15TC FLUSH IN CONCRETE TAB ON N'LY SIDE OF T£MESCAL CANYON RD. +/- 1700 FEET N'WLY OF EAST 1/4 CORNER SECTION 17 T55 R5W DATED: 1929 ELEVA770N. 1182.819 R. C. �: N0. 55534 FOR.• DA TE 1013 d l LOI 3 SCALE.- H. 1"=5s V. 1"=5' W.O. 1 COUN 1 II '19SH EXISI 77NG SURFA CE DE PALMA ROAD ----------- --------- --- .. ...... Rlw & (COUNTY MAINFAINED) - --------- TTRESS TOP OF BU Rlw FENCE -CUT BA CK PROPOSED -- - --------- .... SURFA CE J8; - ----- ---- . ..... .. 10' CIL 17' EXIS TING 8' 12 11, 14' .. .... ...... ... 6' ... .... 120 1 0", 2Y. 21., 27 2Z 2 - t fyvt V NEIvc Q SLOPE CONS7??UC770N AND RECONSTRUC77ON AND EXCA CONSTRUCT BUT7PESS AND SURDRAIN IN ACCORDANCE REQUIRED BUTTRESSES SHALL BE IN ACCORDANCE W/ THECHNICAL REWEW OF 40 SCALE GRADING PLANS AND WN GEOSOILS GEOTCHNICAL STUOY (WO, - ------------ 142J PLAN Ic -- ---- L RETAINING WALL DESIGN PARAMETERS, COUNTY OF RIVERSIDE 'FOR 7- A 4 - SC) DA TED SEP T 22, 2005. CT MAP NO. 30760-1 HORSETHEIF CANrON AREA, RIVERSIDE COUNTK RIO & PROFILE _- ----- CALIFORNIA" DATED SEPhSMBER 22, 2005 AND PREPARED BY *SEE SHEET 10,, . ......... . PRIOR TO THE CONSTRUC77ON OF TRACT J0760 TOE OF it GEOSOILS INC. (WO. 42J7-A4-SC) AND SUBSEQUENT REPOKS AND F" ON -SITE PUBLIC IMPROVEMENTS BUT7RESS BACK -CUT 37' EPARA TE ROUGH GRADING PLAN MUST BE A S AND ELEVA FION OF THE SUBDRAIN TO BE 00ERYINED IN THE FIELD BY 51,g UNE E A INDIOR HOME Sf TES UPDA 7ES THE FINAL DIMENSION OF THE BU 77RESS, EXA C T L OCA TION 9, ------ APPROVED BY RIVERSIDE COUNTY DEPARTMENT THE ON -SITE GEOTHECHNICAL ENGINEER 77, CONS T, C, SE OF BUILDING AND SAFETY E. 7 `20' .. . . ...... I----------- .... .... .. - 22 'K x .... .... . .......... ... . . ..... FOR PLAN & PROFILE ------ FT 7 Z77 Ni 77t��` SEE SHE :'OR PLAN Z" & PRO FILE UNE D SEE SHEETS 11 & 12 Exts PLAN v �D W Zy UNE AX-1 -0 . ....... . v j _4q 2 iw, 7 7L,7� 7 X �N L IN�) /T J �_7 ;HEET 11 Z, i E- 14 R� J0760-1 FOR 5 0 019J STORM L)KI411V ll`-LAIV.� 7�p,� 4.;1 P 4,l 7�4 IN SKE r SHEE T 39 FOR BA S 2 X 77 RUCFURE LIL IAIL 24 _T 7. 4_:- J076"L FOR 41 7t A SETR, 0 f X- NAN,�\ SEE TR, J0760-1 IP# )19J STORM DRAIN PLAN i,�- 'J. -PROPOSED IMPRO VEMEN TS - _7 SHEET 40 FOR SAND �;l �ILTER BASIN DETAII s N JI d A 13 1 ., " _ , � Z 0 Fos I I : .2. FIG Ll 'MIM3 PL -T EXIS 4 if 7 LZ Y I A Arm% 0 mm% V �11 4� G4 I LI) �J NQ h 4 AZ� - I -A IVY cj _'A Z, p�, < A- ,4 A I rx- m 9�7:� . . . . . . . . . . . . . . . A", 7 A? - /Ij 777��77,77_ 10� L IN '1. 16, 17-7 / , /` t �k 77 77T T 7777777- g 7�1 E XISL SD m m . ........ "Q' Z. FOR 7" M 8 1011&ti� .S I T 9 �1 BAGA-Cut nj ....... . . . . . . . NE F EXISI 77NG 18 SUII CE "g, p� 'M "'AN L v N PROPOSED gg, SURFA 1 N��_2,�_ -7- -------------- 9, CE f Y-,"j 15 MAINT ffi,"R FOR PLAN & PROFILE ROAD 7 SEE SHEET 8 ZIA a . . . ...... . UNE G 0, % A OF 3�; :sr orawi R/w I N t 6A 100- YR1 Lfw PER: A-Ek CA kc _-ANQ &I JUNE\1 7- 200J 16L I 36 2A22. 0 NI DE PALMA ROAD (COUNTY MAINTAINED) 8,5; Rlw & FENCE I 10'__ J81 CIL J2 8 12' 12' 1 ? 12 F__F� 1 1 271, 2Z EXCA VA 7F AND CONS7RUCT 6U RRESS AND SUBDRAIN IN ACCORDANCE L fTr_ VIr W Ur W Ot Lr UITAUffWY rf-AIVI.3 ANU WALL DESIGN PARAMETERS, COUNTY OF RIVERSIDE -1 HORSETHEIF CANYON AREA, RIVERSIDE COUNTY, 7EMBER 22, 2005 AND PREPARED BY TOE OF J7 42J7_A4-SC) AND SUBSEQUENT REPORTS AND HU TTRESS BA CK- CU T FINAL DIMENSION OF THE BU TTRESS. EXA C T L OCA 77ON EL OF THE SURDRAIN TO BE DE7ERMINED IN THE FIELD BY jr jr jp ON - S1 7TE L ENGINEER. _$FCWN A - A SCALEV: 1'�=20' CONS7RUCT CHAIN L100 AND 6A 7F PER R. C. F C S T9. M801 Jr.. iz_ 'rRETA CONS7RUCT INING WALL PER SEPARA 7E PLAN RnAD WA Y EMBA NKMEN T FOR DE P A LMA %.l 81 a NOTE. WORK CONTAINED INTHIN THESE PLANS SHALL K&A 101201J ADDED EXTENDED DE7EN770N BASIN, ADDED SAND FIL TER BASIN TNOT COMMENCE UNTIL AN ENCROACHMENT PERMIT & REWSED LINE E ANDIOR A GRADING PERMIT HAS BEEN ISSUED. K&A 0212025 SHEET REPLACED DUE TO SUBSTANTIAL CHANGES 7HE PRIVATE ENGINEER SIGNING THESE PLANS IS ANAMPAWA&I II'l AYVVVVVVV.A&A&V.V~ RESPONSIBLE FOR ASSURING THE ACCURACY AND DIAL M WOM ACCEPFABILITY OF THE DESIGN HEREON IN THE Nm DAYS MW EVENT OF DISCREPANCIES ARISING AFTER COUNTY YOUDIG YOU DIG A PPRO VA L OR DURING CONS TRUC TION, THE PRI VA TE 70"LL FREE DIAL 811 ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING BY DA TE A PUBLIC SERVICE BY AN ACCEPTABLE SOLUTION AND REVISING rHF PLANS —I REWSIONS UNDERGROUND SERVICE ALERT FOR APPROVAL BY THE COUNTY ENGINEER R.- �54305 Fincl Stormll?raio De Palm a re vised April 20 1.3 \ 085fMP-DEPALMA - 14. dwq Layout: 24xJ6 L �jsf Saved: Wed Oct 30, 2073 - Z-17am Llost PlI Wed Oct 50, 201" - 7:19cm 3), joses SCALE., I"=60' Nommomwommw 0 60 120 180 240 SEAL —ENGINEER 0 s B 0 R BENCHMARK: Allfit-4064 1.5 MILES NORTHOEST OF THE POST 0MCE` IN ALBERHILL SUIFE 117 ALONG STA 7E 71, ON THE NZILOW BROOK RANCH JOHICH BEC 3/19/25 fS ONNED BY MR. L.P. GORDEN JO FEET NORTHMEST OF LAND AMNING CORONA, CALIFORNIA 928,60 7HE CEN7ER OF THE DRIVEWAY, 26 FEET N0R7H#EST OF TEL. (951) 279-1800 THE CENTER OF THE HIGHWAY AND I FOOT *EST OF THE FENCE A BRASS Df-W FLUSH IN CONCRE7F TAY ON NIL Y SURVEWNG FAX (951) 279-4380 