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964a_spp(2)OWNER/ DEVELOPER SOILS ENGINEER AERIAL TOPOGRAPHY TH TEMESCAL, LLC LEIGHTON AND ASSOCIATES, INC. THE TOPOGRAPHY IS BASED ON 3001 S. BISHOP DRIVE, SUITE 100 41715 ENTERPRISE CIRCLE, SUITE 103 ARROWHEAD MAPPING AERIAL 5TREET IMPROVEMENT PLAN5 SAN RAMON, CA 94583 TEMECULA, CA 92590 PHOTOGRAME7RY DATED FEBRUARY 26, PHONE: (949) 999-9888 PHONE-(951) 252-8013 2002 COUNTY OF RIVERSIDE PROJECT MANAGER. • ✓OE MARTIN CONTACT- SIMON SAIID ' TRACT 30760ml 3076Om2 & 3076Om3 SWEEP CONTACT ENGINEER p TV 7EMESCAL, LLC K & A ENGINEERING INC. NOTE DE PA" ROAD IMPROVEMENTS ARE PER SEPARATE PLAN - MSS4064 , IP #050194 3001 S. BISHOP DRIVE, SUITE 100 357 N. SHERIDAN STREET SUITE 117 SAN RAMON, CA 94583 CORONA, CA 92880 PHONE: (949) 999-9888 PH. (951) 279-1800 FAX (951) 279-4380 PROJECT MANAGER. • ✓OE MARTIN APN 391-080-023 GENERAL NOTES N88°51'26"W `�� TRACT 30760 /l 602. 02' ;�9 p6 ��� DARY 1. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER OR CONTRACTOR TO APPLY TO THE RIVERSIDE \ \ 18 !y \! COUNTY TRANSPORTATION DEPARTMENT, PERMIT SECTION, FOR AN ENCROACHMENT PERMIT FOR ALL WORK 9`�8' ll _ ACCESS POI PERFORMED WITHIN PUBLIC RIGHT-OF-WAY, DEDICATED AND ACCEPTED FOR PUBLIC USE, • AND TO BE ` N�¢210 " RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE \ \ 6 �49 3 LIFE OF CONSTRUCTION ACTT VI TIES FOR THIS PROJECT. ADDIIONAL STUDIES AND/OR PERMITS MAY BE REQUIRED. '9' N85°40'35"W � 2. 7HE CONTRACTOR/DEVELOPER SHALL BE RESPONSIBLE FOR 7HE CLEARING OF 7HE WORK AREA, AND 112 86' - DE Pq RELOCA77ON COS75 OF ALL EXIS77NG UTILITIES THIS INCLUDES UNDERGROUNDING OF EXIS77NG OVERHEAD LINES �63� _ ALONG 7HE PROJECT FRONTAGE AS REQUIRED BY 7HE COND177ONS OF APPROVAL. PERM17EE MUST INFORM DRAINAGE & 58�� ��d 60G� COUNTY OF CONS7RUCTON SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF CONS7RUCTON. LANDSCAPE f 8' PHONE- (951) 955-6885 FOR PARCEL AND TRACT MAPS `� � � EASEMENT � I J. 7HE DEVELOPER WILL INSTALL S7REET NAME SIGNS CONFORMING TO COUNTY STANDARD NO. 1220 AND 1221. 55 O.S. 4. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF 7HE RIVERSIDE COUNTY 7RANSPORTATON DEPARTMENT TRACT 12 IMPROVEMENT STANDARDS AND SPECIFICATIONS, LATEST EDITION, COUNTY ORDINANCE NO. 461 AND J0760-1 �� 9 SUBSEQUENT AMENDMENTS 13 5. IT SHALL BE 7HE RESPONSIBILITY OF 7HE DEVELOPER TO N077FY 7HE ENGINEER TO INSTALL S7REET CENTERLINE 6 / 14 ZO MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE NO. 461. IF CONS7RUCTON CENTERLINE DIFFERS, /� •� 0 PROVIDE A 77E TO EXISTING CENTERLINE OF RIGHT-OF-WAY PRIOR TO ROAD CONSTRUCTION SURVEY W \ 15 NT / I Q 10=10.0 I 2100=12.0 1°5�p1E ACCESS POINT N82 071.57 7 39.1/ N85°36'23"E °0708 ' "W Nj35¢, b D=2°03'12" 418.83' 52 O. S 203.29 13 08 y, \ R=4794. 00' L=171.81' 8 7 6 5 4 3 2 1 Imo_ / °T CAM�n/n De ,. MONUMENTS INCLUDING CENTERLINE MONUMENTS, 17E POINTS, PROPERTY CORNERS AND BENCH MARKS SHALL o ` \ 16 24 9 2� BE REFERENCED OUT AND CORNER RECORDS FILED WITH 7HE COUNTY SURVEYOR PURSUANT TO SEC77ON 8771 ^ of 17 \ 35 36 37 38 39 \ �0 / / \ OF THE BUSINESS & PROFESSIONAL CODE. SURVEY POINTS DES7ROYED DURING CONS7RUCTON SHALL BE RESET, o �•\ 5 40 AND A SECOND CORNER RECORD FILED FOR THOSE POINTS PRIOR TO COMPLE77ON AND ACCEPTANCE OF 7HE z / 18 IMPROVEMENTS 19 6 Q 24. 6. ALL UNDERGROUND FACILITIES, W/7H LATERALS, SHALL BE IN PLACE PRIOR TO PA V/NG 7HE S7REET, INCLUDING, 510.5 m 42 LANDSCAPE" j 10= 100 =46 ` / BUT NOT LIMITED T0, THE FOLLOWING. SEWER, WATER, ELECTRIC, GAS, STORM DRAINS ` \ 21 27 LANDSCAPE 5 Z I EASEMENT - / \ 7 CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND CONSTRUCTED ACCORDING TO 110 ca TFM�Sc �'O�-9 15 LEE LAKE G P �� of pql cgNYON TO \�O�P 12 7 8 c�`S//O 13 18 P ,QO RF '1O GPI _ [if BEARDSU Y RI i- z N cwn 0 \N�\P O Q _U PROJECT 13 18 18 17 24 19 19 20 SITE HORSETHIEF CANYON HWY VICINITY MAP N. I. S. SEC77ON 18 T5S, R5 / �� 28 EASEMENT 43 161 ACCESS I COUNTY STANDARD NO. 206 AND OR NO. 207, AS DIRECTED IN 774E FIELD. 53 O.S O-� LANDSCAPE I EAISEMENT I 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR DEVELOPER TO INSTALL AND MAINTAIN ALL ., \ 23 9 EA S MENT 3 i / LEGEND CONS7RUCTON, REGULATORY, GUIDE AND WARNING SIGNS WITHIN 174E PROJECT LIMITS AND ITS SURROUNDINGS \ l A.B.M. AIR BLOWN MORTAR BOUNDARY TO PROVIDE SAFE PASSAGE FOR 774E ]RAVELING PUBLIC AND WORKERS UN77L 774E FINAL COMPLE77ON AND f •1 30 31 32 33 45 =�' I / BC BEGINNING OF CURVE ACCEPTANCE OF 774E PROJECT BY 774E COUNTY. A 7RA FF/C CON 7ROL PLAN MUST BE SUBM/ TIED W/ 774 • - • ` ' 59 i 46 2 I N L - BCR BEGINNING OF CURB RETURN CEN TER LINE i / BVC BEGINNING OF VER77CAL CURVE APPROVED S7REET PLAN FOR REVIEW TO 7HE PERMITS SEC77ON OR INSPEC77ON SEC77ON (FOR MAP CASES) �• `� 58 N Irn Q / BW BOTTOM OF WALL - - - - - - TOP OF SLOPE PRIOR TO OBTAINING AN ENCROACHMENT PERMIT. / �•� 52 53 56 57 / / 41 Z Ii 1 / C/L CENTERLINE 9. ALL S7REET SEC77ONS ARE TENTA 77VE. ADDIIONAL SOIL TESTS FOR PARCEL AND 7RACT MAPS SHALL BE TAKEN o 49 50 59 `, ��EN ' o / CF CURBFACE 2.1 SLOPE RA IO AND MAY BE TAKEN FOR PERMIT CASES BY THE COUNTY AFTER ROUGH GRADING TO DETERMINE 7HE EXACT 1 \ p A III 1 / EC END OF CURVE S7REET SEC77ON REQUIREMENTS. USE STANDARD NO. 401 /F EXPANSIVE SOILS ARE ENCOUN7ERED. - 47 -q�IIN WATER SY57EW / ECR END OF CURB RETURN - -L - - - - � - -�' 41 40 \ `'' PURIENANCES EASEMENT 49 III co / EP EDGE OF PAVEMENT TOE OF SLOPE 10. ASPHAL7C EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN 14 DAYS FOLLOWING PLACEMENT OF 7HE ^1 42 �" I 1 EVC ENDING OF VER77CAL CURVE ASPHALT SURFACING. FOG SEAL AND PAINT BINDER SHALL BE APPLIED AT A RATE OF 0.05 AND 0.03 GALLON \ I o, •� 44 43 O PARK SITE g / \ 45�� III "Q FL FLOWLINE x x x EXISTING FENCE PER SQUARE YARD RESPECTIVELY. ASPHALTIC EMULSION SHALL CONFORM TO SECTION 37, 39 AND 94 OF 174E / • 46 � 91 O°S` � � / FS FINISH SURFACE STA 7E STANDARD SPECIFICA TONS. r61 � ; \ \ CROSS 5,7/ AC / 2 4 / - - - - GB GRADE BREAK GRADE 11. PRIME COAT IS REQUIRED PRIOR TO PAVING ON ALL GRADES IN EXCESS OF TEN PERCENT. \� NET 28 AC 6 IN INTERSEC7ON 12. INSTALL STREET 7REE5 IN ACCORDANCE Wl7H ORDINANCE NO. 461 AND THE COMPREHENSIVE LANDSCAPING / I•\-, �/65 63 68 87 88 89 90 / 3 I LE LANDSCAPE GUIDELINES (CHOOSE THREE SPECIES AND NAME THEM HERE). \ 1 39 �`� 64 85 4 � 4 III TRACT 30760 MOC MIDDLE OF CURVE STORM DRAIN 13. S7REE7LIGHTS SHALL BE INSTALLED IN ACCORDANCE Wl7H 774E APPROVED S7REET LIGH77NG PLAN. �•l 84 56 OS BOUNDARY NG NATURAL GROUND 14. AS DETERMINED BY 774E 7RANSPORTA ION DIRECTOR, 774E DEVELOPER IS RESPONSIBLE AS A MINIMUM FOR ROAD 38 6 9 III I OC ON CURVE IMPROVEMENTS TO CENTERLINE, AND MAY BE REQUIRED TO RECONSTRUCT EXIS77NG PAVEMENT, INCLUDING BASE, r �� 83 CAMINO BOYD 1 OT ON TANGENT 6 PCC POINT OF COMPOUND CURVE PROPOSED CURB & GUT7ER AND MATCHING OVERLAY REQUIRED TO MEET THE STRUCTURAL STANDARDS FOR THE CURRENT ASSIGNED I AND CAPE 67 81 7 I a,7RAFFIC INDEX. 137 16 1 14 13 12 11 10 9 8 u I PAL PROPERTY LINE PROPOSED SIDEWALK 15. ONL Y LANDSCAPING CONSIS77NG OF GRASS AND PARKWA Y 7REES MA Y BE INSTALLED W 7HIN PARKWA YS ON A EM NT 81 1 11 PRC POINT OF REVERSE CURVE 33 68 Q 10=47.461 2 PW POINT OF VER77CAL INTERSECTION PROPOSED R/W LOCAL RESIDEN77AL S7REETS W7HOUT SEPARA7E LANDSCAPE PLANS ALL 07HER TYPES OF LANDSCAPING IN \ I - 35 36 18 Q =75 g 1 o R/W RIGHT OF WAY 7HESE AREAS AND ALL LANDSCAPING ON ALL 07HER STREETS SHALL REQUIRE SEPARA 7E LANDSCAPE PLANS / / 80 30 S.D. 100--------- I \ � 69 WA TER SYSTEM EASEMENT � ; STA STA ION - FUTURE CURB &GUTTER ALL LANDSCAPING ENCROACHMENTS SHALL CONFORM TO RIVERSIDE COUNTY COMPREHENSIVE LANDSCAPING CORTEN/CHO 1B TOP OF BERM FUTURE SIDEWALK GUIDELINES DA TED OCTOBER 2009. I \ \ 70 79 2 PPUR7ENANCES EASEMENT Q 1 TC TOP OF CURB 1 3 1 D =34. D I TW TOP OF WALL - - - - - - - - - - FUTURE R/W 16. ANY PRIVA7E DRAINAGE FACIL177ES SHOWN ON 7HESE PLANS NOT PART OF 7H1S PROJECT ARE FOR 2 31 30 29 28 4 5 --- INFORMA77ON ONLY. BY SIGNING THESE IMPROVEMENT PLANS, NO REVIEW OR APPROVAL OF THOSE PRIVATE 71 78 15' FIRE ACCESS Q100=56.0 --J W VERTICAL CURVE R lNA E � ■ ■ 1 ]RACY BOUNDARY PHASE FACIL177ES IS IMPLIED OR INTENDED BY 774E RIVERSIDE COUNTY 7RANSPORTA77ON DEPARTMENT. I- - �• EASEMENT 6 EASEMENT W.W.M. WELDED WIRE MESH 17. a. CONSTRUCTON PROJECTS MUST OBTAIN A NA77ONAL POLLUTANT DISCHARGE ELIMINA77ON SYSTEM (NPDES) /� 57 OS I 72 77 9 7 560.51 I W ' NOTIfICAT/ONS�• RETAINING WALL PERMIT. OWNERS/DEVELOPERS ARE REQUIRED TO FILE A NO77CE OF INTENT (NOI) WITH 7HE STA7E WATER 73 76 86 8 1 i o . o `o NI7HE CONTRACTOR SHALL N077FY 7HE FOLLOWING U77LI77ES OR RESOURCES CON7ROL BOARD (SWRCB), PREPARE A STORM WA TER POLLU77ON PREVEN77ON PLAN (SWPPP) AND19 MONITORING PLAN FOR 7HE S17E =v °' I 74 18 Q 1 <r- - - - - _ _ AGENCIES 48 HOURS PRIOR TO STARTING CONSTRUCTION OR EXCAVATION. N. PRIOR TO ANY CONS7RUC77ON, 7HE DEVELOPER SHALL PROVIDE 7HE COUNTY A COPY OF 7HE NOI WITH A o �I /� 55 56 57 T 75 } 85 6 o VALID WDID NUMBER. z I I 53 / 21 rn 10 1 = RIVERSIDE COUNTY 7RANSPORTA TION 1-951-955-6885 18. 7HE DEVELOPER SHALL BE RESPONSIBLE FOR 7HE INSTALLA77ON OF ADDII12ONAL SIGNS AND MARKINGS NOT I ' 100 / 51 52 E 84 20 17 DEPARTMENT - CONS7RUCTON SECTION. FIRE ACCESS . E B 11 INCLUDED IN 7HE SIGNING AND S7RIPING PLAN Wl7HIN 7HE PROJECT AREAS, OR ON ROADWAYS ADJACENT TO 50 n 7HE PROJECT BOUNDARIES, UPON 7HE REQUEST OF 7HE DIRECTOR OF 7RANSPORTA77ON OR HIS DESIGNEE TO 7RACT 30760 EASEMENT r' 63 62 61 60 59 27 83 0� 11 16 m 12 PACIFIC BELL : 1-800-227-2600 IMPROVE 7RAFFIC SAFETY ON 7HE ROADS UNDER 7HE ✓URISDIC77ON OF THE DEVELOPER. BOUNDARY I 4 I 65 64 26 25 � I 15 � o 19. EXIS77NG STORM DRAIN PIPES / CULVERTS (WHETHER TO BE CONNECTED TO, EXTENDED, ADJUSTED, DRAINED TO, 5 I I 87 22 SD. 24 23 82 Z 22 13 / o ELSINORE VALLEY MUNICIPAL WATER DISTRICT 1-951-674-3146 OR JUST IN 7HE PROJECT VICINITY) MUST BE REPAIRED, AND /OR CLEANED TO MAKE 7HEM FUNC77ONAL AND I I 48 W EASEMENT 14 54 O.S Qi I ao OPEN SPACE �•- o SOUTHERN CALIFORNIA GAS CO.: 1-800-227-2600 ACCEPTABLE AS DIRECTED BY 7HE 7RANSPORTA ION DEPARTMENT. V '13 23 1 47 4i \ MU� •% SOUTHERN CALIFORNIA EDISON CO.: 1-800-351-2450 I 20' FIRE ACCESS 68 7 ° 46 66 67 69 70 T 73 74 75 77 25 78 79 80 14 \•� _ EXISTING EASEMENT NOTES E SE�IEN76 �. 1 I I 45 �CAMINO �l 36 - 56 O.S 1 INDICATES AN EASEMENT FOR POLE LINES AND INCIDENTAL PURPOSES, RECORDED MAY 17, 1917 IN BOOK 433, PAGE 296, OF OFFICIAL RECORDS. (WIDTH I 26 TRACT 30760 NOT DEFINED FROM RECORD) IN FAVOR OF SOUTHERN SIERRAS POWER COMPANY. TO BE ABANDONED. I 44 43 42 41 40 39 .� 37 35 34 33 32 31 30 29 28 BOUNDARY INDICATES AN EASEMENT FOR DITCHES, PIPELINES AND OTHER APPARATUS FOR THE DISTRIBUTION OF WATER FOR DOMESTIC IRRIGATION PURPOSES, N89°30'55"W v N89°30'55"W 2 RECORDED MARCH 4, 1964 AS INSTRUMENT NO. 27383 AND JANUARY 15, 1965 AS INSTRUMENT NO. 5629, BOTH OF OFFICIAL RECORDS. (NOT PLOTTABLE -T284:-68 ° 1284.68'—� r FROM RECORD) IN FAVOR OF THE TEMESCAL WATER COMPANY, ITS SUCCESSORS AND ASSIGNS. TO BE ABANDONED. - - - - OCR GRADINC l-ASEMENZ_RECORDED I I PER INSTRUMENT # 2708 -8�8 66` FUTURE I 3 INDICATES AN EASEMENT RECORDED OCTOBER 20, 1952 IN BOOK 1407, PAGE 162, OF OFFICIAL RECORDS. (WIDTH NOT DEFINED FROM RECORD) IN FAVOR OF W ENGINEER'S NOTES: RECORDED ON 2-29-2008 ACCESS POINT ❑ CALIFORNIA ELECTRIC POWER COMPANY. TO BE ABANDONED. 