4 No, 55534 m SIDE OF 7EMESCAL CANYON RD. +/— 1700 FEET NKY Exp. 12/31/1 �0 Engineering, Inc. OF EAST 114 CORNER SEC`770N 17 T5S R5W APPff DA 7E cjv� 5 PREPARED 9 K R. C E NO. 555J4 OA7M- 1929 ELEVA170N. 1182.BI9 FOR: 1 —1 CA, ( Ila 17a SCALL COUNTY DA 7E p I- AS NOTED 1 SLOPE FINISHED SURFACE SLOPE FINISHED SURFACE 12" BEND 6" 3' 6" s 2 - 6"X6" W. 4XWl. 4 5 1 a (W. W.M.) FL BARS 3" CLR � DOWVDRAIN ANCHOR'S CONSTRUCTED (Typ) EVERY 10' IN VER77CAL HEIGHT AND ' AT TOP AND TOE OF DOWNDRAIN 7J 6 - #4 BARS ` A A L)ETAlL SAMW A:A NTS NTS B DOWNDRAIN FL IN TERRACE DRAIN TERRACE FL IN ELEVA77ON (ELEVA TION PER PLAN) DRAIN DOWDRAIN 1 EK PLAN � t SEE NOTE BELOW FOR SPACING 8' 1 5SLOPE ' IN 1j 5' FINISHED AI q SURFACE R a AN(.YIOR 6" FL INTERSEC77ON TRANSMON a p. DOOM DRAIN FL 8T_ 1 �— FL IN IN DOWNDRAIN DOWNDRAIN ANCHORS CONSTRUCTED DOWDRAIN g. R EVERY 10IN VERTICAL HEIGHT AND ANGfIOR AT TOP AND TOE OF DOWNDRAIN 88 l �— DtJWDRAIN B Xm _y SECTION f-10 NTS NTS T�RRA�� D�lN AND D�VI�N D�'A�N INTEl�S�C`T1aN NTS NA TURAL o�w GROUND AL TERNA TE WDTH A T STEEPER ORIGINAL GROUND SURFACE A 6" 1.5 1.5' IN 6" N A 75, A r " � ., � Dt3�f9V0RAIN PER DETAIL �- 60X1C3 X10 W.W.M. /4 6' SHfl#11V HEREON s „ � _ MIN 18" TALL 18" TALL SPLASH WALL "XS "- FL ELEVA TION RIP RAP 6 SHOWN ON PLAN SPLASH WALL 1.4X1.4 W WM. z 1 4 TON , I RADA TION FG t� AAA DI d� N �1—cvrcrtr �.• 18 IN T 1 PTm D IN NTS SPOWNPRAIN NT r s 45- 8 OR 12 WIDTH AS SHOWN ON PLANS 2' S r ors r t_rrr DO010RAIN PER DETAIL W L/ili3 l77Y1J LANDSCAPING RIP RAP TON a '` SH/f HEREON �R,nA rinnl SLOPfR FILL ` �' � F - TER FABRIC jam; (MIRAFI 140 OR APPROVED EQUAL) 12" MIN SECTM P9CAN 1 t' Y "- J" CONCRETE OR GUNI TE WITH NTS NTS 1. CONCRETE SHALL BE CLASS 560-C-3250 (AIR BLOOM SHALL BE CLASS 600-8-3250) a}' 2. REINFORCING SHALL BE 60X6" - WJ 4 AELDED WRE MESH (W W.M.) OR APPROVED EQUAL 3. GROUND SHALL BE PRE -WETTED PER SOILS ENGINEER'S DIRECTION PRIOR TO PLACEMENT OF CONCRETE 4. DOONDRAINS SHALL BE LOCATED IN FACE OF THE SLOPE IN SUCH A MANOR AS TO MINIMIZE ITS VISIBILITY. AVOID DRAINS IN THE MIDDLE OF 5LOPE OR RIDGE OF SLOPE. 1 7 20 WIERE POSSIBLE, USE THE VALLEY BETWEEN SLOPES FOR LOCHi1NG DOWNDRAINS Nis NTS NOTE.• THE LONGITUDINAL DRAINAGE SLOPE SHALL NOT BE LESS THAN 57 NOR MORE THAN 12X TRACT mmo-1 IPA D 193 f: TRACT M760 1 � 06 : TRACT 30763-3 NOTE• WORK CONTAINED WTHIN THESE PLANS SHALL BENCHMARK- /1U# 4W f�i��' SI'� i O NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT A B 4 !� E ,'j ( 14 ji 357 N. SHERIDAN STREET 1.5 MX S NORTHWEST of THE POST OFF7CE IN ALSERHILL �^► pp AND/OR A GRADING PERMIT HAS BEEN ISSUED. SUI TE 1 ALONG EDBY MR L.. THE D, JO BROOK �WHICH F 15 7 LAND/'CANNING CORONA, CALIFORNIA 92880 TNE CENTER OF THE ammy, 26 FEEr NdRTHOsT OF THE PRIVATE ENGINEER SIGNING THESE PLANS IS AMWAMMAAAMANW RESPONSIBLE FOR ASSURING THE ACCURACY AND TEL. (951) 279-1800O�"" TfIE [fVTER OF THE HiC�FfiS�AY AND 1 FOOT WEST OF THE SLID ''1 i FAX (951) 279— 4380 FENCE A BRASS Df5C FLUSH IN ClJ1VCRE TLC TAB ON N2 Y ROAD WA DIAL 1WOWOMK ACCEPTABILITY OF THE DESIGN HEREON. IN THE SIDE OF TLXSCAL CANYON RD. +/— 1700 FEET N)KY k LAYS EV� ENT OF DISCREPANCIES ARISING AFTER COUNTY Engineering, Inc. OF EAST 1/4 CORNER SECTION 17 T5S RSw DE PALMA R HARSH YOU DUG YOU DIG APPROVAL OR DURING CONSTRUCTION, THE PRIVATE DATED: 1g2s ELEVATIIJ�J 118819 T(3LL 'RE DIAL 811 ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING SCALE' COUN ME NO MARK BY DATE APPR. DATE PREEN �' il/(j, 58534 2 u v AS NOTED �}' PUBE�C SERVICE BY AN ACCEPTABLE SOLUTION AND REVISING THE PLANS REVISIONS i�NDERGROUND SERVICE ALERT FOR APPROVAL BY THE COUNTY. ENGINEER COUNTY Drowing: Layout: 2436 L Last Saved: rue Aug 17, 2010 — 17: 1lam Last Plotted: Thu Aug 26, 2010 — 5:39pm By. Ado I 1 1 STIFFENER BAR (3"x3/8') WELDED ON BOTTOM OF RACK Drawing, k �4 BOL TS PER NOTE 5 7' 4,-9„ 1 i 1 1 0 i __171 PLAN SEE SECT C— C, 361-1 SHEET 2 (® RIGHT) STIFFENER BARS 3"x3/8" TYP E 1 SEE SECT D—D, 361-1 SHEET 2 `(@ RIGHT) TWA STD. 361-1 MODIFIED 'k ` �_� :77 36 ,,� 7/7' g `r 'g m 24 ni'm i ,..-.�' TES "'4. 3: '1' 4k N .. _..,...m.e.. ; l- i L c._ 1 LS- ..�, s�'..:- wlt,.'` i'i .. ., "$ '3 -..: R,°1: .3 ._ .., .C� :r->':, ,c `7 i"Lt 'WIDE .A104 M '44".CTH 1JF airAC.< 3 5'; 2. A0j3jS.` _£? S i -iA I THE .`kL'j. 'lL 01" THE RACK .S A, `POX'14Mw.TELY TO 1 Vs-.P' i .'_A! .Z.' h" STR :i, iR.'. HAS 'S<,.r--•..`a:B....�;. D �'LTS SHX- B s 7S - '' ;'`. ,�+LTS . �. RE�e )V E , r' ' C-t, S; -'?L._ r L_ �. :�i.�,—`�'2�4',4 �"f';�^'-.�`;�st��ifv.a::`:e �"L'`� `=��• _ :.�.._ ... `;'� .�!'T7f"i� 1s�.?`4�, .`�,._.�a,.,: _� �.:c'..x b�.j^�. TRASH RACK U) 4.1 MAX �I bzF� PLAN _i J.1 MAX 7' MIN — 24' MAX TOP ' NTS FINISHED GRA PE -AN TW :1 MAX TRACT 30760--1 IPJ 00193 TRACT 30760-2 IPJ 060006 TRACT J0760-3 I 1PA4. , 0600071 NOTER WORK CONTAINED WITHIN THESE PLANS SHALL t by " , S /. t NOT COMMENCE UNTIL AN ENCRI�ACWM€NT PERMIT '�' ' K A 02/2025 VOID DETAILS 28 32 GRATE &TRASH RACK DETAIL jj�� & 2 A" A GRADING PERMIT HASBEENISSUED. CIE PRIVATE ENGINEER SIGNING I"HLSE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY I APPROVAL OR DURING CONSTRUCTION, THE PRIVATE 16.dwg Layout. 