4 LO ALL UNDERGROUND U77LI77ES OR STRUCTURES REPORTED BY THE OWNER OF OTHERS AND THOSE SHOWN APN 391 -080-006 APN 391 -080 006 � N ON 7HE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCA77ON AND EXTENT THE OWNER �- - - - - ❑ INDICATES AN EASEMENT FOR EITHER OF BOTH POLE LINES, CONDUITS OR UNDERGROUND FACILITIES AND INCIDENTAL PURPOSES, RECORDED JANUARY 21, a BY ACCEP77NG THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO AGREES TO — — — — — 1965 AS INSTRUMENT NO. 7926, OF OFFICIAL RECORDS. IN FAVOR OF CALIFORNIA WATER AND TELEPHONE COMPANY. TO BE ABANDONED. M Q ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESUL 17NG FROM THE ENGINEER FOR FUTURE DEVELOPMENT TO CONTACT NOTICE TO CONTRACTOR: INDICATES AN EASEMENT FOR ROAD PURPOSES, RECORDED MARCH 12, 1969 AS INSTRUMENT NO. 24143, OF OFFICIAL RECORDS. (NOT PLOTTABLE FROM a Z EXISTENCE OF UNDERGROUND U77LI77ES OR STRUCTURES NOT REPORTED TO 7HE UNDERSIGNED. NOT NOTEENGINEER OF RECORD FOR THIS DEVELOPMENT TO CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE 5 RECORD) IN FAVOR OF MR. AND MRS. NORMAN LARSON. TO BE ABANDONED. Q INDICA TED ON THE PUBLIC RECORD EXAMINED. LOCA TED A T VARIANCE WITH THA T REPORTED OR SHOWN COORDINA 7E THE CON77NUI TY OF THE DESIGN RESPONSIBILITY FOR JOB SITE CONDI TONS DURING THE COARSE OF CONS7RUC77ON ~ ON RECORDS EXAMINED BY THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAU77ONARY MEASURES TO SEE SHEET 2 - PHASING MAP FOR CATCH BASIN LOCA77ONS AND Q'S OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY THAT 6 INDICATES AN EASEMENT FOR EITHER OR BOTH POLE LINES, CONDUITS OR UNDERGROUND FACILITIES, RECORDED SEPTEMBER 17, 1974 AS INSTRUMENT NO. � :Ilk PROTECT THE U77LI77ES OF STRUCTURES SHOWN AND ANY 07HER U77LI77ES OR STRUCTURES FOUND AT THIS REQUIREMENT SHALL APPLY CON 77N000SLY AND NOT BE LIMITED TO NORMAL ❑ 119467, OF OFFICIAL RECORDS. IN FAVOR OF PACIFIC TELEPHONE AND TELEGRAPH COMPANY. TO BE ABANDONED. z THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO N077FY THE OWNERS OF THE U77LI77ES OR INDEX MAP p Z WORKING HOURS, • AND THA T THE CONTRACTOR SHALL DEFEND INDEMNIFY AND J STRUCTURES CONCERNED BEFORE STARING WORK. INDICATES AN EASEMENT FOR ROAD PURPOSES RECORDED APRIL 14, 1998 AS INSTRUMENT 141825 IN FAVOR OF MR. AND MRS. NORMAN F. LARSON SCALE.' 1 "=200' HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, ❑7 QUITCLAIMED PER INSTRUMENT NO. 2001-277097, RECORDED JUNE 19, 2001, BOTH OF OFFICIAL RECORDS. TO BE ABANDONED. C V BASIS Of BEARINGS • REAL OR ALLEGED, IN CONNEC77ON WITH THE PERFORMANCE OF WORK ON THIS � 0 200 400 600 800 W " PROJECT, EXCEP77NG FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF 774E INDICATES AN EASEMENT FOR INGRESS AND EGRESS, RECORDED JUNE 19, 2001 AS INSTRUMENT NO. 2001-277098, OF OFFICIAL RECORDS. IN FAVOR OF m BEING A GRID BEARING OF NORTH 002213 EAST BETWEEN PUBLISHED V RIVERSIDE COUNTY FLOOD CONTROL G.P.S. CONTROL POINTS Z-9536 AND Z-9537 AS NOTED ON "ALBERHILL ORTHO" DA 7ED OCTOBER 2001 Z-9537 AS LISTED ON RIVERSIDE COUNTY FLOOD CONTROL "MAPPING W Q N.A.D. 1983, EPOCH 2O00.35 CALIFORNIA ZONE 6 STATE PLANE W COORDINA TES 2 CONTROL POINT "Z-9536':• N = 2,210,484.774' (GRID) W V E = 6,196, 586.081 ' (GRID) Z CONTROL POINT "Z-9537':• N = 2,215,784.372 (GRID) � oO ~ j O V = U w z m Q E = 6,196, 620.342' (GRID) J o V O ~ En V "IV clic N p o RT DIAL TWO WONK � ""0 DAYS SORE YOU DIC YOU DIG TOLL FREE DIAL 811 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT NOTE- WORK CONTAINED Wl7HIN THESE PLANS SHALL NOT COMMENCE UN77L AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. Al K&A 03/2025 REVISED INDEX MAP, TRACT BOUNDARY, GENERAL NOTES THE PRI VA TE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRI VA TE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. p V MARK BY DATE REVISIONS ENGINEER Drowing; R. �254305tFinalStreetJ0760t305 — PLN — ST — 30760 — 01,dwg Loyout 24x36 L Lost Soued. Toe Mor Ll, 2025 — 10:25om Lost Plotted: Tue Mor 11, 2025 — 11.22om By, mork,nguyen BEC 1 3/19/25 APPR. I DA TE COUNTY OWNER OF THE ENGINEER. THE EXISTENCE AND LOCA ION OF ANY UNDERGROUND ❑13 NORMAN F. AND DE ETT E. LARSON. TO BE ABANDONED. U77LI77ES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A DILIGENT SEARCH OF AVAILABLE RECORDS 774E CONTRACTOR IS REQUIRED TO TAKE ALL ❑ INDICATES AN EASEMENT FOR AN ACCESS ROAD AND PIPELINES FOR STORM DRAIN AND SEWER PURPOSES, RECORDED SEPTEMBER 4, 2001 AS INSTRUMENT PRECAU77ONARY MEASURES TO PR07ECT 774E U77LI77ES SHOWN AND ANY OTHER NO. 2001-426476, OF OFFICIAL RECORDS. IN FAVOR OF ANN NUGENT. LINES OR STRUCTURES NOT SHOWN ON 774ESE PLANS AND IS RESPONSIBLE FOR INDEX Of SHEETS: THE PR07EC77ON AND ANY DAMAGE TO THESE LINES OR S7RUC7ZJRES. 774E CON7RACTOR SHALL CALL UNDERGROUND SERVICE ALERT AT 1-800-227-2600 SHEET NO. DESCRIPTION A T LEAST TWO WORKING DA YS PRIOR TO EXCA VA ION IN ORDER TO DETERMINE ACTUAL FIELD LOCA77ONS OF EXIS77NG UILITIES 1 ITLE SHEET �\S N y�' N< No. 65931 sr clvl� �OF CA1.\F_� 2 PHASING INDEX & DETAIL SHEET 3-14 PLAN AND PROFILE SHEETS BENCHMARK • TRACT 3IM1 IMF omm S T NO. 0 S B 0 R N ENGINEERING 357 N. SHERIDAN STREET 1.5 MILES NORTHWEST OF 7HE POST OFFICE IN ALBERHILL MCT JM2 /pf SUITE 117 ALONG STA7E 71, ON THE WILLOW BROOK RANCH WHICH 1 LAND PLANNING CORONA, CALIFORNIA 92880 IS OWNED BY MR. L.P. GORDEN 30 FEET NOR7HWEST OF TRACT 307l60�3 IP# �7 0 THE CEN7FR OF THE DRIVEWAY, 26 FEET NOR7HWEST OF C�iINTY�R/VERSIDE TEL. (951) 279-1800 THE CEN7ER OF THE HIGHWAY AND 1 FOOT WEST OF 7HE SURVEYING FAX (951) 279-4380 FENCE. A BRASS DISK FLUSH IN CONCRETE TAB ON N'LY c��p®W/��ANA' SIDE OF 7EMESCAL CANYON RD. t/- 1700 FEET N'KY STRGG/ l/►7�ROYL/►'IENT PLAN Engineering, Inc. OF EAST 1/4 CORNER SEC77ON 17 T5S R5W. TITLE SHEET 1 OF14ASH. DA 1ED: 1929 ELEVA 110N: 1182.819 ?EPA R R. NO. f1 f25 SCALE- S NOTED FOR: W. COUNTY NO 964 A I CONSTRUCT/ON NOTES TR 30760-1 TR 30760-2 TR 30760-3 TOTAL CONSTRUCT 0.33' A. C. PA VEMENT OVER 0.67' AGGREGA TE BASE (379, 458 SOFT) 2,880 TONS A. C. 3, 785 TONS A. C. 2,920 TONS A. C. 9,585 TONS A. C. 1 3, 360 C, Y A.B. 4,425 C, Y A.B. 3, 410 C, Y A.B. 11,195 C, Y A.B. CONSTRUCT 6" TYPE "A-6" CONC. CURB AND GUTTER PER CO. STD. DWG. NO. 200 6,795 LF 8,290 LF 6,590 LF 21,675 LF 3� CONSTRUCT 6' CONC. SIDEWALK PER RIVERSIDE CO. STD. DWG. NO. 401 30,800 SF 35,695 SF 26,785 SF 93,280 SF 4� CONSTRUCT CONC. CURB RAMP CASE "A- OR CASE Tm AT 'T' INTERSEC77ON PER RIVERSIDE CO. STD. DWG. NO. 403 17 EA 12 EA 6 EA 35 EA 5� INSTALL BARRICADE PER RIVERSIDE CO. S7D. DWG. NO. 810 36 LF N/A 36 LF 72 LF CONSTRUCT CONC. GUTTER DEPRESSION CASE "B" PER RIVERSIDE CO. S7D. DWG. NO. 311 14 EA 21 EA 18 EA 43 EA CONSTRUCT CONC. CROSS GUT7ER PER RIVERSIDE CO. S7D. DWG. NO. 209 3,780 SF 1,890 SF 1,260 SF 6,930 SF REMOVE EXIS77NG TEMP. AC SIDEWALK 620 SF N/A N/A 620 SF REMOVE EXIS77NG TEMP. AC DIKE 210 LF N/A N/A 210 LF 1 D CONSTRUCT CONCRE7E DRIVEWAY APPROACH (5 1/2 X 22) CASE "B- PER RIVERSIDE COUNTY S7D. DWG. NO. 207 12,760 SF 16,060 SF 14,520 SF 43, 340 SF 11 REMOVE EXISTING PAVEMENT & JOIN PER DETAIL HEREON 18 SY N/A N/A 18 SY 12 AC GRIND & 0VERLA Y A T 0.10' MIN. THICKNESS FOR SMOOTH 1RANSI77ON 47 SY N/A N/A 47 SY 13 CONSTRUCT CURB OUTLET PER RIVERSIDE CO. S7D. DWG. NO. 308 OR MODIFIED 2 EA 1 EA 2 EA 5 EA 14 INSTALL STREET NAME SIGNS PER RIVERSIDE CO S7D. DWG. NO. 1221 1 4 EA 5 EA 3 EA 12 EA 15 INSTALL STREET NAME SIGNS PER RIVERSID S7D. DWG. NO. 1220 2 EA N/A N/A 2 EA — INSTALL RESIDEN77AL S7REET LIGH (50 WATT, 4000K LED) ER RIVERSIDE CO. STD NO. 1000 - SEE S7REET LIGHT PLAN 1 3 EA 6 EA 6 EA IIII 15 EA — INSTALL STREET 7REES 1 59 EA 91 EA 86 EA 236 EA — ASPH EMULSION (379, 458 SF) [0.08 GAL/SY, 240GAL/TONJ 4 TONS 6 TONS 4 TONS 14 TONS — ROAD WA Y EXCA VA 770N 3, 700 CY 4,500 CY 3, 700 CY 11, 900 CY — U77LITY TRENCH 3,360 LF 4,145 LF 3,295 LF 10,800 LF PROP. PROP. R/W R/W I a' S' PROP. PADS UTILITY TRENCH 56' &O. W. LOCAL ROADS UTILITY TRENCH (ACTUAL LOCATION (ACTUAL LOCATION CAMINO ALLEN, CAMINO BOM, CALLE LUKE, TO BE DETERMINED) TO BE DETERMINED) CAMINO LUNDE, COR7E MIGUEL, CALLE REBEKAH, CAMINO RICHARD, CAMINO ROHN, CAMINO WLLMM & COR7E NICHOLAS 77=6.0 , R=30 (COUNTY OF RIVERSIDE MODIFIED S7D. NO. 104) N. T S I PROP. PADS 1 MAX PADS 6" AC/14" EXIST. PA VEMENT PROP. PROP. ` R/W R/W 86' AND FENCE 48' 10' i 38 32 6' .4' 1 6' UTILITY TRENCH---' WACTUAL LOCATION 2 TO BE DETERMINED) O j oO W m v Q_ Q v z g 0 v 0 ( Q DI B 11 Q YC QT( QQ 12' 2 PAI TED 2 27_ _ 2% ME AN 27. 3 6" AC/14" AB 86J IZO.W. MAIOR FRONTACE De PALMA ROAD (COUNTY OF RIVERSIDE STD. NO. 109) ( PUBLIC RIGHT OF WA Y ) N. T S, 71=9.0 , R=5(® STA 31+50), R=24(® STA 37+00), R=69(® STA 23+00) NOTE• DE PALMA STREET IMPROVEMENTS PER SEPARATE PLANS - M54064, IP 1050194 THE ABOVE SEC770N REFLECTS THE TYPICAL COUNTY STANDARD - SEE DE PALMA IMPROVEMENT PLAN FOR DETAILED SEC770NS 2: 1 MAX R/W 10' 2' CURB 6' SIDEWALK 2' 3u _--- 3" 29. 11 CURB OUTLET DETAIL MODIFIED PER RIVERSIDE CO. S. T D. DWG. NO. 308 N.TS 2' MIN. 0VERLA Y SAWCUT 1' ® 0.10' MIN. 774ICKNESS MIN. INTO OR AS DIRECTED EXIS77NG PA VEMENT NEW PA T -- ------------------------------------------------ VEM TRACT 30760 BOUNDARY STANDARD PAVEMENT JOIN DETAIL , 1 1 I I O GRIND AC & OVERLAY 0I I 12 2' MIN WIDTH OR AS DIRECTED i 9 ® 0.10' MIN THICKNESS I Q 8 6' 1 4' 2' EXIST. AC I PA VEMENT Z 7 NEW AC PA VEMENT j 10' _ 11 PAVEMENT JOIN DETAIL N. T.S. / Im u / rruu/vu/im r 570.5 qy 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 UNDERG OUND SERVICE ALERT 0 811 TO VERIFY LOCATION OF EXISTING UTILITY LOCATIONS AND SHALL CONTACT THE ENGINEER OF RECORD IF ]HERE IS ANY MATERIAL DISCREPANCY. �- II -Now tv TRACT 30760 — . C. B. 16,W=14'- 58 OS- C.B./19,W==14 0 \- BOUNDARY Q100=8TTF.S 010=0.7 FS \, „ Q10=5.5 C.F. Q10=0.7 C.F.S 52 �S. �\ 55 O.S. \ — _ C8117, W=14' — 12 / 0100=1.0 C.F.S C.B.# 43, W=14' `\ Q1o=o.6 C.F.S. 0100=6.8 C.F.S \�cB# 18, W=14' 13 9 8 7 6 5 4 010=4.2 C.F.S. Q100=3.9 C.FS 3 2 PR 15 / 1 L60 I 0 16�,01,30760 �Z / / / \ s / / s / owl III o , �I Bit II ; ,�.i��.,, O'er ��•��:.0 / // ' x:!:��i��s�u�11r►_�i�i-� i / ` \` _�'/��''�� � is 010=J6 II imp C.B.# 11, W=14' Q10=8.5 C.F.S \ \\\ 0100=5.4 C.F.S C.B.# 35, W=14' I l 010=3.4 C.F.S. PARK SITE 100=1.o c.Fs l / // // /// i ���j�..�' i • • 63 ��� i • FAEft. .. ... .. .. A\ 16 17 ? / // .: CFS Elmo fill oil .. j7• �` II II ■uii I!%// yi �� -`�� ice_. ; l ��' �III ■11 ' II���;i IMIA .•_ .%tom ��� ► �w� ems' , l I� — - ! ��1���� / 33 134 31 30 129 28 C B.# 3, W=7 ~Q100=4.4 C.F. 010=2.8 C.F.S 56 57 SCALE: 1 "=160' 0 160 320 1 _.A / / / IL w It II 11 I \\•�i/I ' II f , i �,11 I' / // // 11 / // 010=10.2 CF 5 CT J0760 27 BOUNDARY �i1 •�I II Drawing; R. A254305\Final\Street \30760\305 — PLN — ST — 30760 — 02.dwg Layout: 24x36 L Last Saved: Tue Mar 17, 2025 — 10.25am Last Plotted. Toe Mar 77, 2025 — 11.22am By mark.nguyen exalpre'lls- ommors,171- D N � � M D O Q � ti � � O F_ Lu Ll Q V W Z Q O O = O � U W v O o V z m �W Q� D V Q D O QZ Q Q SCALE.' 1 "=40' 0 40 80 20 120 160 21 gmawvqr-�d 10 I .126. 22 23 24 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 ACCEP75 NO RESPONSIBILITY AS TO 7HE ACTUAL LOCA77ON OF ANY UNDERGROUND OR ABOVE GROUND U77LITY EITHER INSTALLED BEFORE OR AFTER 7HE DA7E OF 7HE PREPARA77ON OF 7HESE PLANS CON7RACTOR TO CONTACT UNDERGROUND SERVICE ALERT 0 811 TO VERIFY LOCA77ON OF EXIS77NG U77LITY LOCA77ONS AND SHALL CONTACT THE ENGINEER OF RECORD IF ]HERE IS ANY MA 7ERIAL DISCREPANCY. 36 "SD LINE B PER SO PLAN TR. 30760 SHEET 20 CURVE DATA NO. DEL TA RADIUS LENG7H TANGENT A 83°39016" 282. 00' 411. 73' 252.38' B 83 °39'16" 300.00' 438.01 ' 268.49' c 83°39'16" 318.00' 464.29' 284.60' D 90°00'00" 25.00'I 39.27' 25.00' A NOTE. • WORK CONTAINED Wl7HIN 7HESE PLANS SHALL 1 K&A 03 202 O NOT COMMENCE UN77L AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. rHE PRIVATE ENGINEER SIGNING rHESE PLANS IS RESPONSIBLE FOR ASSURING rHE ACCURACY AND DIAL TWO WOOK ACCEPTABILITY OF THE DESIGN HEREON. IN THE BEFORE ""0 DAYS BOW EVENT OF DISCREPANCIES ARISING AFTER COUNTY YOU DIC YOU W. 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 rHE PLANS UNDERGROUND SERVICE ALERT FOR APPROVAL BY THE COUNTY. ENGINEER \ \ \ \ \ \ \ 6 \ \\ 18 "SD` LA rS 82&B3 \ PER Sb PLAN \ TR. 307� p SH r 291 \ \ PARK SITE MAINTAINED BY COUNTY 91 6 N�vo� ►�� o 6 v '-N cnP� m Cw� 0 n + ~i 18"SD LATS B1, ICI w 81-1 & B 1-BIF Q icy„ i PER SO PLAN y1R.30760 SHT 29--� 397.13_, \ \\ 56•>>• ; \ \ 89.9 6 I I 5\\ I I h'�Q;A �/ Q CPROPOSED 30' O Nl// I � Z Q,� ACCESS AND � L-- h'�. �o STORM ORAINAG I I %V /� o EASEMENT - "'CA 7ED ha� BERR. �TCT J0760-2 MAINTAINED (SEE TRACT MAP) PROP. R/W 5g.84 r i 3 4 111 o�v� ��Ww . *1 41, cn o �,_ . CAMINO BOYD b CATCH BASIN INVERTS REVISED. S7D. DWG. NO. UPDATED. REVISIONS BEC 1 3/19/25 APPR. I DA 7E COUNTY 25 26 27 28 X 141 PHASE BOUNDARY O• \ \ 34 18 "SD LATC9 PER SD PLAN TR. J0760 SHT 38 cp 4 r` NU-NOWN 09 18"SD LINE B-BIF PER SO PLAN TR. 30760 SH r 28 48 49 \ �� -- E 4 ,A1�15�1 00 . 6 F SD ti5' O � t "9 >'� 24"SD LINE C 18"50 LA C8 PER SO PLAN PER SO PLAN TR. 30760 `.J'>, rR. J0760 SHEET 35 7 � SHEET 38 0 600 46 4j:ss 47 r� CONSTRUCTION NOTES \\� 1 CONS 7RUCT 4" A. C. PAVEMENT OVER 8" AGGREGA7E BASE. X 4 29 PROft E SCALE HORZ.• 1" = 40' VERT 1 " = 8' CAUTION DOUBLE SCALE 8 PROP. .s R/W CONSTRUCT 6" TYPE "A-6" CONC. CURB AND GUTTER PER CO. STD. DWG. NO. 200 CON57RUCT 6' CONC. SIDEWALK PER RIVERSIDE CO. STD. DWG. NO. 401 CONSTRUCT CONC, CURB RAMP CASE "A" OR CASE "C" AT 'T' IN7ERSEC77ON PER RIVERSIDE CO. STD. DWG. NO. 403 r CON57RUCT CONC, GUTTER DEPRESSION CASE "B" PER RIVERSIDE CO. STD. DWG. NO. 311 r� J CONS7RUCT CONC, CROSS GUTTER PER RIVERSIDE C 1D. DWG. N0. 209 INSTALL S7REET NAME SIGNS PER RIVERSIDE ColSTD. DWG. NO. 1221 1 Ak — INSTALL RESIDEN77AL H.P.S. V. STREET LIGHT (9,50 M l SIDE CO. STD. NO. 1000 - SEE S7REET LIGHT PLAN — INSTALL S7REET 7REES — ASPH EMULSION BENCHMARK• TRACT 3MI /Pf 05m S T G 0 S B 0 R N ENGINEERING J57 N. SHERIDAN STREET 1.5 MILES NORTHWEST OF THE POST OFF7CE IN ALBERHILL TRACT 3Q76M2 IN 060iU016 QROFESS/ONk SUI TE 117 ALONG STATE 71, ON THE WILLOW BROOK RANCH WHICH TRACT 3M3 IN 060M /� c�� S N. y l v /S OWNED BY MR. L.P. GORDEN 30 FEET NORTHWEST OF 4A Fti�, o LAND PLANNING CORONA, CALIFORNIA 92880 THE CENTER OF THE DRIVEWAY, 26 FEET NORTHWEST OF COUNTY Of RIVERSIDE �Q �o z 7EL. (951) 279-1800 THE CENTER OF THE HIGHWAY AND 1 FOOT WEST OF THE ZiMUIE'As L'rri SURI�MNG FAX (951) 279-4380 FENCE. A BRASS DISK FLUSH IN CONCRETE TAB ON N'LY �TpEET ffOM4ENT p� AN No. 65931 SIDE OF TEMESCAL CANYON RD. +/— 1700 FEET N'WLY ff N1�Ir/l rL/1�1 rL/7 * * Engineering, Inc. OF EAST 1/4 CORNER SECTION 17 T5S R5W. CAMINO BOYD STA 20#00.00 TO STA 29#OaOO 4 OF 4sH CIVIC DATED: 1929 ELEVATION: 1182.819 �TFOF PREPARED _ _ � R.C.E. N0. 65931 SCALE.• FOR: w 0' COUNTY NO 9�4 A DA TE 3/11/25 1 " = 40' Drawing. R.l254505lFinal�Street �50760�505 — PLN — ST — 50760 — 04.dwg Layout: 24x36 L Last Saved: Tue Mar /L 2025 — 10.28am Last Plotted: Tue Mar 1l, 2025 — 11.22am By. mork.nguyen 29 CURVE DATA NO. DEL TA RADIUS LENGTH TANGENT 5°36'16" 1018.00' 99.58' 49.83' 9301 " 1000.00' 173.42' 86.93' 5 :2331 " 982.00' 92.41 ' 46.24' 87°38'11 " 25.00' 38.24' 23.99' 88 °Ol '54" 25.00' 38.41 ' 24.16' 92°3434" 25.00' 40.39' 26.15' 9158106" 25.00' 1 40.13' 25.87' 90°00'16" 35.00' 54.98' 34.87 907622" 35.00' 55.76' 35.65' D N T M Q O � Q o �co O v � Lu Ll m V Q W W ti Q O O = O � U v o W O V Z m �W QP:z D V Q D O QQ 34 O I Q Z127..67 1FLW7 C7 T TC JW 1275.17FL 34-134.44' I 3 45 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 DA TE OF THE PREPARA TION OF THESE PLANS CONTRACTOR TO CONTACT UNDERGROUND SERVICE ALERT 0 811 TO VERIFY LOCATION OF EXISTING UTILITY LOCATIONS AND SHALL CONTACT THE ENGINEER OF RECORD IF THERE IS ANY MATERIAL DISCREPANCY. 7wo�w��� SCALE.- 1"-40' 0 40 80 120 160 m NOTE. • WORK CONTAINED WITHIN THESE PLANS SHALL 1 K&A 03 202 R NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT D C7A AND/OR A GRADING PERMIT HAS BEEN ISSUED. rHE PRIVATE ENGINEER SIGNING rHESE PLANS IS ON-,�l '17 AAAAW.%Vv%-AWvV~ RESPONSIBLE FOR ASSURING rHE ACCURACY AND DIAL TWO WOOK ACCEPTABILITY OF THE DESIGN HEREON. IN THE BEFORE ""0 DAYS BOW 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 rHE PLANS UNDERGROUND SERVICE ALERT FOR APPROVAL BY THE COUNTY. ENGINEER 30 wj 24 "SD LINE C PER SD PLAN [R. J0160 SHEET 35 228.83' 31 32 33 (MODIFIED) 13 h� ��; � 01c =v LZ � I,Z call CAM/NO ROHN Q1 o ^, ^ .�'� '„ ' ,v SEE SHEET NO. /4 W �i� ^ice Oih =�� 114 1 V v1Ld 11'v: 1 1N �i0 56' =1� h�:v hI^ 1N h1N h'N Wig 28' OZio, C�i VI v, Vi^ V�^ �^ihh him Oip 28' �10 m1h �ih V' V mI V W V OI N� h' co =I "� 10 18' 18' 10' O' hI .�, cq rflh OIh 0o1(Z, a010 mN'pz� +i^ V'h coQ1V Q, II rNlh O 40 h O UIh C'q �♦ �\ l 18'SD LATS h1 3 ^ +i N ^ °� oi'"� LA, rS C6&C7 01 1 N -1 ^ a + ♦\ PER. SD PLAN ` I I Q0 TR. 30160 L 4 �o ♦ ♦ \ \ `\ SHEET :38 45' PROP- RIW ♦ ♦ \ . 9. o IM= n 14 N07°281S9 E 17.73 30 62. STD. DWG. NO. UPDATED. 62.60' PROP. R/W 43 REVISIONS 31 58. '49 4.11 ' 42 34 52 �; � W ►,�Q. I co r.j p d ce II^ 10 NZ ^ h I` h ��i q O 1 O hi 3 if 4 I^ I Jp J r cD I113.44' _ - 18 •Su-- • - 32 wr -�1V17�5'10" 2 a' °° 34 36'SD B F `� < < 33 220. 5 1247.49 FL C �, � _ 7 i N 76.43' 4 G 51109.280 a'' - 109.28 I 51 �I rn1 1rn Z1� Zip �iZ 1`Oco�i � E.V.M.W.D. �i o1 0 �1N �1� o �i►� 1N�io p � 51UERLIFT OOi CAI Io, �u h I � N r.�i h c� I , +I coy mic, OIcp � Oi^ o;o�;"ZQ1r, ZN STADANSTE 1� ^ NI Cu I h Z I `z h 10' 18' ""h20^I� v 18' 10' _'� ZIZ Ih hI II IN ZQ,o, Qi^ p oJ= 28' 28 �I�Ni Uz�i°j^ O VI^ ,J 11 ^i^ Vi Z O C�iiV 8i8^i�cyhlN II a11V ,C9 Ohio II O +I� �i~ J 56 Nih -o1^ * Q) 's0 d1h 1 O NiN O ^ O ^ 30^. �'' ^ °'' �' CAM/ND ROHN �I o0ilNcoi��i� 6 ^ice 1�=� 6� � N SEE SHEET NO. 14 +°1 � 03Ulf C.D oill 0 da +'W Vhj CAMINO BOYD W TR 3076al PROft E SCALE HORZ.• 1" = 40' VERT 1" = 8' 35 CAUTION DOUBLE SCALE GRIND AC & OVERLAY 2' MIN WIDTH OR AS DIRECTED 9 0 0. 10' MIN THICKNESS . FEA THER TO MA TCH EXIST. AC rEXIS 8 6' 4' Sg �qk 2' T. AC PAVEMENT DEPALA4A ROAD ---- REFER TO -- 2q /P #�76' --- �; p I ... 44' 32 of o 7 NEW AC PA VEMENT 38' 32' 10 W p SECTION A A N. T.S. . I ," 4 II ;4� 1221. I � I 7 FL I N 1222 06 ^ �O - -- FL � w o 1222 41 FL I ' S77NG CL DE PALMA �RO:� ---PROP R/W U.3f97 43 PROPOSED CL PER SEPARATE PLAN l.P.1050194, MS 4064 -TRACT BOUNDARY EXIS r R/W CONSTRUCTION NOTES 1� CONSTRUCT 4" A. C. PA VEMENT OVER 8" AGGREGA TE BASE CONSTRUCT 6" TYPE "A-6" CONC. CURB AND GUTTER PER CO. STD. DWG. NO. 200 CONSTRUCT 6' CONC, SIDEWALK PER RIVERSIDE CO. STD. DWG. NO. 401 CONSTRUCT CONC. CURB RAMP CASE "A" OR CASE "C" AT 'T' INTERSEC110N PER RIVERSIDE CO. STD. DWG. NO. 40J CONSTRUCT CONC. GUTTER DEPRESSION CASE "B" PER RIVERSIDE CO. STD. DWG. NO. 311 7� CONSTRUCT CONC. CROSS GUTTER PER RIVERSIDE CO. STD. DWG. NO. 209 REMOVE EXISTING TEMP. AC SIDEWALK REMOVE EXISTING TEMP. AC DIKE 10 CONSTRUCT CONC. GUTTER DEPRESSION CASE "B" PER RIVERSIDE CO. STD. DWG. NO. 312 11 REMOVE EXISTING PAVEMENT & JOIN PER DETAIL HEREON 12 AC GRIND & OVERLAY AT 0. 10' MIN. THICKNESS FOR SMOOTH TRANSITION 13 CONSTRUCT CURB OUTLET PER RIVERSIDE CO. STD. DWG. NO. 308 (MODIFIED) 14 INSTALL STREET NAME SIGNS PER RIVERSIDE C STD. DWG. NO. 1221 15 INSTALL STREET NAME SIGNS PER RIVERSIDE C . TD. DWG. NO. 122n. 1 - INSTALL RESIDENTIAL H.P.S V. STREET LIGHT (9,500 LUMENS) PER RIVERSDE CO. STD. NO.. 1000 - SEE STREET LIGHT PLAN - INSTALL STREET TREES BEC 3/19/25 QROFESS/pN� c�� S N. y l �c�� ��` qoa F2�, COD�Q �o zrri 'L' No. 65931 * * ���TFOF CAT-�F\P 0 S B 0 R N ENGINEERING 357 N. SHERIDAN STREET SUI T E 117 v p LAND PLANNING CORONA, CALIFORNIA 92880 TEL. (951) 279-1800 SURVMNC FAX (951) 279-4380 Engineering, Inc. BENCHMARK. • 1.5 MILES NORTHWEST OF THE POST OFFlCE IN ALBERHILL ALONG STATE 71, ON THE WILLOW BROOK RANCH WHICH /S OWNED BY MR. L.P. GORDEN 30 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. +/- 1700 FEET N'WLY OF EAST 1/4 CORNER SECTION 17 T5S R5W. DATED: 1929 ELEVATION. 1182.819 TRACT 3Q764'1 /pf 05m SHE 0. � /, A TRACT .�Q760�2 IN 060�U016 %R/4CT . s� IN 060M COUNTYOFRN6PSlDE sAs �TpEET ��/ppO�R�/ENT PLAN ff N1�Ir/l rL/1�1 rLA �//O DOW STA 296W TO STA 35*OfR15 5 OF 4sH APPR. DATE PREPARED R. C.E. NO. 65931 DA TE 31l l f25 FOR: W. 0. COUNTY FILE NO. 964 A SCALE.• 1 '� = 40' COUNTY Drawing. R. �254505�Finol�Street �50760�505 - PLN - ST - 50760 - 05.dwg Layout: 24x36 L Last Saved: Tue Mar 11, 2025 - 11.08am Last Plotted: Tue Mar ll, 2025 - 11.22am By. mork,nguyen 10 11 12 13 14 15 16 CURVE DATA NO. DEL TA RADIUS LENGTH TANGENT (A> 9170'14" 25.00' 39.78' 25.52' e 89°59'60" 25.00' 39.27' 25.00' c 10*09'14" 318. 00' 56.36' 28.25' D 10-09'14" 300. 00' 53.17' 26. 65' E 10°09'14" 282.00' 49.98' 25.05' (F> 89°59'60" 25.00' 39.27' 25.00' G 87527" 318.00' 45.83' 22.95' H 87527" 300.00' 43.24' 21.66' l 87527" 282.00' 40.64' 20.36' ✓ 107747" 110.00' 19.77' 9.91' K 72'4623" 56.00' 71.13' 41.27' L 5270'48" 53.00' 48.27' 25.95' (M> 5270'48" 35.00' 31.87' 17.14' 107747" 110.00' 19.77' 9.91' 0 IPN 167841 " 110.00' 1 31.32' 15.76' 212'3722" 38.00' 1 141.02' 1 129.85' Yo3 060 �5 E5 N0. SEE 56% TRACT BOUNDARY 4 Z36'SDLO 04 357 79 48¢ D ce) Q QO Q - Q o o pko°=�a �° 78 (D W �� 18'SD V Q W Z NOTE- EMERGENCY OVER FLOW WATER W W FLOWS OVER CROWN OF 771E STREET TO W Z THE NORTH BEFORE GOES OVER CURB. cr L o AT7'0)T j - �(n D UA W v Om Q DIAL TWO WORIM C D v BEFORE „w0 DAYS BEFORE YOU DIC YOU DIC v � TOLL FREE DIAL 811 Z A PUBLIC SERVICE BY Q Q UNDERGROUND SERVICE ALERT NOTE. • WORK CONTAINED Wl7HIN THESE PLANS SHALL NOT COMMENCE UN77L AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE 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. K&A 10JI2025 I SHEET REPLACED DUE TO SUBSTANTIAL CHANGES MARKI BYJ DATE REVISIONS ENGINEER BEC 1 3/19/25 APPR. I DA TE COUNTY � 56 OPEN SPACE DEDICATED 15' RRE ACCESS O S B O R N ENGINEERING QROFESSIpN� ����e�`S N N4,9 F2�, 0 1 LAND PLANNING -�Q 9am LLJ No.65931 SURVEYING * * Engineering, Inc. LpC10- OF CA0FO��\P PREPARED y -- - -� 16 17 18 ��r' w D � 56'0S �L°S O.S. LOT �� TO COUNTY 54 OS M.S.H.GP. PROft E SCALE HORZ.• 1" = 40' VERT 1 " = 8' CAUTION DOUBLE SCALE 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 L0CA77ON OF ANY UNDERGROUND OR ABOVE GROUND UT7LI TY El THER INSTALLED BEFORE OR AFTER THE DA TE OF THE PREPARA 77ON OF THESE PLANS CONTRACTOR TO CONTACT UNDERGROUND SERVICE ALERT 0 811 TO VERIFY L0CA77ON OF EXIS77NG UTILITY L0CA77ONS AND SHALL CONTACT THE ENGINEER OF RECORD IF THERE IS ANY MATERIAL DISCREPANCY. CONSTRUCTION NOTES CONSTRUCT 4" A. C. PA VEMENT OVER 8" AGGREGA IF BASE CONSTRUCT 6" TYPE "A-6" CONC. CURB AND GUTTER PER CO. STD. DWG. NO. 200 3� CONSTRUCT 6' CONC, SIDEWALK PER RIVERSIDE CO. STD. DWG. NO. 401 CONSTRUCT CONC, CURB RAMP CASE "A" OR CASE "C" AT 'T' IN7ERSEC77ON PER RIVERSIDE CO. STD. DWG. NO. 40J CONSTRUCT CONC, GUTTER DEPRESSION CASE 'B" PER RIVERSIDE CO. STD. DWG. NO. 311 CONSTRUCT CONC, CROSS GUTTER PER RIVERSIDE CO. STD. DWG. NO. 209 14 INSTALL STREET NAME SIGNS PER RIVERSIDE CO. STD. DWG. NO. 1221 - INSTALL RESIDENTIAL H.P.S V. STREET LIGHT (9,500 LUMENS) PER RIVERSIDE CO. STD. NO. 1000 - SEE STREET LIGHT PLAN - INSTALL STREET TREES - INSTALL STREET TREES BENCHMARK. • I mt J57 N. SHERIDAN STREET 1.5 MILES NORTHWEST OF THE POST 0FF7CE IN ALBERHILL NA( SUI TE 117 ALONG STATE 71, ON THE WILLOW BROOK RANCH WHICH lRA( 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 FAX (951) 279-4380 FENCE. A BRASS DISK FLUSH IN C0NCRE7E TAB ON N'LY SIDE OF TEMESCAL CANYON RD. +/- 1700 FEET N'WLY OF EAST 1/4 CORNER SEC77ON 17 T5S RSW. R. C. E. NO. 65931 DATED: 1929 ELEVA nON. 1182.819 FOR: DA .3f11f25 SCALE: 1,= 40 3Q76M1 /P# 05m 0. 3Q76M2 IN 060O1016 COUNTY Of RIVERSIDE IN 06WWC6A STREET IMPROVEMENT PLAN C0VEMWfZ STA VoOdW TO STA 9#.