24x36 L Last Saved- Tue Jul 24, 2012 - 10: 13am Lost Plotted: Tue Jul 24, 201Z - 10.• 4,am BY BryanC REWSIONS 12,50' TYP 00.5T HOLE � 12 PLACES 12' 0.875' TYP TYP GRAB HANDLES 42' — - - - STAMM 12' SDI. TYP 4.75' - Or HOLE FLOC' CONTROL PLATE GRAB N 4 1M. STAINLESS STEEL(SEE PLATE DET `, T T PLATE Yi —' TE #6) (N.T.S.) TYP i. C 1' TYP -- 7' L ZRACK/MUM A -A ATE NOT SHOWN FOR CLEARITY) 100--Y-R OR, LARGER RAOD DETEI+IION Offiftft W/ORAX 2- TO 10-YR: HOOD DETENTION OVERFLOW-, SEAL —EN ,NE , RT BEC 3/19/25 APPR. I DATE COUNTY TRASN RAM (m Now tz 03) E3 @ 24" O c NTS . - 12, 2.25' i 031 79 ■ �� I FRONT VIEW (TRASH RACK, GRATE & FILTER NOT SHOO FOR CLEARITY) afl 8l 1.55, SYR STEPS (SEE NOTE, LI TYP u r—r 90 u j V1 u 1` 4' SECTION R—B RACK/GRATE NOT SHOWN FOR CLEARITY) CAST IN FRAME ( NOTE ) 3B x ACCESS G 3/4' CLR. TYP 'dieEI.13' ID. E 2'x1 11fx3/1r L-ANRE FRAME 6.44' ID E7i.2 ') SECTION D—J) 2.8' ID C3363') 164' ID (11%6311) TYP 3' ID E3fa') 2'xtx1 1/2'x3/e T-ANGLE FRAME WELD IN 4 �+CA 31 C/FM TYP 9.8' ID (117.63") WED IN. BOLT ANcm Tit' FRAME PLAN' 6* 1,9' ® GRATE „At, PLM 1. REBAR TO BE CONSTRUCTED PER DETAIL — SEE S r 17 & 18 2. TRASH RACK TO BE CONSTRUCTED PER A. P. W. A. STD. 361-1 MODIFIED PER DETAIL A T LEFT J. WELD 2"X2" WELDED WRE MESH tN THE FRONT OF TRASH RACK 4. INSTALL STEEL STEPS PER A.P W A. S7D. 635 5. INSTALL FRAME AND CRATE PER DETAX WERE ON (FRAME AND GRA TE TO BE GAL MtVI= GRATF TO BE BOL TED TO FRAME) 6. U.S. FX TER (Sr PAUL, MINNESOTA) STAINLESS STEEL WELL —SCREEN, IDTH NING O L SCREEN #9S VEE WIRE SLOT OPENING SUPPORT ROD TYPE SUPPORT ROD SPACING TOTAL SCREEN THICKNESS CARBON STEEL FRAME 0,139 #156 VEE 3/4' 0,31' 3/4'X1' ANGLE NA TURAL GROUND 6"XB'14 WWM AL E PER OLEWMW"J� 6* CTION E- E I 99tr Na , ago 357 N. SHERIDAN STREET BENCHMARK!�# 1,5 MILES NORMMEST OF THE POST OM E M ALBERHILL .... _.............................. , :; Cam' O :. SUITE 117 CORONA CALIFORNIA 92880 ALONG SIA`1r 71 ON THE KLOW BROOK RANCH *11CH IS t�llav0 ;�Y M» L.w. E�Rt3EN Jo FEET NQRrHw€sr O THE �T€R OF rfiE fiRJI+E#1'AY, 2S FEET NE3R:IH#YEET (�' �: ,.lu � � , TEL. 951 279-1800 INE CENTER OF THE HIGHWAY AND 1 FOOT KST OF THE FENNCE. A BRASS DISK FLUSH CONGREiE TAB OIV .' RaWWY AW ��`� FAX �951 j 279�-4.38C IN N'LY l WE OF TEiESCAL CANYOJIV RD. +/- 1700 FEET N'WLY OF EAST 114 CORNER SLC110N 17 T5S R5iY l]AIm: 1929 ELEVA1iLiW.• 1182.813 Ph'Et'AR 'l 1 :'ALE.