%15 6 OF �4 SH W. Q COUNTY NO 964 A Drawing. R. �254505�Finol�Street �50760�505 - PLN - ST - 50760 - 06.dwg Layout: 24x36 L Last Saved: Tue Mar //, 2025 - 11.09am Last Plotted: Tue Mar //, 2025 - 11.22am By. mork,nguyen pi m NOTE.• WORK CONTAINED WITHIN THESE PLANS SHALL Al K&A MO NOT COMMENCE UNTIL AN ENCROACHMENT PERMI T lf�Jj T D C7AAND/OR A GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND DIAL TWOVVORIONC ACCEPTABILITY OF THE DESIGN HEREON. IN THE BEFORE ""0 DAYS BOW 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 A PUBLIC SERVICE BY AN ACCEPTABLE SOLUTION AND REVISING THE PLANS UNDERGROUND SERVICE ALERT FOR APPROVAL BY THE COUNTY. ENGIA m 161 lei lei lei lei lei lei lei [0] m NOTE.• WORK CONTAINED WITHIN THESE PLANS SHALL Al K&A NOT COMMENCE UN 11L AN ENCROACHMENT PERMIT D C7A-R AND/OR A GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND DIAL TWO WOOK ACCEPTABILITY OF THE DESIGN HEREON. IN THE BEFORE ""0 DAYS BOW EVENT OF DISCREPANCIES ARISING AFTER COUNTY YOU DIC YOU DIC I APPROVAL OR DURING CONSTRUCTION, THE PRIVATE TOLL FREE DIAL 811 ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING MARK BY A PUBLIC SERVICE BY AN ACCEPTABLE SOLUTION AND REVISING THE PLANS UNDERGROUND SERVICE ALERT FOR APPROVAL BY THE COUNTY. 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DEL TA RADIUS LENGTH TANGENT (A> 83'88'05" 25.00' 36.64' 22.50' B 90'00'00" 25.00' 39.27 25.00' (C> 89'39'08" 25.00' 39.12' 24.85' D 63.5527" 518.00' 577.93' 323.21' E 64.5322" 500.00' 566.27' 317.86' F1 64.5322" 482.00' 545.88'1 306.41 ' G1 89 2257" 125.00' 39.00' 1 24.73' D N � � M D O Q � ti o m O V J Ll Q CL W Q W W W Z Q J D O V � U w O o V z m �W Qti D V Q D O Q Q 11 12 13 14 15 16 17 18 19 38 39 43 PROP R/W 20 21 58.33' 90.41' 3 42 1 6� 16 241 Aj D ' 55 1c' J�A`��' xFFf� 78.y .95 ' -' ��`4 77'����%�0�0� �8. �p • 24 "SD G F PROP. R/W 3 \ 18'SD �, 4J67 �� �' 2 ,�� /� �'�,�o,`Lxho,�,001 14 poi O 65 18 SD B 64 > >� o ti' 0 6 P ^�.' �, hhti 0 �0'�G' 6� 71 Gg�Ox h-c��5 PROP. R/W 63 1\4 f" oo 4 � 155 C�, 18 "SD �� i 6 8 SD �oX' 62?`;�J�� '��� �5'F o0 4 2 N CA��1/NO ALL,EN P� A 14 24'SD 6 60 7215, G�GPv XL � 4 0' 24 TRACT BOUNDARY PROP. R 59 4 �$ o0 "SD 73 18 cv LO p,agEKp,N N ;� 1N ' E k°° .� 25 °PL27 , N� �1 26,,E E No• a SCALE. 1 "= 40' 5EE 5N 0 40 80 120 160 A NOTE. WORK CONTAINED WITHIN THESE PLANS SHALL Al K&A 03 2025 SHEET REPLACED DUE TO SUBSTANTIAL CHANGES RT NOT COMMENCE UN77L AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND DIAL iWOWOOK ACCEPTABILITY OF THE DESIGN HEREON. IN THE BEFORE ""0 DAYS RUM 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 REVISIONS UNDERGROUND SERVICE ALERT FOR APPROVAL BY THE COUNTY. ENGINEER 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 LOCARON OF ANY UNDERGROUND OR ABOVE GROUND UT1LI TY El THER INSTALLED BEFORE OR AFTER THE DA TE OF THE PREPARA 71ON OF THESE PLANS CONTRACTOR TO CONTACT UNDERGROUND SERVICE ALERT ® 811 TO VERIFY LOCATION OF EXISTING UTILITY LOCA71ONS AND SHALL CONTACT THE ENGINEER OF RECORD IF THERE IS ANY MA7ERIAL DISCREPANCY. ;N LANDSCAPE N o EASEMENT N TO COUNTY 37 C ROE w � E o 5EE 5 56 28 z �, n -\ 36 cr'cP , 10 N,n , J �- o o r� C • N C `` c, \cD B zw k 24 "SD �' ,6, •�� f) DRAINAGE /1 ���' 4 J L. S. EASEMENT 28 (° C TO COUNTY � `, � N �' 1A•gga 91 F 81'g r J 1�q 57 6' 6g•1 ;; o TRACT BOUNDARY OPEN $� a14 � 68 SPACE09 .050 oo ;N70 o`,\ 151.2 NO 368 g1 4 ,\o o } z p7' ; 11 N 62.2o XS=3. 0 ;mil z_`LA BEC 1 3/19/25 APPR. I DA TE COUNTY \S N Nq 0 �Q 9a w No. rri 65931 _u k`rj. CIVIC- ��P �TFOF CA0 0� XS=3.2 v TR. 3076 -2 �°�;`1� x0� 61 i \ �j'�� �� I CONSTRUCTION NOTES (D—CONSTRUCT 4" A. C. PA VEMENT OVER 8" AGGREGA TE BASE 7� CONSTRUCT CONC. CROSS GUTTER PER RIVERSIDE CO. STD. DWG. NO. 209 CON57RUCT 6" TYPE "A-6" CONC. CURB AND GUTTER PER CO. STD. DWG. NO. 200 14 INSTALL STREET NAME SIGNS PER RIVERSIDE CO. STD. DWG. NO. 1221 3� CONSTRUCT 6' CONC. SIDEWALK PER RIVERSIDE CO. STD. DWG. NO. 401 — INSTALL RESIDENTIAL H.P.S V. STREET LIGHT (9,500 LUMENS) PER RIVERSIDE CO. SIR NO. 1000 - SEE STREET LIGHT PLAN CONSTRUCT CONC. CURB RAMP CASE "A" OR CASE "C" AT 'T' INIERSEC77ON PER RIVERSIDE CO. STD. DWG. NO. 403 — INSTALL STREET TREES 6O CONSFRUCT CONC, GUTTER DEPRESSION CASE "B" PER RIVERSIDE CO. STD. DWG. NO. 311 — ASPH EMULSION BENCHMARK.' M T 3MI /Pi 05m 0 S B 0 R N ENGINEERING 357 N. SHERIDAN STREET 1.5 MILES NORTHWEST OF THE POST OFF7CE IN ALBERHILL NACT 3M2 /P# 0l60iU016 SUI TE 117 ALONG STATE 71, ON THE WILLOW BROOK RANCH WHICH TRACT 3M3 IN 06WW /� v IS OWNED BY MR. L.P. GORDEN 30 FEET NORTHWEST OF 9A p LMND PLMNNINC CORONA, CALIFORNIA 92880 THE CENTER OF THE DRIVEWAY, 26 FEET NORTHWEST of TEL. (951) 279-1800 THE CENTER OF THE HIGHWAY AND 1 FOOT WEST OF THE C�� IE'A ffSIDE 1 SURVMNC FAX (951) 279-4380 FENCE. A BRASS DISK FLUSH IN CONCRE7E TAB ON N'LYSIDE �TpEET ��/ppO�R�/ENT p� AN Engineering, Inc. � EAST 1/4 CORNER SE�CAON 17 T5S ROWFEET N'WLY J�II N1�1�/l �L/1�1 �L/7 C"NO ALIEN STA 0000i0 TO STA ZhOM 9 OF'¢SHTS DA ]ED. 1929 ELEVA LION: 1182.819 PREPARED ---_ _ � R. C.E. N0. 65931 SCALE:_ - FOR: W. 0' COUNTY NO 9� A DATE 3f11f25 1 40 Drawing. R. �254305�Finol�Street �50760�305 — PLN — ST — 30760 — 09.dwg Layout: 24x36 L Last Saved: Tue Mar /L 2025 — ll.Nom Last Plotted: Tue Mar Il, 2025 — 11.23am By. mork,nguyen CURVE DATA NO. DEL TA RADIUS LENGTH TANGENT A > 89°5960" 25.00' 39.27' 25.00' B 86 °0658" 25.00' 37.58' 23.36' c 23°37'31 " 518.00' 213.59' 108.34' D 27°30'33" 500.00' 240.06' 122.39' EI 27'30'33" 1482.00' 1 231.42' 117.99' D N � � M D o Q o 0 co W W Q V W Q W W i W Q J � U o w z O V m �W ti Q D V Q D O QZ Q Q 21 22 23 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 U77LI TY EI7NER INSTALLED BEFORE OR AFTER THE DA 7E OF THE PREPARA 7ION OF 774ESE PLANS CONTRACTOR TO CONTACT UNDERGROUND SERVICE ALERT 0 811 TO VERIFY LOCATION OF EXISTING UTILITY LOCATIONS AND SHALL CONTACT THE ENGINEER OF RECORD IF THERE IS ANY MATERIAL DISCREPANCY. 57 56 PROP. R/W 77.L y1 56.61 ci ?2;j 1376.40 F m A Z 376. E to T 13 76 40 18"SD � 13 \ —1 � O \ � v 1 \ p Cva I vo CT 6 MUD U C5 C-3 b 22 1 m 770 59 N69°58'26 t 436.32' 23 PARK SITE MAINTAINED BY COUNTY 91 20' CURBJ24 IRA NSI TION 25 27 ii 29 30 CAMINO �'NN.1 SEE SHEf No. -- o wicNs, I 56 Iv, 6 w''N�' n; a 28 n'n o Ti w 28 18+ rn;iv LANDSCAPE po N;yW m Rio 10, 18 NiZ �;" EASEMENT 11 -w;aZ Flo 0 0l� v' io n ;m `� �i= o;� wIZ7 30 to r r 1� Ip w ; 3 / c Q `� o ilvv o i TKl �T BO D m ; ' PROP. R/W32 sass' 33 ,% o �;,v %� Zrz�nvBoyo ' 78 71 3 �' '`� FE jNO � _1 4 2 6)6 Q� ;,4p Vi 28, SF, • 4 'N �O. 1 2 87.71 A 14 B 26 ° C 34 ; +. _ 27 12y� sj ;LANDSCAPE 25 4 129j ¢¢ TC ¢o �. O.S. LOT 51 ' 717 TC r 1 ' I r 4 I 1 18" STORM DRAIN PIPE i XL =15' `` + ;w Q? I 1 XS=32' I ''IN wl�. I plp 61 c) "iQCOj plk-n �;O 1`•a �1� ;�lA BIZ too �i I nO �Im I4, nI p1ci _,ICJ _,In p �'W N� 91 w'� �lO la W—jr— CAI pIn ool 1 NI —imp r ZiZ Can Np 1. p Ili WIp�+;� �ICZi vl U1;�p�;VN I a NI a N ;C) ml v' cn OC�ly a';n mlo �' 6 13 E 1 FV 1 PROP. 827.74 R/W FV 2�'21 N 2 TRACT BOUNDRY 3 0 20> C�u4' 29 ; If�c�'23� 8s A Iw TRACT BOUNDR Y ,IC ' ryX r q5,ry O , N J ,h ' h i cNi �r V V�Vi N O,% r zl Cp �/� V V 51 '~i O i N� 1 ^r O� r i V 4'V' � N, , `V, hr Qi "'y , h� h h h O; r � , ti h ,N�ih "�h' O �� '� '� N ��!cd ONE lu`' 5,�� �"v CAMINO ALLEN ��-� hN/p �• r O PRORE SCALE HORZ.• 1" = 40' VERT 1 " = 8' c 'c 48 TR. 30760-2 -N I Q S6 28 SFFsH���� NO. � CONSTRUCTION NOTES 13 CONSTRUCT CURB OUTLET PER RIVERSIDE CO. STD. DWG. NO. 308 1� CONSTRUCT 4" A. C. PA VEMENT OVER 8" AGGREGA IF BASE 7� CONSTRUCT CONC, CROSS GUTTER PER RIVERSIDE CO. STD —DWG. NO. 209 CONSTRUCT 6" TYPE "A-6" CONC. CURB AND GUTTER PER CO. STD. DWG. NO. 200 14 INSTALL STREET NAME SIGNS PER RIVERSIDE C STD. DWG. NO. 1221 1 SCALE 1 "=40' 3� CONSTRUCT 6' CONC. SIDEWALK PER RIVERSIDE CO. STD. DWG. NO. 401 — INSTALL RESIDENTIAL H.P.SV. STREET LIGHT (9,500 LUMENS) PER 0 - SEE STREET LIGHT PLAN 0 40 80 120 160 4� CONSTRUCT CONC. CURB RAMP CASE "A" OR CASE "C" AT 'T' INTERSECTION PER RIVERSIDE CO. STD. DWG. NO. 403 — INSTALL STREET 7REES p NOTE. • WORK CONTAINED WITHIN THESE PLANS SHALL 1 K&A 03 202 O 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 DIAL TWO WOOK ACCEPTABILITY OF THE DESIGN HEREON. IN THE BEFORE ""0 DAYS BOW 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 [LRK BY DATE A PUBLIC SERVICE BY AN ACCEPTABLE SOLUTION AND REVISING THE PLANS UNDERGROUND SERVICE ALERT FOR APPROVAL BY THE COUNTY. ENGINEER STD. DWG. NO. UPDATED. REVISIONS BEC 1 3/19/25 APPR. I DA TE COUNTY 0— CONSTRUCT CONC, GUTTER DEPRESSION CASE "B" PER RIVERSIDE CO. STD. DWG. NO. 311 — ASPH EMULSION BENCHMARK. • 1RAGT 3MI /) 1RAGT .�Q76aZ lI 0 S B 0 R N ENGINEERING 357 N. SHERIDAN STREET 1.5 MILES NORTHWEST OF THE POST OFF7CE IN ALBERHILL QROFESSIONk SUI TE 117 ALONG STATE 71, ON THE WILLOW BROOK RANCH WHICH TRACT 3M3 0 N. y l `S qoa F2�, v p LAND PLANNINC CORONA, CALIFORNIA 92880 /S OWNED BY MR. L.P. GORDEN 30 FEET NORTHWEST OF THE CENTER OF THE DRIVEWAY, 26 FEET NORTHWEST OF COUNTY Of R/VMDE �Q �o z TEL. (951) 279-1800 THE CENTER OF THE HIGHWAY AND 1 FOOT WEST OF THE 5iMUIE PAN rri L' No. 65931 SURVMNC FAX (951) 279-4380 FENCE. A BRASS DISK FLUSH IN CONCRETE TAB ON N'LY cTpEET ftOM4ENT p� AN ff * * Engineering, lnc. SIDE OF TEMESCAL CANYON RD. +/— 1700 FEET N'WLY OF EAST 1/4 CORNER SEC77ON 17 T5S R5W. N1�Ir/l rL/1�1 rL/7 CA"N�O AM STA 2h0 OO TO STA 19#U19 C I V I� ��P �TF OF CA1-�F DA IED: 1929 ELEVA LION: 1182.819 PREPARED R.C.E. NO 65931 FOR: w 0• COUNTY SCALE:» _ , 1 40 DA TE 3f 11 f25 E 10A 10 OF �4 SH Drawing. R. �254505�Finol�Street �50760�J05 — PLN — ST — 50760 — 10dwg Layout 24x56 L Last Saved: Toe Mar //, 2025 — N.11am Last Plotted: Tue Mar //, 2025 — 11.23am By. mork.oguyen O m J& NOTE.• WORK CONTAINED WITHIN THESE PLANS SHALL Al K&A o mTNOT COMMENCE UN 11L AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND DIAL TWO WOOK ACCEPTABILITY OF THE DESIGN HEREON. IN THE BEFORE ""0 DAYS BEFORE 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 A PUBLIC SERVICE BY AN ACCEPTABLE SOLUTION AND REVISING THE PLANS UNDERGROUND SERVICE ALERT FOR APPROVAL BY THE COUNTY. ENGIA m 161 lei lei lei lei lei lei lei 1Oi lei 191 m J& NOTE.• WORK CONTAINED WITHIN THESE PLANS SHALL Al K&A o mTNOT COMMENCE UN 11L AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND DIAL TWO WOOK ACCEPTABILITY OF THE DESIGN HEREON. IN THE BEFORE ""0 DAYS BEFORE 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 A PUBLIC SERVICE BY AN ACCEPTABLE SOLUTION AND REVISING THE PLANS UNDERGROUND SERVICE ALERT FOR APPROVAL BY THE COUNTY. ENGIA CURVE DATA NO. DEL TA RADIUS LENGTH TANGENT (A> 91 '31 '17" 25.00' 39.93' 25.67' e 86 °33'41 " 25.00' 37.77' 23.54' (C> 3°41'09" 518.00' 33.32' 16.67' D 5U6In" 500. 00' 48. 90' 24. 47' E 5U6'11 " 482.00' 47.14' 23.59' F 2°32'07" 482.00' 21.33' 10.67' G 2°32'07" 500.00' 22.12' 11.06' H 2'32'07" 518.00' 22.92' 11.46' l 10°3954" 318.00' 59.19' 29.68' ✓ 10°3954" 300.00' 55.84' 28.00' 10°3954" 1282.00' 1 52.49' 26.32' LA 90100'00" 25.00' 1 39.27' 25.00' D Z o 04 04 W I� T M O Q � Z Q o 0 o r-- W W Q V QL W Q W W V Z Q L o � o V � Z U W 0 z C� m Q D V Q D o� W QLZ Q Q 10 ENGINEER FOR FUTURE DEVELOPMENT TO CONTACT ENGINEER OF RECORD FOR THIS DEVELOPMENT TO COORDINA 7E THE CON77NUI TY OF THE DESIGN m I f'� J1 T7 10) DIAL TWO WORKI C BORE „w0 DAYS BEORE F YOU DIC YOU DIC TOLL FREE DIAL 811 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT CAMINO KLIAM W SEE SHEET NO 7 56 J 1 , � ac 28' 28' N cz' -- 10 18' 18' 10' SCALE.- 1"-40' 0 40 80 120 NOTE. • WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UN77L AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE 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. K&A MARK I BY I DATE ENGINEER 12 13 N g6') � mNi �? II VQi�N�O s 14 a 15 16 17 s Q-Iv �1 1 ul Q, `` N � �,� m, Cp' � �' c WI CARTE SEE M/CUEL SHE NO Z+ Nam' II NZ� oh� �IO 6 5 ' ^i 10' 28 3� Ih Vi 18, 18 10' hi Qj '� 90ica 1^ LURTEM/CUEL SEESHEt7NO 6 CAMINO RICHARD TR. 30760.3 CONSTRUCTION NOTES 1� CONSTRUCT 4" A. C. PA VEMENT OVER 8" AGGREGA TE BASE CONSTRUCT 6" TYPE "A-6" CONC. CURB AND GUTTER PER CO. STD. DWG. NO. 200 3� CONSTRUCT 6' CONCC, SIDEWALK PER RIVERSIDE CO. STD. DWG. NO. 401 CONS 7RUCT CONCC, CURB RAMP CASE "A" OR CASE "C" AT 'T' INTERSEC77ON PER RIVERSIDE CO. S7D. DWG. NO. 403 R INSTALL BARRICADE PER RIVERSIDE CO. STD. DWG. NO. 810 160 CONSTRUCT CONC. GUTTER DEPRESSION CASE "B" PER RIVERSIDE CO. STD. DWG. NO. 311 SHEET REPLACED DUE TO SUBSTAN77AL CHANGES BEC 3/19/25 0 S B 0 R N ENGINEERING QROFESSIpN� N LAND RMNINC �Q 9a rri LLJ No. 65931 mSURVMNC * * Engineering, Inc. OF CAL\FO��\P APPR. DA 7F PREPARED REVISIONS COUNTY T. GRADE Q OF S TREE PROFILE SCALE HORZ.• 1" = 40' VERT 1 " = 8' 3 17f52 56 C _-12�9768 ORTE,I�GU D_ � EL CAUTION DOUBLE SCALE 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 APPURTENANCESS, K&A ENGINEERING, INC, PROVIDES NO WARRANTY AND ACCEPTS NO RESPONSIBILITY AS TO THE ACTUAL LOCATION OF ANY UNDERGROUND OR ABOVE GROUND U71LI TY El THER INSTALLED BEFORE OR AFTER THE DA TE OF THE PREPARA 71ON OF THESE PLANS CONTRACTOR TO CONTACT UNDERGROUND SERVICE ALERT 0 811 TO VERIFY LOCA77ON OF EXISTING U77LITY LOCA77ONS AND SHALL CONTACT 774E ENGINEER OF RECORD IF THERE IS ANY MATERIAL DISCREPANCY. 7� CONSTRUCT CONCC, CROSS GUTTER PER RIVERSIDE CO. STD. DWG. NO. 209 13 CONSTRUCT CURB OU7LET PER RIVERSIDE CO. STD. DWG. NO. 308 14 INSTALL STREET NAME SIGNS PER RIVERSIDE CO. STD. DWG. NO. 1221 - INSTALL RESIDENTIAL H.P.S V. STREET LIGHT (9,500 LUMENS) PER RIIi RDE CO. STD. NO. 1000 - SEE S7REET UGfIT PLAN - INSTALL S7REET TREES - ASPH EMULSION BENCHMARK. • I mt. 357 N. SHERIDAN STREET 1.5 MILES NORTHWEST OF THE POST OFF7CE IN ALBERHILL IRA( SUI TE 117 ALONG STATE 71, ON THE WILLOW BROOK RANCH WHICH lRA( 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 FAX (951) 279-4380 FENCE. A BRASS DISK FLUSH IN CONCRE7E TAB ON N'LY SIDE OF TEMESCAL CANYON RD. +/- 1700 FEET N'WLY OF EAST 1/4 CORNER SECTION 17 T5S R5W. DA ]ED: 1929 ELEVA LION: 1182.819 R. C. E. NO. 65931 FOR.• DA TE 3111f25 SCALE.• 1 „ = 40' 3M4 N# QSOlAi T .?07661 N# OGOOIOG 3 IN mm CRA'.� sneer MOMENT raw (AMINO R!L}WPD SfA WKt00 TO STA V'•5256 13 OF -L4SH W0. LENNO 964 A Drawing. R. �254505�Finol�Street �50760�505 - PLN - ST - 50760 - 15dwg Layout 24x56 L Last Saved: Tue Mar 1l, 2025 - 11.15am Last Plotted: Tue Mar 1l, 2025 - 11.24am By. mork,nguyen o 0 1 x,okfoi m NOTE.• WORK CONTAINED WITHIN THESE PLANS SHALL Al K&A O'T NOT COMMENCE UN nL AN ENCROACHMENT PERMIT D C7A AND/OR A GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND DIAL TWO WOOK ACCEPTABILITY OF THE DESIGN HEREON. IN THE BEFORE ""0 DAYS BEFORE 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 A PUBLIC SERVICE BY AN ACCEPTABLE SOLUTION AND REVISING THE PLANS UNDERGROUND SERVICE ALERT FOR APPROVAL BY THE COUNTY. ENGIA 4 I .... ...... . . . . . ....................... 5-01-LS AERIAL LOPOC y GE0501L 5, INC. RAPH CTPKmCT l"PVn:l P1 A ALIC THE" TOPOGRAPHY IS BASED ON 10621 0104%LMR DRIVE 26590 MADISON AVE ARROWHEAD MAPPING AERIAL KAIVf,IIU CUGAMI, (A Y I 1,W mulmic /,-i, CA 92562 /—f7L/lUUlTAMr-//Tr DATED r=TKUAMr ZO, % PHONE- (",I'l) 13W PHONE.-(951) 677-9651 2002 PROJECT MANAGER.- PN BURUM FAX (951) 677-001 S"ffr Q , BURUM CONTACT JOHN P. FRANKLIN Layout: 3MU -U5U. OVIVU A LIMU Or- VITUl VUZZ I,) LAZ)f =IfttN I RIVERSIDE COUNTY CONTROL G.P.S. CONTROL POINTS Z-906 AND Z-9537 A ON "ALSERHILL ORTHO" DA70 OCTOBER 2001 Z -9537 AS Z ON RI VERSIDE COUNTY FLOOD CON 7ROL "MAPPING AN D N D 9 RS Z- 3 A D 7 E 9 A "r R VE 5 5 f C 3 S 'U 0 7 U A N D F 'vU D ON R 0 N V C 1 6D POCI 000 J5 �O. N.A.D. 1 EPOCH 2000.J5 CALIFORNIA ZONE 6 STATE PLANE COO S .TES OL Po/ T Z_ 95J6 N PROL POINT 7-95J67- N = 2,210,484.774' (GRID) E 6,196,586.061' (GRID) GUNIHOL POINT z 95J7. (GRID) E 6,196, 620 342 COUNTY OF RIVERSIDE TRACT 30760-1, 30760-2 & 30760.3 60 54 M., . . .. ....... .................................... '4x.36 L Last Soved: Thu Jul 19, 2012 — to, 55c7m Last Platted: 77?u Jul 19, 2012 — 7:15pm By. Oer?nyH LANDSCAPE WSW 57 LANDSCAPE EAS910VT TR 0760-1 TR .LO760.2 TR 10760-3 TO LAL A — C IiCT 0.33' A. C. PA YEMENT Ob/ER (1.67' AGGREGATE BASE 2,880 TONS A. C, 3, 785 TONS A. C. 2,920 TONS A. C 9, 585 TANS A. C. 3, J60 C. Y A. 8. 4,425 C. Y A.B. 3, 410 C. Y A.B. 11,195 C. Y A.B. " " — - NC. CURB AND GUTTER PER CO. STD. DWG. NO. 200 2 CONSTRUCT 6 T 6 CO 6 795 LF 8 290 LF 6 590 LF 21 ,675 LF CONSTRUCT 6' CONC SID PER RIVERSIDE CO. STD. DWG, NO. 401 30, 800 SF 35, 695 SF 26,785 SF 93, 280 SF CONSTRUCT CONC. CURB RAMP CA " " OR CASE "CA T 'T' INTERSECTION PER RI VERSIDE CO. STD. DWG. NO. 403 17 EA 12 EA 6 EA 35 EA INSTALL BARRICADE PER RIVERSIDE CO. S G NO. 810 36 LF N/A 36 LF 72 LF CONSTRUCT CONE: GUTTER DEPRESSION CASE AB" IVERSIDE CO. STD. DWG NO. 311 14 EA 21 EA 18 EA 43 EA (D— CONSTRUCT CONCC, CROSS GUTTER PER RIVERSIDE CO. STIJ N0. 209 3, 780 SF 1, 890 SF 1, 260 SF 6, 930 SF REMOVE EXISTING TEMP AC SIDEWALK 620 SF N/A N/A 620 SF REMOVE EXIS77NG TEMP. AC DIKE 210 LF N/A N/A 210 LF 1.0 CONSTRUCT CONCRETE ORIVEEWA Y APPROACH (5 1/2 X 22) CASE -8- PER RIVERSf LIN TY STD. DWG. NO. 207 12,760 SF 16,060 SF 14,520 SF 43, 340 SF 11 REMOVE EXISTING PA VEMENT & JOIN PER DETAIL HEREON 18 SY N/A N/A 18 SY 12 AC GRIND & 0VERLA Y A T 0. 10' MIN. THICKNESS FOR SMOOTH 7RANSI77ON 47 SY N/A N/A 47 SY 13 CONSTRUCT CURB OUTLET PER RIVERSIDE CO. STD. DWG NO. J08 OR MODIFIED 2 EA 1 EA 2 EA 5 EA 14 INSTALL STREET NAME SIGNS PER RIVERSIDE CO. STD. DWG NO. 816 4 EA 5 EA 3 EA 12 EA 15 INSTALL STREET NAME SIGNS PER RIVERSIDE CO. STD. DWG. NO. 815 2 EA N/A N/A 2 EA INSTALL RESIDEN17AL H.P.S V STREET LIGHT (9,500 LUMENS) PER RIVERSIDE CO. STD. NO. 1000 — SEE STREET LIGHT PLAN EA 22 EA 20 EA 59 EA INSTALL STREET TREES 59 91 EA 86 EA 236 EA — ASPH EMULSION (379, 458 SF) [0 08 GAL/SY, 240GAL/TON] 4 TONS TONS 4 TONS 14 TONS — ROADWA Y EXCA VA 77ON 3, 700 CY 4,503N 3, 700 CY 11, 900 CY - UTILITY TRENCH 3,360 LF 4,145 LF 3,295 LF 10,800 LF PROP. PROP R/W R/W PROP PADS . U77LI TY TRENCH J ' R.Q. W LOCAL ROADS UTILITY TRENCH (ACTUAL LOCATION (ACTUAL LOCATION CAMINO AL.LEN, CAMINO BOYD, CALLE LUKE, TO BE DETERMINED) TO BE DETERMINED) CAMINO LUNDE, CORTE MIGUEL, CALLE REBEKAH, CAMINO RICHARD, CAMINO ROHN, CAMINO MLLIAM & CORTE NICHOLAS 77=6.0 , R=30 (COUNTY OF RIVERSIDE MODIFIED STD. NO. 104) N.TS PROP PADS fin 8 w. w Drawing: R: 1 MAX UTILITY TRENCH ` (ACTUAL LOCA 77ON TO BE DETERMINED) PADS 6" AC/14" EXIST. PAVEMENT Q PROP. PROP � R/W 86' A FENCE f 1fl' 38' 32' 6' 12' PAI TED 2 2Z 2 2% ME AN 23, v r 3 6NAC/14"AB 860 R.0ft AMfiCW FRONTAGE De PALMA ROAD (COUNTY OF RIVERSIDE STD. NO 109) ( PUBLIC RIGHT OF WA Y ) N. T: S 11-90 , R=o STA .31+50), R=24(6 STA 37+001, R STA 23+00) NOTE. Df PALMA STREE r IMPROVEMENTS PER SEPARATE M54064, IP #V,�50194 THE ABOVE SECS REFLECTS THE 1YPICAL COUNTY STANDA SEE DE PALMA IMPROVEMENT PLAN Fes'` DETAILED SEC` 1" CURS OLME '" W ETAIL MODIFIED PER RIVERSIDE CO. S, T D. DWG. NO. 308 N. T S 2' MIN. OVERLAY SANCUT 1' 0 0.10' MIN. THICKNESS W INTO OR AS DIREC70 EXISTING PAVEMENT - IN PREPARING THESE PLANS, K&A ENGINEERING, INC DID A THOROUGH SEAR ALL EXIS77NO PLANS AND COMPILED A FIELD SURVEY OF ALL ABOVE GROUND ~ ..M. APPURTENANCES K&A ENGINEERING, INC, PROVIDES NO WARRANTY A GEPTS NO a. - \{ .... RESPONSIBILITY AS TO THE ACTUAL LOCH77ON OF ANY ABOVE -- r .., R G OUND U77LI TY EITHER INSTALLED BEFORE OR A' R THE DA THE PREPARATION w' OF THESE PLANS CONTRACTOR TO CONTACT UNiJERCROlf RWCE ALERT 0 811 TO VERIFY LOCA77ON OF EXIS77NG UTILITY LO 5 ? myma THE ENGINEER OF RECORD F THERE IS ANY MATERIAL Al \ a¢44 n \ \ \ ¢F TILT J076 C3. j 16, W=14 v � 4O '0 "y OUNDAR Y Q100=1. 7 C FS. " 'ram ��i s —- 8 \ i W 14' S9 C ° , \ 77?�Cr TRACT Gil19 76�7 3�780_1 w 12 , — 8 �\ \ 14.P. ' 010= 6` C : S 01' =4 a \\ �3 8 7 6 S � IN 20 15 13If 35 \ \ I 27 T4 I 1 \ \ C.B YY 14 15 34 � \ \ \ 100=8 4 V.S.. 22 w, _ \ \ 010= 4 CF.S. � — :,:.,. m \\ \\\ 23 31 '� f C.B 45, i�' 21' x -' 88 \ \ 42 43 ! 1402=04 6 CFS � �14f 010=01.j C FS. � 2 n • CBS 44, W:21 Q7lJl=li6 GF..S: �, �:f A1�ti.3 C.F.S. g 12 \ \ 60 0 -5.5 CFS � 34 B. Cj 4G; 6� 74' C8.# J8 fit' 14' L?lOD=2�S C.F. \ \ — 4 29 35 Q100=4.. CFS50 1 D10= L CI"S f30 C8 41 WY 14 z, ' 1Q(J=39 CFS.( 8 <,.a \, � C.B. 14 -� ..,, —5 S Q1I3=2 6 CFS .51 G?1G►0-3. CF.S \ - 3 36 W 010=2.3 CFS \.� 38 39 40 42 S �,E 28+�,. �� C 8, W14 v �.�Q.�.5 W W CBI 39, W: 14 M�5.1 C.F.S. \ \ ��0 , :. � �\ / 1t113=4.6 �:F.S a 7 r s ACr BOUNDARY 01J=12 CFS. \ '64 53 010-�22 C.FS CB107, 59 — 27 53 : 5 58 \ 54 C F S. \ ` 50 26 55 ,, r...,__...vm,w. 5 \ 6 y CB � W 14' Z­jt � . !r A 4a ,—14'1-1oz 5 C.FS.56 ' 4 - CB11 11, 0110 B5 CFS 8 ,: T , , 43 42 \ 01 PARK 5ff 41 00344 FSS z 4, ,: \ ��44 n. 91 , i�< # �� 2,,. _ d1I =fJ a CF.S 1 r ,y CB.# 6, W- 14 46 1 a = W ILrT 2-8 AC \ 0100-3.4 C F., 62 — , k, a. G 010-2.1 C.FS '��� �� C.B1 J4, W= 21 1 — 0100=9:2 C:FS. `:. ce, 5 W—i' 39� 64 87 88 89 90= 5 CFS 3 I 'd Q100=3.7 CFS d8 C.B 31, —14 W SEE REVISED 010-2.4 CFI 65 a1a 62 Fs __-__ , \ i • C# 4, .B. W 14 g 66 01CC-2.7 CFS 83 17 010-17 CFS 16' 10 9 8 7 ��— � Q1aD=0 9_c.FS. 17 16 15 14 13 12 33 .B,¢� 2, 14 C P. 33 W 21 — 010=0 6 CFS TRACT IRA.CT 68 CB. 4, W-- 4 C 1 8 S 81 01aQ= 8 C.F. N.A.P. 10� CF 010=4 6 CF, _, 69 18 0 4 CF a a i � ffi A FA I 1 �E Fri°��p '��'�.... � � i� �6• B , t mw GRIND AC & 0VERLA Y z 12 :2' MIN WIDTH OR AS DIRECTED 9 ® d 10' MIN THICKNESS E . 8 EXIST AC PA IlEMENT f 7 NEW AC PA VEMENT' 10' EA1N DETAIL N. T.S. REWSIONS APPR. I DATE COUNTY 4.5 .59 26125 j 24 27, —14' 71 Fs VD :1,9 arls B � , 06 1 67 1 W 1 69 1 70 1 1 1 72 I 1741751 76 1 7 1 78 1 V 1 80 44 143 1 42, 37, Ell 36 16 I--' 15 14 C 8j 22 W--:14' __.._.�. iWiwi-" 2,19 1 28 27 SCALE 1 "=160' 0 180 320 480 640 U 3 B 0 R N EjVG11VfER1NG 357 N. SHERIDAN STREET SUI TE 117 LAND PLANNING CORONA, CALIFORNIA 92880 TEL. (951) 279-1800 SUR'MING FAX (951) 279-4.380 R R. C.E. NO 55 34 DATE I BENCHMARK.• 1.5 MXL S NORTHOEST OF THE POST OFRCE IN ALMML ' . ALOW'STATE 71, ON ME WLLOW BROOK RANCH WHIM' IS OWED BY AIR. L.P. GORI;EN 30 FEET NORTHM'ST OF THE CENTER OF THE DRIVEWAY, 26 FEET Nt RMEST OF a THE GENIET? OF ME HIGHWAY AND 1 FOOT ►3EsT OF TIME FENCE; A BRASS DISK FLUSH IN CONCRETE TAB ON N'L;Y S VE OF TEWSCAL CANYON RD. +/ 1700 FEET N%t Y OF EAST 1/4 CORNER SEVION 17 M5 R5W. DATM 1929 E"LEVA1708 1182812 SCAL E' AS SHOWN PIN CtRWAG Na I QaTARr A 91 *01'15" 35 2' 55.60' .35 63' 8 91 *005 83. D' 84.20' 53.95' c I11'35'50 56. 00' 109.09 82.421 D 1077'48 19.77' 9.91' 8959'60'° 75 017 39,27' 25.00' F 9170'14" 25, 00' 39 78' 2.&Q.- G 5026'5r 318 00' 280 00' 149 81' H 50-2657" JOO 00' 264.15' 141.33' 1 . . 4976'43" 282 00' 242.54' 129.34' 36U7`29" 318..00' 20327' 105 24' >� 36'3729" 30O 00` 191.77' 99.29' L 36'3729A 282 0D' �80.26' 93 33' 9 10 11 12 13 14 15 16 17 18 19 20 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 SEE REVISED 18 "SD LA T B4 RESPONSIBILITY AS TO THE ACTUAL LOCA 77oN OF ANY UNDERGROUND OR ABODE 6 PER SD PLAN GROUND U77LI TY El THER INSTALLED BEFORE OR AFTER THE DA TE OF THE PREPARA 77ON 36 "SD LINE B PER SD PLAN fe TR. 30760 OF THESE PLANS. CON7RACTOR TO CONTACT UNDERGROUND SERVICE ALERT 0 811 TO TR.30760 O,di 6 SHEET 30 VERIFY LOCA77ON OF EXISTING UTILITY LOCATIONS AND SHALL CONTACT THE ENGINEER SHEET 21 p_� OF RECORD IF THERE IS ANY MATERIAL DISCREPANCY. 6 8 87�ih� tr 8 PROP. R 8 r�y,QF $ 12 WIDE WA TER �o!! 'p 6ir r! ESM T TO E. M. W. D. 36'SD LINE B 90 >,J r PER SO PLAN �; Q A J T C S 1. 