• R.0 E NO W3-4 FOR. W. �: � ry F � O'. GATE ��xt�� AS NOTED 16 ... ......... ;y. #6 #5 W, c 1 C, r #5 HIN IN ELE ELE NOTE. WORK CONTAINED WITHIN THESE PLANS SHALL ZLX KA 10/Z013 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 iIYONNG ACCEPTABILITY OF THE DESIGN HEREON. IN THE BEFORE DAYS BEFORE EVENT OF DISCREPANCIES ARISING AFTER COUNTY YOU DIG YOU DIG APPROVAL OR DURING CONSTRUCTION, THE PRIVATE TCiLL FREE DIAL 811 ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING MARK BY DA7E A PUBLJC SERVICE BY AN ACCEPTABLE SOLU77ON AND REVISING THE PLANS UNDERGROUND SERVICE ALERT FOR APPROVAL BY THE COUNTY. ENGINEER Drawing. 0 �RCG Profects�K & A�Ds Palma Denver InletjWD�dly jDePolmo Denver Inlet - Str Det 01.dwg Loput. Sht-7 Last Saved. Thu Sep 02, 2010 - 2.38pm Last Plotted- Thu Sep 02, 2010 - 2.•53pm By, Greg Rende REWRONS II-I3 -l3 I i BENCHMARK I M S 4-06A- _ _ _ - - - ..._ _ _ . _ _ I.P. _ QWM RENDE CONSULTING UROUR 2Z43 1 ANTONIO PARKWAY - SUITE B 1 60-470 RANCHO SANTA MARGARITA, GA 92685 949-71 3-678❑ — FAX 949-71 3-6790 APPR. I DA7F COUNTY DATE�� AS NOTED W01:A 4LL . FACES) TION s) R WALL WALLS) .EV OF VALL (TYP) 17 KA 6' -01/ 2'-3» 2" CLR ELEV "A„ I (TYP) »X-X" L IT 11 -ITT I #5 0 0 12" #6:::=�012" CONSTRUCTION JOINT (TYP) 4" STARTER WALL (TYP, ALL WALLS) #4 @ 12" (TYP) — 3" CLR ELEV "A" #6 0 12 #5 0 12" CONSTRUCTION JOINT (TYP) 4" STARTER WALL (TYP, ALL WALLS) 3" CLR -(TYP) P a;tcts�K & A �De SEC TION D-D. SCALE: 1 /2"=1'-0» SCALE: 1 /2"=1'-0" ELEV "F" +Z d L �. u- o Q U ELEV "W" BOTTOM ELEV OF CUT-OFF WALL #5 @ 12" ELEV "C" INVERT SLAB THICKNESS SHALL BE 1'-0" MINIMUM AND MAY VARY TO ACCOMMODATE 2% SLOPED FINISHED SURFACE FOR DRAINAGE. z ELEV "H" a U p� c.> ELEV "W" BOTTOM ELEV CUT-OFF WAI ITM N07E.WORK CONTAINED WITHIN THESE PLANS SHALL ` ff NOT COMMENCE UN77L AN ENCROACHMENT PERMIT ANDIOR A GRADING PERMIT HAS BEEN ISSUED. -e THE PRI %A TE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND WOWING ACCEPTABILITY OF THE DESIGN HEREON, IN THE )RE DAYS BEFORE EVENT OF DISCREPANCIES ARISING AFTER COUNTY DIG YOU DIG APPROVAL OR DURING CONSTRUCTION, THE PRI VA TE I FEE DIAL 811 ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING MARK BY DATE A FMC SERA BY AN ACCEPTABLE SOLUTION AND REVISING THE PLANS UNDERGROUND SERMCE AST FOR APPROVAL BY THE COUNTY. I ENGfNEER lnlet�DADD�dly\DePalma Denver Inlet - Str Dot 01.dwg Loput: Sht-2 Last Saved, Thu Sep 02 2010 - 3.•00pm Last Plotted- Thu Sep 02, 2010 - A01pm By. Greg Rende 'z I ELEV "A" ® 12" 12" #5 0 12" CONSTRUCTION JOINT (TYP) STA R WALL YP, ALL ALLS) (T'P) fi (TYP) R 1 I��9i 2" CLR (TYP) 1 2" CLR (TYP) "X-X" LINE U � ELEV "C" ELEV »N» I I 8" I /ELEV 3" (T CLR#5 (TYP) #5 @ 12" MAX (EACH WAY) CLR P)3" @12"3"CL #4 @ 12" (TYP) 0" 1'-0" BOTTOM El CUT-OFF ' ELEV "A" #6 = @ 12" #6 ® 12" #5 ® 12" SCALE: 3/8"=1'-O" 7r T W 1 4 t 1 14 / SCALE: 1 /2"=1'-0" "Y-Y" LINE ELEVA TIONS ELEV A 1209.84' ELEV B 1208.84' ELEV C 1207.70' ELEV F 1199.03' ELEV H 1198.84' ELEV K 1198,70' ELEV 0 1198.50' ELEV W 1194.50' ELEV "B" #5 0 12" #6:::=]@12" #5 12" MAX (EACH WAY) ELEV ' K" U_a 0 U ELEV "W" BOTTOM ELEV OF CUT-OFF WALL Q 9: /r-I3 _/3 BENCHMARK: M.5.�__ 4Dfi4 I.P,f_,V RENDS CONSULTING GROUP COUNTY 4F RIVERSIDE 2Z43 1 ANTC7NIC] PARKWAY - 5SUITE:B 1 60-470 SCHEDULE "A RANGHo SANTA MARGARITA, GA 9268s ROAD WA Y EMBANK ENT 949-713-678❑ - FAx 949-713-679© DE PALMA ROAD APPR, DATE PREPARED BY• R.C.E. NO 5 ^9 FOR: wo. O'NO.REVISYONS DATE _ Z �- 2010 CAL :• AS NOTED COUNTY 9 t SICK LEC ND /t � STA 22+ CAM/NO LUNDE L TIMA TE C&G 1 WIG EXIST. BERM _ EXIST. EP X- �"-"- � _ 7 EXIST. STRIPING P 2o PRE N EXIST EP 518 n w ----------- AS BUILT �• 10 POWER POLE 16 LOCATION l 4765549E / O o _T1\ �200 �N� \ 0 10 517 1222.52 — 1 Z2o ULTIMATE C&G AS BUILT EXIST. CHAT WER POLE -- Pq�Mq ROAD EXISTING DE 515 P STRIP *',- CL � ca e N 5 �, 516 N 22.34 I m /I P S Q 16 r �- -O- UL TIMA TE C&G — . PROP. EP _ _ — 11 1222- JO 100, _— __- 4 / 22.13 ////�� I - B£lzIN A I / / FL/LP / I TRACT 307601 \ \� 2 I � �� I \ \ 13 \ I STA 21+45•24B GIN AC PVMTI/ — — - 11223.86 FS/EP 21+42.90 _ I A I Z - ST PVMT O I 1 _ _ �L -GIN AC _ _ TRACT BOUNDARY B 1223- 98 FS/EP \ I rn I O d --I- \ � Qc �� A BEGIN AC 1223.57 F� zz- z \ _7� ---- ti z Q �v cn \� j 0 W Z Q W 20' 0 20' 2 g 0 cn Q oo CC Q o 2 v U w z m O o Avvvv0tvvvvww~ AAAAA&AAAAAAAAA&A~RESPONSIBLE DIAL TWO WORIK BEFORE �� DAYS BEFORE YOU DI C YOU DIG TOLL FREE DIAL 811 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT NOTE: WORK CONTAINED WITHIN 7HESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. 2 K&A 02 2025 ADDED INTERSECTION TEMPORARY COND177ON ON DE PALMA RD. BEC 3/19/25 SEAL -ENGINEER QROFESS/pN9 ��5 N. Nqa < A W No. 65931 0 sTq Civic- TFpF CAUF�� THE PRI VA TE ENGINEER SIGNING THESE PLANS IS FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. z MARK BY DA7E REVISIONS APPR. DATE ENGINEER COUNTY Drawing: R. �254505�Final�Street�DePolmo�DePalma�Plcn Revisions�505/MP—DEPALMA-79.dwg Loyout 24x36 L Last Saved Fri Feb 28, 2025 — 10:43am Last Plotted 7ue Mar l7, 2025 — 10.09am Sy marknguyen X—X—X—x x- / k i \� X AS BUIL T P x < � POWER POLE #14 LOCATION i 0.10 MIN. 7HICK - AC OVERLAY OVERLAY TO _MATCH EXIST. EXIST. PA VEMENT AGGREGA TE