61 ' 7. 3 PROP. R%W LOT 75 TO BE �" J � � N TR. 30760 Cs Ij V `�' I 62. OD' z 3 ; DEDICATED AS -� %`, s ',+t,SHEET 22 , '`� 7 • C A TEMPORARY ;n v 2 S3:Op' „ �� 0335 B ESM T TO E V M. W.D. 'r 5, � E sip 18' SD LA T B6 _ - _tip „- a74 `35 7 * ` 66. 00, �` C1 E STA EBEKAH 18"SD LA B7 PER SD r*5sz ,+� 77 S' PER SD PLAN �3 1 - � g f-(; 59.91r �� 1 C �HLI LLL R G� 78 ,s ,n , TR. 30760 - _ T �� �, PLAN TR. 30760 SH T 30 �` vs , _ K i tvi.52 g ' , f SHEET 31 r C 1403.35 - �` , 46 L 74172 - - 3T& 82 r c1[ :24 E ,HEM �'O 56.62 t Q -a� 3 rc d LE Kr- E` �i,'(�,�' � XL=15'� 1 ', 47.44 s7.56, 8 „� ",� , N - 13TcS3 Ij �• ' Q �0. g �° ry�0,3�y 7� XS=3.2 1.6' 'w= �) - e _--__ , F 5 BC __---- �. x ,h0 4 6214 TC N 45' nO 14 PROP R W f 62. *` 7376 Z 9+13- ;~--1466.44, �->3 0 `� _ _ �+ 'S7 OO -- _ 137 8t r _ -- -4 146 r �4-r t? �' <s, �'�' �J `U PROP R W �43 g 4 z G GE [� cr ua Da iJZ� t 3 ; yes 63 00' 32 FL W DRAA �2.6$, /'� 2, - �o�.p 2� 1 ES jQ H r�,.. o � ,, ,-� f`�4i 70' = _` 7 4 c�, .., 1 _ � � �r . �i 15 r` 3 6'00©, 13 ECT GF-rw5•g5 F" �'�� �' v 3s ; ��h 1 Z �C`' °` G 7 f ^F E r 61 b� , V 14 1466 Oft a 46.22 24 " E �� 1.91 ��� /�, '" +,; ST �t�AGE ^ ,, r-'� �4•p '49 \ .jam �� J� _ "^ f. n 12 c .. C. pRpIN.$3 FL ' ' �' - --- F �� ``, �a ����✓c PER SD PL B5 13 �� TC 148 �a r' BCC,, -� �� 3 1 1 ' `'' `��' �� �'� JJ �, �' , # 1466. "CF� '� ao �"- ;� �+ ,��, �, tea:.,. ' _,"`, 1r TR.30760 �.r".7 FL / ip B A 14 - 5.22 TC . ? t" �`,a 9�S�' QotEo SHEET 30 145 72L _ ,s'Dp m f er- it 6*CF �g4 FL -� D 1454 7.77;-''r �``o °D R / 1 BOYD �rsf E0T-� ,_ 14 N, �;N 18 y Qr � 46 • � C � 4� 6.9 � 50.66 � ` �� ��w` w' ,v �, � �;� �'+cam �c�' �. �� 6 p45g.98 30 TC 1A 7.9�� 17 77,• �'+ �;� PHASE BOUNDARY /� W L3 1458.48 FL Z �� , 3 , S4 �,�$ r �. 15' 9 Wit, °o . `,� n ��ti Ca 5yC�' 101 + �y 41 cis' 2 t.�`A t 4� 21:106 PROP. R/Wt"�' SEESH CONSTRUCT 4" !%VEMENT OVER 8" AGGREGATE BASE rn 21 22 _ s ,, z ," ✓ J CONSTRUCT 6" TYPE "A- (D-NC. CURB ANDGUTTER PER CO. STD. DWG. N0. 200 �J CONSTRUCT 6' CONC SIDEWALK VERSIDE CO. STD. DWG NO. 401 CAMINOBOYD 4 CONSTRUCT CONC. CURB RAMP CASE "A ASE "CA A T 'T' IN7ERSEC77ON PER RIVERSIDE CO. Sit?. DWG NO.403 TR..347►J-2 CONSTRUCT CONC.GUTTER DEPRESSION CASE "B RIVERSIDE CO. STD. DWG. NO. 311 CONSTRUCT CONC CROSS GUTTER PER RIVERSIDE CO. S NO. 209 SCALE. 1"-40' 0 40 80 120 160 SCALE1 "=40' 13 CONSTRUCT CURB OUTLET PER RIVERSIDE CO STD. DWO NO. 3fI8 0 40 80 120 160 14 INSTALL STREET NAME SIGNS PER RIVERSIDE CO. STD. DWG NO. 816 NOTE- WORK CONTAINED WITHIN THESE PLANS SHALL BENCHMARK AM SHEETWO. o n NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT 0 S B 0 R N EA(GNMNC 357 N. SHERIDAN STREET 1.5 MILES NORTHWEST OF THE POST OFFICE IN ABERHILL W73M2 P# AND/OR A GRADING PERMIT HAS BEEN ISSUED. SUl TE 117 ALONG STATE 71, ON TIME WILLOW BROOK RANCH NWHICN a3 1 LAND PLANNING CORONA, CALIFORNIA 9288o IS 0WED BY MR. L.P. GORDEN 30 FEET NORTHWEST OF 3 THE PRIVATE ENGINEER SIGNING THESE PLANS IS 771E CENTER OF THE DRIVEWAY, 26 FEET NORTHWEST OF c0awfFli ` RESPONSIBLE FOR ASSURING THE ACCURACY AND TEL. (951) 279-1800 THE CENTER OF THE HIGHWAY AND 1 FOOT !NEST OF THE SMW N Z � R � FAX 951 279-$380 FENCE A BRASS DISK FLUSH IN CONCRE7E TAB ON N'LY SAL MWOLIC ACCEPTABILITY OF THE DESIGN HEREON. IN THE ` SIDE OF TEMESCAL CANYON RD. t/- 1700 FEET N'WLY SN& A#*0$6 i rt�7/�► VIE "` DAYS EM EVENT OF DISCREPANCIES ARISING AFTER COUNTY Engineering, Inc. OF EAST 1/4 CORNER SEC7701V 17 T5S R5W. c oo DOW STA 9P� r0 STA m OF SH YOU YOUDG APPROVAL OR DURING CONSTRUCTION, THE" PRIVATE TOLL FREE DIAL 811 ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING DATED' 1929 ELEVA770. 1182.818 MARK BY DATE APPR. DATE PREPARED PY R. C. E. NO, 55534 FOR. W. 0 COUNTY A PUBLIC SERVICE BY AN ACCEPTABLE SOLUTION AND REVISING THE PLANS REVISIONS - �� pA i m f t� 2c, SCALE.' » = 40 FILE t UNDERGROUND SERVICE ALERT CouNTY FOR APPROVAL BY THE COUNTY. ENGINEER Orawing: R: �144085�Frnol�Street\30760-1�0851UP-03dwg Loyout: 24x36 L Lost Saved. Thu Ju! 19, 2012 - 731am Last Plotted: Thu Jul 19, 2012 - 1: 18pm By. OennyN .. �F::K 44✓1 .. LLJW si Q TA Ad Da TA R U S L IH T�IIT A 5;36'16" 1018.nlJ' 99 58' 49.83' 9*5611 " 1000,00' 173.42 86.93' C 523'310 982, 00' 92 41' 46.24' _ 11 8738'11" 25 00' 38.24' 23.99' E 88171'54" 25 00' 38 41' 24.16' ' 92 J4'34" 25.00' 40 39' 26.15' � 91'58'06" 25 00' 4G1. 13' 25 87' H 9OW'16" 35.00' 54.98' 34.8,7' ; 9076'220 35 C30' 55. VT75 Tt 4 1�_l - 4 43. 72' 12' � z Z � �z 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 UTILITY EI7HER INSTALLED BEFORE OR AFTER THE DATE OF THE PREPARA ilDN OF THESE PLANS CON7RACTOR TO CONTACT UNDERGROUND SERWCE ALERT O 81 VERIFY LOCA17ON OF EXIS77NG UTILITY LOCA77ONS AND SHALL CONTACT THE EN R OF RECORD IF THERE IS ANY MATERIAL DISCREPANCY. P, SCALE 1 "= 40' mommmommi 0 40 80 120 160 35' t3 LANDSCAPE EA SEMEN T TO fHOA Q NOTE. WORK CONTAINED WI NN THESE PLANS SHALL Q NOT COMMENCE UN77L AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. THE PRI VA IF ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND DW. MWWK ACCEPTABILITY OF THE DESIGN HEREON. IN THE 00RE "" DAYS RM EVENT OF DISCREPANCIES ARISING AFTER COUNTY YOU DIG YE(1 DIG APPROVAL OR DURING CONSTRUCTION, THE PRIVA 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 Drawing: R: 144085Frnal\Street J0760-1 0851UP-05-REVdwq Lomut: 24x3& L Last Saved.- Thu Jul 19, 2012 - 11:39am Cast Plotted: Thu Jul 19, 2012 - 1: ?9pm By DennyN 57 24 "SO LINE C PER SD PLAN TR, 30760 SHEET 35 174.01' 61.20 18"SD LINE 3-81F PER SD PLAN TR. 30760 SHEET 27 51 D 6161.20' PROP. RIW 50 REVISIONS (MODIFIED) 13 € �-� SEE REVISED -� € Wig Wl� 8fv WIc iv CAM1NO ROHN i i� N PF U I E� U: W I W �,^ = a 11 �11h SEE SHEET/ L4 Q ��jzz N DEPA ROAD 1 I! 1 f� SM 1114 # FN 6 �iti f 56 �I�t i U� U-o REF. t.,At �iN UI SIN �I� .�� W,d �ih _ Ten ifl �`Nt#`ep Z �� EIi TQ/ W � U i � Q11 O F ©� + Ui 10' 18 28 � � �u CS h �9 + � �h t`. 1P I � Obi p v hi t - +F d' ## z Wf un N 7 ' A AS . �sF �� #1 f pfW ^? 6 .. +f F 3 �: R! i W F 3{ w€ tj- U C-) Ij ryF U i i(� i'f p r O tl'€ r"3 rry� of 4� Ih "7f C]'31�7: © En C,i►-:,ti W € o r.�r, d€. �N ' 38'a€ •�+ . .� € d + of 5I Mi € O I bsF ' € "'? Z E 'N r cy � Z 47 � 32, O€ Q �1� t 18"SD LATS r�i E� �`N' �LA IS C6&C7 PER, SO PLAN ' lO ` TT 30760 € N E t 'SHEETS 38 89. 45 `cof R/W 11.1(3 I ,,. € y.f 505f©5 07 f 55.. 98 5 75'-Z'r ; A 4NO � # F a� 85.72__: f- r' _ ¢ _ 109 28' j 41 FL i �- ElST1NG a ^k48 € ( W I r� p tics, - , � SCJ � � a 'I F 15 . € psi m PROPOSED N€ ## € � � i" C�� 10' iB' ' ►.,.: �r ; 10111 Y f �? i r+j i f { # F -E4 �f 4i�`i p 1L:� I'0 .-!r 441 "^iF.�J'. :.... p�7yy������CC .� 1 �l I �;.. 1 c ©.,7L k✓L € �!{ ; t^ d ,} .. 2CJ j i �€ � rt,IW�J .' f: ## V �f k r , OF CJ 28 I r 2MAINTAINEDZ- ^,4 ml ; c� P ,4RA1'E PLAN 56' V F pi��� tV �C�� r .� 1 I.P. MS 4064 U f"� NE 4br'� -#.€Zi aY O A, t, r t1 et I v �E PAIM4 RCS 6i,►—, cV !# .� "� .., as rn r p 1— U.cry �q ' N1 F W TRACT B RY CAA#N0 N1 C PROP. R WF EXIS%N * SIF J€T SE Q rn!�J ,�N TR 3060-1 N ENGINEERING 357 N. SHERIDAN STREET SUITE 117 LAND PMNNIdNC CORONA, CALIFORNIA 92880 TEL. (951) 279-1800 SURVEYING FAX (951) 279-4380 Inc. APPR. DATE PREPARED BY ` R. C. NO. _ 55534 -__ CO(INTY � � DA TE 07 - ►I - Z.o I Z GRIND AC & 0 �ERLA Y 12 2' MIN WIDTH OR AS DIRECTED 9 0 10' MIN THICKNESS FEATHER TO MATCH EXIST. AC 8 64' 2' EXIST A f'A VEMENT 7 10' S CHON A N. T S NEW AC PA DEMENT CONSTRUCT 4" A. C. PA DEMENT 0VE•R 8" AGGREGA TE BASE CONSTRUCT 6" TYPE "A-6" CONC. CURB AND GUTTER PER CO. STD. DWG. NO 200 �J CONSTRUCT 6' CONC. SIDEWALK PER RIVERSIDE CO. STD. DWG. NO. 401 CONSTRUCT CONC CURB RAMP CASE 'A' 0R CASE °C" AT 'T' IN7ERSEC77ON PER RINERSIOE CO 577} DMV. NO 403 a-- CONSTRUCT CONC. GUTTER DEPRESSION CASE "8" PER RIVERSIDE CO STD. DWG NO 311 CONSTRUCT CONC CROSS GUTTER PER RIVERSIDE CO S7D DWG. NO. 209 REMOVE EXIS77NG TEMP AC SIDEWALK REMO E EXIS77NG TEMP AC DIKE CONSTRUCT CONC. GUTTER DEPRESSION CASE "B" PER RIVERSIDE CO. S7D. DWG. NO 312 11 MO'VE EXISTING PA VEMEN T & JOIN PER DETAIL HEREON 12 AC & 0VERLA Y A T 0,10' MIN. THICKNESS FOR SMOOTH TRANSI77ON 13 CONSTRUCT OUTLET PER RiVERSIDE CO. STD. DWG. NO. 308 (MODIFIED) 14 INSTALL STREET NAM S PER RIVERSIDE CO STD. DWG. NO. 816 15 INSTALL STREET NAME SIGNS RIVERSIDE CO. S7D. DWG NO. 815 — INSTALL RESlDfNTTAL H.P.S.V STREET L16HT (9, S PERRIiW9f CO S& NO 1000 - SEE STREET LIGIT PLAN — INSTALL STREET TREES BENCHMARK., NHL L T NU 1.5 MILES NORTHNEST OF THE POST OFFICE IN AL&WHILL Tiff JOW IN ALONG STATE 71, ON THE MLLOW BROOK RANCH IYHICH IS OWED BY MR. L.P. GORDEN 30 FEET NORTHNEST at' TkAmM3 THE CENTER OF THE ORIVEWAY, 26 FEET NORTows OF comy Of THE CENTER OF THE HIGHWAY AND 1 FOOT NEST OF THESCM W'''OA� FENCE. A BRASS DISK FLUSH IN CONCRETE TAB ON NLY SIDE OF TEMESCAL CANYON RD. +f- 1700 FEET N'KY SM AOWM/ PTV OF EAST 114 CORNER SECTION 17 TES R5W. C4400 BOYD STA 29AW TD HA 35+ 15 OF!'!SHT DATED. 1929 ELEVATION.• 1182819 SCALE1 " - 4Q' FOR.•+! 0. GDilNT , FILE fl ajoit6" N nj cwtf TA NQ DELTA LEAIIGTH TANMVT A 9170'14" 25.00 39.78' 25.52' a 89�59'60" 2 00' 39.27' 25.00' C 10179'14" 318 00' 56.36' 28.25' D 1OV9'14" 3D0.00' 53.17' 26.65' E 1OV9'14" 282 00' 49.98' 25.05' F 8959'60" 2, 00' 39.27' 25.00' G 107748" 110 00' 19. 77' 9.91' H 81 V I ,50" 56 00' 79 20' 47 85' � 60�6'15" 53 00' S5.91' 30.87' J 6026'15" 35 00' 36, 92' 20. 39' x 167844" 11600' 31.32' 15 77' L 21236'35- 38 00' 1 141.01' - IN PREPARING THESE PLANS, K&A ENGINEERING, INC DID A THOROUGH SEARCH FOR ALL 000n,73, V EXISTING PLANS AND COMPILED A FIELD SURVEY OF ALL ABOVE GROUND APPURTENANCES K&A ENGINEERING, INC, PROVIDES NO WARRANTY AND ACCEPTS NO ND OR ABO VE nnc� ► SPACE GROUNDSUT7L TY EITHER INSTAL EDLBEFORE OR AFTER THE DA TE OF THE PREPARA RON `_< SEE REVISED IY!' F:Rf Accat~ss OF THESE PLANS. CONTRACTOR TO CONTACT UNDERGROUND SERVICE ALERT 0 811 TO � L \�� VERIFY LOCH110N OF EXISTING U1ILITY LOCA110NS AND SHALL CONTACT THE ENGINEER V 500OF RECORD IF THERE IS ANY MA TERIAL DISCREPANCY. CO T s 09 TC e� n 'cr 1� C �0• 1445• 59 FL �s G, �G 1444 0 FS �3 FL 18 4 5 �,� XL-6.6' 1'� $0 00' 1 S �', e- XS=5. 6' `x-, 1 'c'v cl 445.1 30 4 � s 1 �0 �- cu 1`s�6� G PROP. R/W 3 60-p 16"50 �f:' 4 co - 61.1 'qz 1` r� �s �sr 2 10 13 , 6, 7 % 7 _ $g g8 PROP. R1W �,' �; 18 + � x g6 77 tAQ 133 4 : 2 1p 19 `� c6 sr G/ \03 C> , � h�2� 17 FL 4- �;+ `01" C-� 2 'o �� �� �r 12 O 1p r n _�`\\ `��1 C 144� 2 /� 2J�j :,4, �°' �`A- �Op.11� �1` O , , ` �` 442'6�' - � �',� v w 1'�� wig �1`��v' sr 'o l0 �'��`�•, K 02¢� ;/ LAEASE PE .,o�cp6, p »S EMGNOY ,`, ,O,cn �1 1\ r� 1 g, 1 p ��70 �s `�Jv �¢b'2¢ FC TO HO TRACT BOUNDARY _ E y RFLO 3 0, 1rn $' 2$ a'`,� /' x �'' s'sD ¢a a v iAgc �, 2 86 � ,;� 1, 1, �'` 16 �'- j ���. �� 13 CONSTRUCTION NOTES Ai CIA UM 1. Tom/ Q� q �` f} ;� �` ` �z ,� �, Q1 ,c� 0,� �, s� I o , 79 0 '4O` `1.• G `"'cs+ 1447.3 8 u7 1 CONSTRUCT 4 A. C. PA VEMENT OVER 8 AGGREGA TE BASE \ _ vua c),— •r G� FS L E `�-' \o �",G�� ��v� �``� 5� �1X' �O ¢�� 2 CONSTRUCT 6" TYPE "A-6" CONC. CURB AND GUTTER PER CO. STD. DWG. N0. 200 `,��� `,� �'cr c � j �5t� 1g¢s8� TC ,�.�/ � `�O \� �� �� ,�� �'-a yam 15 ,n sS� F c CO CT 6' CONC. SIDEWALK PER RIVERSIDE CO. STD. DWG. NO. 401 ,� ��� �,�aCOR TE MIGUEL TRACT BOUNDARY � " A , 4 P� a ?� \\ •� .a Q �J CONSTRUACT CURB RAMP CASE AA C OR CASE AT T' INTERSECTION PER RIVERSIDE CO. STD. DWG NO 403 �•q�� / 4 N \'a �`,'''�,, `.C' n�`�C>` �� TR 3�7d03 SJ 8 � 2k �� p �' CONSTRUCT CONC R DEPRESSION CASE "B" PER RIVERSIDE CO. STD. DWG NO. 311 18 SD 79 '�`�' OPEN 7 CONSTRUCT CONC CROSS PER RIVERSIDE CO. STD. DWG. NO 209 NoT& : �V OVFew . � r`�o 14 �-- SPACE vv*Tcrc Flow$ ddiz,t CALIWO ` � r 14 INSTALL STREET NAME SIGNS PER IDE CO. STD. DWG. NO 816 11WNTAINED BY HOA of Y*P- STET To TH2 NemLTx � p + •T �,�5 � ��� $ �0� — INSTALL RESIDENTIAL H. S. V. STREET LIGHT (9,50 NS) PER RIVERSIDE CO. STD. NO. 1000 - SEE STREET LIGHT PLAN 0 �� SCALE. 1 "=40' — INSTALL STREET TREES 0 40 80 120 160 — INSTALL STREET' TREES NOTE WORK CONTAINED WITHIN THESE PLANS SHALL BENCHMARK.' ����` BIB HD a [] NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT 0 S B 0 R N ENGINEERING 357 N. SHERIDAN STREET 1.5 MILES NORTHWEST OF THE POST OFFICE IN ALBERHILL TRH a3MI JF . 'c AND `OR A GRADING PERMIT HAS BEEN ISSUED. SUITE 117 ALONG srA7F 71, ON THE WILLOW BROOK RANCH WHICH U / 1S ORIVED BY MR. L.P. GORDEN 30 FEET NORTHWEST OF 6 d THE PRI VA TE ENGINEER SIGNING THESE PLANS IS LAND PLANNING CORONA, CALIFORNIA 92880 7HE CENTER O' 7HE DRIVEWAY, 26 FEET NORTHWEST OF COUWQFRAMW c' RESPONSIBLE FOR ASSURING THE ACCURACY AND TEL. (951) 279-1800 THE CENTER OF THE HIGHWAY AND 1 FOOT WEST OF THE s+ �ziDIAL TWO� ACCEPTABILITY OF THE DESIGN HEREON. IN THE .SURVEYING FAX (951 279-4380 FENCE. A BRASS DISK FLUSH IN CONCRETE TAB ON N'LY SIDE OF TEMESCAL CANYON RD. +/- 1700 FEET N'KY SN&7Aff0w T PIAN BffaRE ""� DAY= EVENT OF DISCREPANCIES ARISING AFTER COUNTY Engineers g, InC. OF EAST 1/4 CORNER SECTION 17 T5S R5W. YOU D� YOU D�; APPROVAL OR DURING CONSTRUCTION, THE PRI MA TE COR7F M/R ,3TA �0 A V#7 OF �H f TOLL FREE DIAL 811 ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING DA70.- 1929 ELEVAI70N: 1182.819 A PUBLIC SERVICE BY AN ACCEPTABLE SOLUTION AND REMISING THE PLANS MARK BY DATE APPR. DATE PREPARED BY R.C.E. NO. 55SH FOR. !O. COUNTY V UNDERGROUND SERVICE ALERT ReVlsioNs . DA TE ? / 1r /Zia 1 Z SCALE 1 " = 40' AIL NO FOR APPROVAL BY THE COUNTY. ENGINEER COUNTY Drawing: 7t0851MP-06.dwg Layout: 24xJ6 C Los( Saved: Wed Jun 27, 2072 - 2:44pm Lgsl Plated: Thu Jun 28, 2012 7:04am 6y DennA Urawinj: K: 4l4$UZ3U SY ll7d1 tJ[fee, �J(J/pV—i jUoo;w--U/.UYJU LUYUUC [9XJU L LC1J1 .)WffU. rreU ✓UIa u, wrt — 4, —Y— L-1 r 1-1— ;uu v j, c,, "" 1. ruurrr — --p. Ct&WD4TA AIIA D.TA RAMS L IN TANG W A 1077'58" 110 00' 19 77' 9.91' (8> 88'31 29 56.00' 86.52' 54.58' C 6755'28" 5J 00' 62 83' 35.70' v 67'S5'28" 35fl0' 41.49' 23.57' (E> 12'5'0'46A 318 00' 71.3D' 35.80' F 1872'24" 300 00' 95.JJ' 46.07' 22 1872'24" 282 Ofl' 89 61' 45.19' ►i 845822 25 00 36. 93' 22. 78' I 9fl'0©'}0" 25.0 J' 11 39.27' 2 5.00_ V1 r � 90 SEE REVISED Q� g '�� OPEN SP�4 F -- k, sFst- Nr 56' 9 Wf LASMCAUD HY FIRE ACCW `J, 5� 49 10 18, � � t,o, ti�)i�if{ herd 48 �` 54. 77� 51 14 5r 58 k, 1 $F zo,`t, 56 74 15 p5 7g �'� 54 PROF' R/W ipi 5, 62' 6 4. 0 7'\�`. `*`d r ' +� PROP. R/W 2 0 23` 7� 1505 2 �� �� 5�3 55. 1 ^ �'' rr 75 '' H 70.40 � i`��� .24 � C �� � ''r 61.00 - � i o, 1 i IN 73� .r. C9 %� a? 9357` ►, ,c cfl'' 61.00 63.61 _, 150g,8 �� A _ 52 '' F� 3 7 18 SD �,, � 7 61.00 2 17 9475 •� �1 150� 7 99 8C . 9 Fi�D ,1k�&' , 1 61. 1475. 3 TC _ 24 SD 55 > , i 1 7'9 2 �1 Z _ C 1505 '? C'� 17.25 2, ,� 1475. 7 F 1469. 98 TT 4 , 4 pg-5 12 "� 69 ` = F �� r- s.� q fl E - FL C \• " F[ 18'SD by 19 d O Z 1 5 6.34 187.41 1 1505• ',� •� 8,. �g n, on oo ld 76 5 1 469 ` . `4 5� 56` n, Z- 1 `~ ' Qo ' .. 15 306, 5 2 s f, 24,378' -1 Q4 ` ao . m4.02151 8532r1Pk 2 12' Y � zo A�� Q, 61.00 , X -15 r 11 c7 .8 PROP. R/W - - - - r _� �,� ,` 1 61. 0 ty XS=J. 4' w srOR ,r �� h ..y. ;v r�' s0 p0 tiV 32 61 P' -at -� 6p.00 W ' �4 : , V r � GJ� O -- G`a PROP. R/W 0, 59N� %Q R! ' : { ,'f e , t+ oar —' �/ O / i "1 �1' 1 R O, 1,hr"`ff S CA OPEN / �� f3 'tom �r DEPj i!/( 1 �i t0 i rr rf I "5i r G r ``, h, I r 1 ° � 4q -'Q1 p"'Z! rr 4�P'\✓ 'Y � k# ►\ �1 Y ►�f ~ ij y� iMr r r rrrypS�l1,,j Q r 4"} r T BOUNDARY f ,"'` ' t 25 ~,IV'63 � MoU 1`"AXr'� / 64 LANDSCAPE �' h'h b 143 w, r 11 D r. , -co ► EASEMENT _; Ta HOA 13 �; h ff �U75J TR, 01750 2 20 DRAINAGE 1 '� EASEMENT!' TO HOA ry1 CALLE REBEKAH 'vvA'iefL E-i EA-s'c 6db-2 t%tcoA PwwT SCALE 1 40 ........... 0 40 80 120 160 SCALE- 1 "=40, 0 40 80 120 160 E CONSTRUCT 4 A.C. PAVrMENT OVER 8 A•GGREGATE BASE 13 CON57RUCT C UTLET PER RIVERSIDE CO. STD. DWG. NO. 308 CONSTRUCT 6" TYPE "A-6" CONC. CURB AND GUTTER PER CO STD. DWG'. NO 200 14 INSTALL STREET NAME PER RIVERSIDE CO. STD. DWG. NO. 816 3 --- CONSTRUCT 6' CONC SIDEWALK PER RIVERSIDE CO. STD. DWG NO 401 — INSTALL RES790,71s9L. SV STREET U 5W LUMENS] PER RIVERSIDE CO SM. NO NOO - SEE STREET LIOT PLAN CONSTRUCT CONC. CURB RAMP CASE "A ° OR CASE "C" AT 'T' 1NTERSECTiON PER RIVERSIDE CO. STD. DWG. N0. 403 INSTALL STREET TREES CONSTR CT CO C G TTER DEPRESS O C " " U N . U 1 N AS B PER RIVERSIDE CO. STD. DWG. NO 312 — ASPH EMULSION NOTE.• WORK CONTAINED WITHIN THESE PLANS SHALL BENCHMARK. ` Sl' rr O..: NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT 0 S B 0 R N ENGINEERING 357 N. SHERIDAN STREET 1.5 MILES NORTNNEST OF THE POST OFRCE IN ALBERHILL MCl, ,� 1Aim AND/OR A GRADING PERMIT HAS BEEN ISSUED. SUITE 117 ALONG STATE- 71, ON THE WLLOW BROOK RANCH #HIGki �� IS ON9VED BY MR L.P. GOROE'N M FEET NORTHWEST OF THE PRIVA TE ENGINEER SIGNING THESE PLANS IS �p , LAN PLANNING CORONA, CALIFORNIA 92880 7HE CMER OE 7HE DRIWWAY, 26 FEET NORTHWST OF RESPONSIBLE FOR ASSURING THE ACCURACY AND TEL. (951) 279-1800 THE CEN7ER OF THE HIGHWAY AND 1 FOOT NEST OF THE C� �. �+' Ntis FAX 9J�1 279- 4380 FENCE A BRASS DISK FLUSH IN CONGRETF TAB ON N'LY i ►1- ACCEPTABILITY OF THE DESIGN HEREON. IN THE ( ) SIDE OF TEMESCAL CANYON RD. 1700 FEET N'KY SMOKE DAYS NM EVENT OF DISCREPANCIES ARISING AFTER COUNTY Engineering, Inc. OF EAST 114 CORNER SECTION 17 T5S R5W. YOUYOUDC APPROVAL OR DURING CONSTRUCTION, THE PRIVATECA"' 'TOLL FREE DIAL 311 ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING DATED: 1s2g ELEVATION nR2a1s MARK 8Y DATE APPR. DATE PREPARED BY R. C.E. NO. 5534: FOR.- W o COtwrY A PUBLIC BY AN ACCEPTABLE SOLUTION AND REVISING THE PLANS c SCALE » ,FILE NO. UNDERGROUND SERVICE ALERT Y. ENGINEER REVISIONS COUNTY DA 7E "f - t Z to 12s 1 = 40 FOR APPROVAL B Y THE COUNTY Drdwrng: Layout: 24x36 L Lost Saved: Thu Jul 19, 2012 — 9:25am, Last Pfotted: Thu ful 19, 2012 — 1:21pm By. QeorlH ft t L �' A JMTA NQ B&TA IAKJS , "Vi TAi#MT A 84 38'22" 25. 00' 36. 93' 22 76' 9©iD0'00" 25.00' 39.27' 2800' C 895'1'01 " 25.00' 39.20' 24.93' S3'3921 " 58.00 S75 50 321.52' E 64 53'22" 500.00' 566.27' 317.86' F 64*53'22" 482.0 0' 545.88' 306.41' G 88`54'59" 25.00' 38.80' 24.53' LANDSCAPE �� IN PREPARING THESE PLANS, K&A ENGINEERING, INC DID A THOROUGH SEARCH FOR ALL FASFMFIV T 39 Ex1S71NG PLANS AND COMPILED A FIELD SURVEY OF ALL ABOVE GROUND 0 ' �;\�� HOA APPURTENANCES K&A ENGINEERING, INC, PROVIDES NO WARRANTY AND ACCEPTS NO �, �c� �SEE REVISED RESPONSIBLL TY AS TO THE ACTUAL LOCA 77ON OF ANY UNDERGROUND OR ABOVE �(� N Y' .� GROUND UTILITY EITHER INSTALLED BEFORE OR AFTER THE DA 7F OF THE PREPARA 77ON �� G� N� �`, PROP. R/W OF THESE PLANS. CONTRACTOR TO CONTACT UNDERGROUND SERVICE ALERT 0 811 TO o o ��' �$ '��� �``� 36 58.33' 102.34' 1° cc Aa c� \ 3 / VERIFY LOCATION OF EXIS77NG U77LITY LOCATIONS AND SHALL CONTACT THE ENGINEER w �' ;s j`, 1• OF RECORD IF THERE IS ANY MATERIAL DISCREPANCY. �`, 6g g4 6545' 42 J\�N w c — , _ F E 18"SD o A 24 "SD ' 5' DRAINAGE ``. �" `,` ' " 1' =='_ 1 - .. ,.. ,`.. ems ' �\ 4 °�.�g`�,'�z �`�%`y cam' `3 ' r EASEMENT - ; - 77.50 �.� 0 �,&n- TO J ' HOA �v ao- 24 SD : �o ` x' '�S l" 0 .�v ifi � `�� 67PROP. R W '::,18"SD ��� - ° 67�4 061 6S � O*,G',� s,+ ; , ;2�1• �v�1 �+ X, VTRACT BOUNDARYOPENLy `�A- LANDSCAPE p A �• " r r ' �r cm" h �±'\ fl '' 'S� . �,►� '� ep 64 �EASEMENT SPACC -�� 62�° �� } 69• ,cam TO HOA p o a.�s .� tQ % r.. c A t 5 �$ r .\.ys,`� / / �� °5•°5 62158 ``� PROP. R/W5. 07 - , XL=15 vz vv x,�,o •62 4� ' XS=3.0, `.o. N'�`�' F;�%' 18'SD z q " �,�, h, ��► ! '8°� ° 71 ,. z '�• �� N,d2,yi 1 �Q 4 14 24 "SD $11� c!? '�' PAll' �. 6soo+ `S „ .:r ,. - CAMINOALLEN . � 24 SD G,G 4 �x TRACT BOUNDARY XL=15' t PROP R/W Jr9 4 1 TR.3076a2 ci �gX / �' xs=3.2' If ,`1 ►\z 61 18750cp 74 O J`\,O o a FRB" , COITRU+CTI►N NOTES 0"C �"�' ' `o CONSTRUCT 4" A.C. PAVEMENT OVER 8" AGGREGATE BASE 14 INSTALL STREET NAME PER RIVERSIDE CO. STD. DWG. NO 816 09. -1$x Ala 2�— CONSTRUCT 6" TYPE "A-6" CONC. CURB AND GUTTER PER CO. STO. DWG. NO 200 INSTALL RESIDEN77AL H.PS, V S7REET 9,500 LUMENS) PER RIVERSIDE CO SIU. NO. 1000 - SEE STREET LIGHT PLAN S6 ��� CONSTRUCT 6' CONC. SIDEWALK PER RIVERSIDE CO. STD. DWG. N0. 401 — INSTALL STREET TREES 26 \� �,ls IZ $ �O• ;�' SCALE: 1 "-40' 40-- CONSTRUCT CONC. CURB RAMP CASE "A" DR CASE "CAT " 'T' INTERSEC7701V PER RIVERSIDE CO. STD. DWG. NO. 403 -- ASPH EMULSION 0 40 80 120 160 O CONS-TRUCT CONCC, GUTTER DEPRESSION CASE "B" PER RIVERSIDE CO. STD. DWG. NO. 311 �Y NOTE. • WORK CONTAINED WITHIN THESE PLANS SHALL $ENCHMARK.' m7r N� O NO COMMENCE UNTIL AN ENCROACHMENT PERMIT © S B .0: R N ENGfj� R/NC 357 N. SHERIDAN STREET 1.5 MILES NORTHOESr OF 7HE POST 0FRGE IN AIBEWLL 2 I AND/OR A GRADING PERMIT HAS BEEN ISSUED. SUI TE 117 ALONG STATE 71, ON THE WILLOW BROOK RANCH *11CHIRAC �u IS OWNED BY MR L.P. GORDEN M FEET NORTHWEST OF % w THE PRI VA TE ENGINEER SIGNING THESE PLANS IS 1 LAND PLANNING CORONA, CALIFORNIA 92880 THE CEN TER OF THE RESPONSIBLE FOR ASSURING THE ACCURACY AND TEL. 951 279-1800 THE CENTER OF THE HIGHWAY IF 000 AND FOOT KEST OF OF 7NE s [SAL wmw ACCEPTABILITY OF THE DESIGN HEREON. IN THE SURVEYING FAX (951) 279-43$0 FENCE. A BRASS DISK FLUSH IN CONCRETE TAB ON N'LY BfOR£ DAY M EVENT OF DISCREPANCIES ARISING AFTER COUNTY Engineering, Inc.SIDE OF TElIAESCAL CANYON RD. f/— f70n FEET N'WLY YOU MG Y()t)>OF EAST 114 CORNER SECTION 17 T5S R5W. APPROVAL OR DURING CONSTRUCTION, THE PRIVATE TE SZA VOW00 TO STA SH'. TOLL FREE DIAL 811 NGINEER SHALL BE RESPONSIBLE FOR DETERMINING DATED 1$29 E7EVATION. 1182.818 A Pl►BL C SERI CE BY MARK BY DATE APPR DATE PREPARED BY R.0 E NO. 55534 FOR• w p COUNTY � ACCEPTABLE SOLUTION AND REVISING THE PLANS SCALE „ _ FILE UNDERGROUND SERVCE Al ERT REVISIONS � � \`.: FOR APPROVAL B Y THE COUNTY. ENGINEER COUNTY DATE �? `14 f 2a j Z - 4D Drawing: R: �144085�Final\Street\30760-7j0851MP-09.dwg Layout; 24x35 L Last Saved.- Thu Jun 28, 2012 — 8:24am Last Plotted- Thu Jun 28, 2012 — 8.,35om By Denny" Nal DELTA WW IMfN TANWV7' A 89`59'60" 25 00' 39.27" 25.30- 86�6'S8" 2 (10' 3758' 23.36' C 23`37'31" 518 00' 213 59' ]0834' b 27'8C3s w' 2 122. J9' E 270U3 482r00' 2J . 1; 12 c. (.Akl� SEE [7 kE :N kL7'k 28' `�`,n 'v --k �`� s 18' 1� T �'�i SEE REVISED AIc,_., : ,, , t sa .8 °-•s.�S� +w vso lop 18 �fL� C'' I O C-5 'ell �I+ cm �. f� � Qz Utz C41 s �lhr PROP. RAW � � �?' h'i0 �lr!`� � ip titI ' s I 39 , n3; `hsl �. & 2 4 ' 4Orr �i ti� �i SS` 59 L, S 4 s�. 5fir' , 28 58 7 , 103.8. A 14 B 26 \�\� D C $'� ' rr, 4I 7!'ry { 1,4?l 57 \ - 27 >2.g ,! LANDSCAPE X r /0. 4 \ 2 83.00 EASEMENT TC 129 j ! 56 1327 PROP. R/W 13 8 74 226. IJ 98 29 r 12gj) TC c\ 74.00 -3.17 OAS PROP.W 1 67 \ 49. -�-_ �_- 3 k2� \ fii it y . 43 TRACT BOUNDRY v , 7prg r4 r Ci 1 - --,-- == ' t 4 i1 i� , 4 Z J _,_- -- - u k �k ,N I o• _ 53 r=-- TCSST RM DRAIN PIPE , o,+ TRACT © - 24"SD BOUNDRY 181SD _n $.. �$' sN sC,a Wit+ © \ /�i I, r V' q q7 9 18'SD 433. cx t t+ k ;-� sN \ ha..`',' rt�-' , rri�'�' --- ' A f 3 ! �' �at'fk' ►1 l�D p� S�'i n \V! F ' tr 8.. f'.' "" . f 13 laf �k� k� ,CA ,p Q� 1".SiP3 �4� -` ~'R0 'Ekoi -w_. f c� z'Co X \ �r -, �, --�4 jkIc) tU3 sC7 siviz3 p ^, 1 �1'` ! C4 w Go 1i� � � 1i ��jclrr'~�+1-�R3 CN _„k s �� IV �1A�r �" rr j �4 �,: 'J���(, © \ S Gli"itj1C,i a �EC31 IC•� ! - \7' \f ^'I C? `4lll - y! !1 1,� ✓T �� \ , •As ,+,,� ,� k tnfn n kn ::ik"' �'►'t; C3j r b� �, h 4�r f . ,/ N; s �Itb Vjp s� c�`pk�sCa �r►`� *1% , r r� r Iod Wr 4 71s- p { t� 0 \ kktn RK 51Tf �,� � �p , , r�i f rytiic r, xrIN� �,' hICA Trill P"'a. \ \ \3k �� s� 1 ryr ��1r YU 0+^ CAI ALLEY V1 !