BASE 2' MIN. OR AS DIRECTED COLDPLANE EX. PA VEMENT TO 0.10' MIN. DEPTH 00o o�J O O O O 170 OM1-1 R1-1 W2-2 ONLY LINE & CURVE DATA NO. BEARING/DELTA RADIUS LENGTH TANGENT 11 S615239 "E 71.06' 121 S1170'57"W 12.75' JJJ I N10 4239"E 42.34' 141 1 S5557'08"E 25.92' 151 1 S15 50'14 "W 29.50' 161 1 N0723'20"E 32.69' 171 1 N1725'10"E 15.01, A 73 03'36" 35.00' 44.63' 25.93' B 94 30'43" 25.00' 41.35' 27.12' C 18-12'33" 57.32' 18.22' 9.19, D 16 4356" 60.00' 17.52' 8.82' E 0 29'14 " 5, 213.65' 44.33' 22.17' F 88 59'12" 25. 00' 38. BY 24. 56' G 10 O1 '50" 20. 00' 3.50' 1.76' H 60 J7'25" 1 16. 00' 16. 93' 9.35' l 30:3328" 1 20. 00' 10.67' 5.46' ' I 0 PA. R3-5(Rt) P� PROTECT IN PLACE PAINT 8" SOLID WHITE CHANNELIZING LINE PER CAL TRANS STD. PLAN A20D (DETAIL 38) CONSTRUCT 6' WDE CROSS GUTTER PER DETAIL HEREON 4� CONSTRUCT LIGHT ROCK RIP RAP ENERGY DISSIPA TOR Wl7H 6" FIL TER BLANKET (T-1.4 ) 5� PAINT 12" SOLID WHITE STOP BAR APPLY THERMOPLASTIC PAVEMENT MARKING "STOP" PER CAL TRANS STD. PLAN A240 INSTALL W1-7 ( DOUBLE ARROW) PER MUTCD 2014, CALIFORNIA SUPPLEMENT 10 INSTALL W2-2 SIGN PER MUTCD 2014, CALIFORNIA SUPPLEMENT 11 INSTALL R1-1 SIGN PER MUTCD 2014, CALIFORNIA SUPPLEMENT 13 CONSTRUCT 5 1/2" AC PAVEMENT OVER 6" AB 14 SAWCUT AND REMOVE EXIS77NG PAVEMENT AND JOIN PER DETAIL HEREON 15 INSTALL TYPE OM1-1 MARKER PER MUTCD 2014, CALIFORNIA SUPPLEMENT 16 CONSTRUCT 6" AC DIKE PER RIVERSIDE COUNTY STD. DWG. 212 17 INSTALL TYPE IV RIGHT PAVEMENT MARKING PER CALIFORNIA MUTCD FIGURE 3B-24 (CA) 18 INSTALL R3-5(Rt) SIGN PER CALIFORNIA MUTCD FIGURE 28-4 (CA) SAWCUT AND REMOVE EXIST. PAVEMENT EXIST. EDGE OF PA VEMENT PA VEMENT AC PA V NEW AGGRAGA 7E BASE SAWCUT AND JOIN DETAIL s PCC RIBBON CUTTERD NIS NTS 2� BENCHMARK. • A4S3f 4064 Lp050194 SHEET NE 0 S B 0 R N ENGINEERING 357 N. SHERIDAN STREET 1.5 MILES NORTHWEST OF THE POST OFFICE IN ALBERHILL COUNTY OF RIVERSIDE SUI TE 117 ALONG STATF 71, ON THE WILLOW BROOK RANCH WHICH �� LAND PLANNING CORONA, CALIFORNIA 92880 IS OWNED BY MR. L.P. IGORDENWWAY, 26 FEET NORTHWEST OF SCHEDULE '"A'" THE CL7VTER OF THE DRIVEWAY, 26 FEET NOR INWFST OF TEL. (951) 279-1800 THE CENTER OF THE HIGHWAY AND 1 FOOT WEST OF THE STREET IMPROVEMENT PLAN SURVEYING FAX (951) 279-4380 FENCE. A BRASS DISK FLUSH IN CONCRETE TAB ON N'LY Engineering, Inc.SIDE OF 7EMESCAL CANYON RD. +/- 1700 FEET N'KY 9 9� OF EAST 114 CORNER SEC7701V 17 T5S R5W. DEPALMA ROAD TEMPORARY CONDITION BE OFR SH PREPAR - � R. C.E. N0. 65931 DA7FD: 1929 ELEVA nonr.• 1182 819 FOR: W. 0. COUNTY DA TE 3/11/25 SCALE- AS NOTED I I FILE N0. 964