+ oc�W R 34760-,2>, ? ja> r. � sfE Tl�N N �� �3 CONS TR URD OUTLET PER RIVERSIDE CO STD. DWG NO. 308 (D— CONSTRUCT 4" A.C. PAVEMENT 0VER 8" AGGREGATE BASE CONSTRUCT CQN DSS GUTTER PER RIVERSIDE CO. STD. DWG NO. 209 CONSTRUCT S" TYPE "A-S" CONC. CURB AND GUTTER PER CO. STD. DWG. NO.Zfl0 14 INSTALL STREET NAME Sf ER RIVERSIDE CO. STD. DWG NO.816 D— Ac SCALE: 1 "=40' CONSTRUCT 6' CONC. SIDEWALK PER RIVERSIDE CO STD. DWG. NO. 401 — INSTALL RE91kWAAL HP.5V STREET LUMOVSj PER RIUSYDE CO STD. N4 1 - -TE STREET UCHT PLAN 0 40 80 120 150 CONSTRUCT CONC. CURB RAMP CASE "A" OR CASE '10 AT 'T' INTERSEC77ON PER RIVERSIDE CO. STD. DWG NO 403 —INSTALL STREET TREES CONSTRUCT CONE: GUTTER DEPRESSION CASE "B" PER RIVERSIDE CO. STD. DWG. NO. 311 — ASPH EMULSION NOTE' WORK CONTAINED WITHIN THESE PLANS SHALL F3ENCHMARK.• MET r NO. O la NO T COMMENCE UNTIL AN ENCROACHMENT PERMI T - 0 8 B Q R N 357 N. SHERfDAN STREET 1.5 MILES NORTHOEST OF THE POST OFFICE IN ALBERHILL 1SP# AND OR A GRADING PERMIT HAS BEEN ISSUED, ALONG STATE 71, ON THE W9LLOW BROOK RANCH WHICH SUI TE 117 i'AL""3 IS OiYNm B!' MR. L.P. GORDfN 3CJ FEET NORTHWEST FiFiu THE PRIVATE ENGINEER SIGNING THESE PLANS IS CORONA, CALIFORNIA 32880 rHE CaMNrER OF E DAY VEwAY, 26 FEET NOR rH#EST OF COMY Of� RESPONSIBLE FOR ASSURING THE ACCURACY AND TEL. (951) 279-1800 THE CENTER OF THE HIGHWAY AND 1 FOOT WEST OF THE a►F Ir DIALFENCE A BRASS DISK FLUSH IN CONCRETE TAB ON NEY �g ACCEPTABILITY OF THE DESIGN HEREON. IN THE SURVMNC FAX (951) 279-4380 SIDE OF TEMESCAL cAN1'pN RD. +/ 17D(1 FEET N LY Sltt lrr fl T'TLA 1 BEFORE DAYS8 EVENT OF DISCREPANCIES ARISING AFTER COUNTY Engineering, Inc. q� YOU APPROVAL OR DURING CONSTRUCTION, THE PRI VA TE OF EAST 1/4 CORNER SECiTOV 17 US R5W � � S{A � A 2 F 4. 8l• 1i TOLL FREE DIAL 811 ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING DATED: 1929 ELE'YA170N. 11828119 MARK BY DA TE APPR. DATE PREPARED 8 Y R. C. E NO. 55534 � �, — FDA'• 0 C4l!!V Ty A PUBLIC SRMCE BY AN ACCEPTABLE SOLUTION AND REVISING THE PLANS REVISIONS FILE NO. Elld#ERCRCiJNti SERVICE ALERT FOR APPROVAL BY THE COUNTY. ENGINEER COUNTY DA TE 1 — 40 Drawing: R:`144085�FinaljStreet�30760-]�{3851MP-10-h'EV.dwq Layout: 24x36 L Last Saved- Thu Jul 19, 2012 - ]]:41am last Plotted- Mu Jul 19, 2012 - 1:23pm By DennyH IaRVEDAM Afa DELTA RAWS LENGTH TAINT A 21236'35" 38 00' 141.01' - B 1678'44" 110 00' 31.32' 15.77' c 8951'01 " 25 00' 39.20' 24.93' D 90W'00" 25 00' 39.27' 25.00' E 207:35'48" 38 00' 137.68' — F 27'348 175.79 84.67' 43.17' c 27'3548 170.00' 52.98' 27.02' H> 22*20'1 4 2 00' 187.98' 95.20' 1 22 1743 500 r.. 195 D0' 98 75' d 22'20'43" 518 00' 202 02' 102 31' (K> 107748" 110.00' 19.77' 9 91' L > 116'05" 56.00' 113.51' 89.85' M 95'32'30" 53.00' 88.38' 58.39' N 95 U2'30" 35 00 58.36' J8 56' 0 885459" 25.00' 38.80' 24.53' IN PREPARING THESE PLANS, K&A ENGINEERING, INC DID A THOROUGH SEARCH FOR ALL 54 9S A �r EXIS71NG PLANS AND COMPILED A FIELD SURREY OF ALL ABOVE GROUND 3C 4Q 83. OPEN SFACC AP'UR7FNANCES. K&A ENGINEERING INC PROWDES NO WARRANTY AND ACCEPTS NO RESPONSIBILITY AS TO THE ACRIAL'LOCA77ON OF ANY UNDERGROUND OR ABOVE SEE REVISED `' '`� \ \ \� INTAINED BY HOA GROUND UT1L1TY EITHER INSTALLED BEFORE DR AFTER THE DATE OF THE PREPARATION ' X� `,Q'�, I cl j OF THESE PLANS CONTRACTOR TO CONTACT UNDERGROUND SERVICE ALERT 0 811 TO o 53 L VERIFY LOCATION OF EXIS77NG UTILITY LOCATIONS AND SHALL CONTACT THE ENGINEER kv OF RECORD IF ]HERE IS ANY MA 7FRIAL DISCREPANCY. f \ 1.9$ \ --* r r r o �i� 52g K �C2� 14 14 JJ = t,F a-, ., PROP. R/W 3� ' �E SG N c�' -, �,, o �C. 9 Q� 57 Vi CIWINO oMid �+-'� i o�, �3 SEESHE N ''"' ' Jr0 �, L 1 �G } 3>0 W , �' \ 5 1 5$� � a +1 2N °OF,* 01 NO. 9 r �i Q ZF 56 S Q ��' , 2' cry c mac`' �� i 28' D Zvi Ki �[ L" (31 10 18 18' 1 L 3Ca +1 d' N 28 28 56 A; CA"NO ALLEN SEE SHEET NO. 9 IN DRTE NICHOLA5 SCALE., 1 "= 40' 80 120 160 M 30760-2 ARID/OR A GRADING PERMIT HAS BEEN ISSUED. A-R THE PRI VA TE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND DAL ACCEPTABILITY OF THE DESIGN HEREON. IN THE BIFME UAYS10W EVENT OF DISCREPANCIES ARISING AFTER COUNTY YOU DIG YOU DIG APPROVAL OR DURING CONSTRUCTION, THE PRIVATE TOLL FREE DIAL 811 ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING A PUBLIC SERVICE BY AN ACCEPTABLE SOLUTION AND REVISING THE PLANS UNDERGROUND SERVICE ALERT FOR APPROVAL BY THE COUNTY. 24 " SD 78" SD 69 __12+93.89 COR7F NICHOLAS l J+29.20 CAMINO ALLEN^ 70 _-_ Drawing: R:\144D85\Final�StreeiE30760-1�0851,VP-11.dwg Layout: 24x36 L Last Saved. Wed Jun 27, 2012 - 3-30pm Last Plotted: ?hu Jun 28, 2012 - 8:38om 8y. Denn)H aloo 3 jg (, �, 0 {� 32 t 41. 79' H N 21 �� Z' 40 -v,, c�, ,'' - :31 p, l� `r L3 Ilk 4; 29.07 60.00 , TC 12 - 1 3g. ''l ►�;' �,� 47 c 441395�84 �s 13 4 FL _ 1 J 5� g3' PROP. R/W c$ E}-�.A.- ;, ':;. nC 1396.33 T ON S,- SC 5 50 1395.E S Z-- -3--. 02' ^Ip �p {�g8•S'39 E ,395.44 1 L 47 V 1g4' 1�', ,1,�,- �, 90, WQ Q�y$�� 25 C a 0 5$ 4 0� R 13� 7 E 14 F ,� 50.52 42 13BU' � i1 3 21C"SO MOC �G 56 { lF 3 9 79.-- 11 1 qa 1396.68 TC �4 4� 4C. 7 �Q ; ', 1 xZ 392.�U 4 1396.18 FL �9�' YY .rt A 18'SD61 60 $45 \\ ti �� l� cS1 l ���Ls► OPEN '`';� N� 62 ��� CALLE KE �, SPACE CX- 46 � x TR 3076a2 TRACT BOUNDARY CONSTRUCTION NOTES O7 — CONSTRUCT CONC CR UTTER PER RIVERSIDE CO. S7D. DWG NO. 209 J CONSTRUCT 4" A. C. PA VEMENT OVER 8" AGGREGA TE BASE 13 CONS 7RUCT CURB 01177 ET PER SIDE CO. S7D. DWG. NO. 308 CONSTRUCT 6" TYPE 'A-6" CONC CURB AND GUTTER PER CO. S7D. DWG. NO. 200 14 INSTALL STREET NAME SIGNS PER RIV CO. STD. DWG: NO. 816 - SEE SIGNAGE AND STRIPING PLAN �J CONSTRUCT 6' CONC SIDEWALK PER RIVERSIDE CO. STD. DWG. NO. 401 INSTALL RESIDEN77AL H.P.S. V. STREET LIGHT (9,50 ENS) PER RIVERSIDE CO S7D. NO 1000 - SEE STREET LIGHT PLAN CONS7RUCT CONC CURB RAMP CASE "A" PER RIVERSIDE CO. STD. DWG NO. 403 —INSTALL STREET TREES 50-- CONSTRUCT CONC GUTTER DEPRESSION CASE "B" PER RIVERSIDE CO. STD. DWG. NO. 311 — ASPH EMULSION BENCHMARK: M4CT1 = . SHEET' NO © S B © R N ENGINEERING 357 N. SHERIDAN STREET SUI TE 117`.6Q3 1.5 MILES NORTHWEST OF THE POST OFFIGE IN ALBERHILL ALONG STATE 71, ON THE WILLOW BROOK RANCH WHICH M+C JM2 ' p : l LAND PLANNING CORONA CALIFORNIA 92880 IS E BY AIR. LP. GOR©EN FEET N:�RTHWE'ST OF 26 THE CENTER OF THE DRII�EWAY, 28 FEET NORTHWEST OF l TEL. (951) 279-1840 THE CENTER OF THE HIGHWAY AND 1 FOOT WEST OF THE SURMING FAX (951) 279-4380 FENCE. A BRASS DISK FLUSH IN CONCRETE TAB ON N:LY � Momm HN Engineering, Inc. SIDE OF TEMESCAL CANYON RD. +/- 1700 FEET N'KY OF EAST 1/4 CORNER SEC77ON 17 T55 R5W. C� A D� T f 4 H Crag' LSE A ��v TO Sr c��— DATED. 1929 ELEVAT10N. 1182.819 FOR: w 0 COUNTY . FILE NO PREPARED BY- , `V R. C.E. NO. 55534 1 SCAL" — DA TE 1f it Zo l - ,� i 40' N 04 o, �A) WDIVIffU za VU JY.Z/ : Zo. UU I ...6*140 282-100' 221.99' 117 11' o 45tV`14" 500 00? 236. 16' 124.58' (f) 40*50107- 31800 226.64' 118.37' (F) 85-43'53- 25 00' 1 37 41' 2J.20' H J, 75*5021 3MIX, 42093' 247 74' 'doo1r, 22 �� SPAS DRAINAGE EASEMENT TO RC T9 2 SEE REVISED 60-59 SEE STORM DRAIN 60-50 5981, PLANS SEE SHrJ 10 O(NOOIRED) VVI Jew H J6, V 23 \"511 3� 00' 39716 �X" 373.28' 219-69" 98'435, 00' 54.46 34.!d Q 24 180 �--�123 1.35.00' 1 55.06' 90,07'55" 35-08, D2 9*10 qf �11r't '`*6" 'ZrrSOD V ,56 25 10, -?8 43' 18 �jf &Mj U) 18 4b 10' 16 17 LANDSCAPE 26 60 LANDSCAPE 00 IDRAINAGE EA SEMEN T EASEMENT - 00 _LTO HOA cn� !:7rCAU)VID 15 TO HOA A-- folk lk =15' f TRACT C T call 30 k\ 29 27 xL . 6' ..V BOUNDARY xs= N 4 TO BE 0 TCLA 4 28 EASEMENT EX EA LAN SCAPE SEJEN T CL (MODIFIED) x TO HOA 15 10�.61 v ------- CID SCALE: PROP. a R11w 4 - 4 14 1 v fS -5- 120 760 <np W3 ------ ................ -266 —9UC7fiQN -J." 1&\ 0 46 0 vto NOOTS TRACT BOUNDARY 00, CONS TRUC T 4 A. C. PA VEMEN T OVER 8 A GGREGA 7E BASE 18 SD 14 (D < 08 5 `-41 8 "SD CONSTRUCTS TYPE "A-6" CONC. CURB AND GUTTER PER CO. S7D. DWG. NO. 200 -r - / D Q ne- g Ft 36 "S0 2 !Q 002.CONSTRUCT 6CONIC SIDEWALK PER RIVERSIDE CO STD. DWG. NO, 401 18' I 8 0 . . . . . . . . . . . . \7];, CONSTRUCT CONC CURB RAMP CASE OA 0 OR CASE T AT 'T' INIERSEC77ON PER RIVERSIDE CO SM. DW. NO. 40J Gl?m & o vERLA Y A T a THICKNESS FOR SMOOTH TRANSITION 3 7 10" MIN, ,A V� J�p NY 5662y 56.62' 56+ -k 4' "s PROP. RA "�o so CONSTRUCT CONIC GUTTER DEPRESSION CASE "B" PER RIVERSIDE CO. STD. DWG. NO. 311 CT CURB OUTLET PER RIVERSIDE CO. STD. DWG. NO. J08 35 31 1 7NCN jf� I CONS77?UCT CONC, CROSS GUTTER PER RIVERSIDE CO. ST5. DWG. NO, 209 56, NAME SIGNS PER RIVERSIDE CO. S7D. DWG. NO. 816 49 34 12" \,CP9 '%" \ NONS33 32 PER RIVERSIDE CO. STD. DWG. NO. 815 NAc REMOVE EXIS77NG TEMP. AC SIDEWALK INSTALL 3rocrr REMOVE EXISTING TEMP AC DIKE — INSTALL REWNRAL H P 5 V 5 (9j50FJ LUMENS) PD? RIVER99E CO STD NO 1000 SE S7RffT LIGHT PLAN CAM 10 CONSTRUCT CONCRETE DRIVEWAY APPROACH (5 112 X 22) CASE 'r PER RIffRSIDE COUNTY STD. DWG. NO 207 — INSTALL STREET TREES INO LUNDE 7X 30760-1 11 REMOVE EXISTING PA VEMEN T•& JOIN PER DETAIL (SEE SKEET 2) — ASPH EMULSION T. SH-Et NOTE- WORK CONTAINED WITHIN THESE PLANS SHALL BENCHMARK: M4CT NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT 0 8 8 0 R N I ENGNMING 357 N. SHERIDAN STREET 1.5 MILES NOR7H*FST OF THE POST OFRCE W AiBERHILL AND A GRADING PERMIT HAS BEEN ISSUED. SUITE 117 ALONG STATE 71, ON THE MLLOW SR!OGK RANCH WHICH jZ4ajM3 IS 00NED BY MR. L.P. 0008N 30 FEET NORTHIKST OF Z2 THE PRIVA 7F ENGINEER SIGNING THESE PLANS IS►LAND AMNING CORONA, CALIFORNIA 92880 THE GEN IER OF THE W VEMA Y, 26 FEET NOR THAEST, OF TEL. (951) 279-1800 THE CEIVER OF THE HIGHWAY ANO I FOOT NEST OF AE A'4VVVVVVVVVVV0AANVV RESPONSIBLE FOR ASSURING THE ACCURACY AND %Y SUR Vmc FAX (951) 279-FDVCE. A BRAss D/.w am IN coI mo ON N 4380 DW TWOWOUK ACCEPTABILITY OF THE DESIGN HEREON. IN THE 50E OF TEMESCk CANYON RD. +/- 1700 FEET NK Y BffW Engineering DA*6:WM EVENT OF DISCREPANCIES ARISING AFTER COUNTY OF EAST 114 CORNER SECT9W 17 T5S R5W CAMW LW" SM VOOM. TO SM 2Zftffi YOU DIG YOU DIG APPROVAL OF DURING CONSTRUCTION, THE PRIVATE DATE!, 1929 ELEVATION- 1182.819 TOLL FREE DIAL 811 ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING PREPARED BY R. C.E NO. SON MR.- W 0. DATE APPR. DATE MARK BY SCALE. A PUBLIC SRVICE BY AN ACCEPTABLE SOLUTION AND REVISING THE PLANS REVISIONS DA T 7-0 1 40' BILE UNDERGROUND SERVICE ALERT HE COUN TY. ENGINEER COUNTY FOR APPROVAL BY T K Growing., R: 144085�Find\Stroet�30760-1 �0851UP-12—REVdwg Layout: 24x36 L Cost Saved: Thu Jut 19, 2012 11:44om Lost Plotted: Thu fuf 19, 2012 7:25pm By. 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R 6i i 1 _ 2 t I f ! � t Vr t 60 t 151.11' 58 L L ', mt i 60 50' co 23 93 60.50 a. 1s � C , r 1.80 2 1.00 t i I 48 ¢ $ + +_ _ , i G+ 13 ' 26.04 I 61,00 8, 4 _ f ALITr �' , - 40.99' t 7 9 61.00' 62.00 16 T ' ~ ¢ sty,y f `� 1 16 6 FL i 11 17 s� J 1 ! 8}'l C. S A. a k !38 �2, 1276' 7 FL / 74 TC 1274- 06 TC 56 -o4'10 -W 14 _ - 2 l d W4' 1276. 1& F 1273.56 FL 13 _ _ 1244.17 TC H f 1238.08 r i TC -` 0 1276. 92 FS _ _ 488. 95' 0100 =1. 3 CFS ° 1243. 67 FL 1237. 58 FL 18 "SD 7 12 OP. R / ,� '�rd`V G, l i ---- 1276.97 TC - 1 • D 14. B �' °' q�' N. !' % E 47 FL `, ' ; 19.41 9.05 ' ,; 9 N 32 �s p� 4 t. 60 50 / 1 96 r- - _-- 74 5 1 t] ` :. 60.38 3 60 50 u, 2 , i , I L_ S,cB .25 `C 46 18 SD , _.... .... _ ._ rr , 48.5r � _ � GRADE Ti;7 DRAIN '`� t r t" r� T k ! C-TC 27s�` N 1- ?7~�4iy/ 115.27 i / i , i 4 W;, -b_� ��,. LANDSCAPE S3 TC, - !✓ p -'� t' ', `o TAtNiNG WALL PER , r a� ..... EASEMENT , , ` l I -s t4 \ i E PEMIT ' $ i i / �� } ' rtir"' - R o - , H ERA , r i ~ , • 0.3 - e, h v i ' --- rO HOA s , r i ' r' 6 L 90 ,53 /!9 N�SC . 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Tt1S 1 -C .�.jup +rw pap� .d c r G W �9 BR i� '..' ±t^ ^tom ` O . 1iN CV et jty ENO BOYS w ^ ^'t irryftt SEE SHEET NO, 5 t o TR 3076& 1 N' 6 10 , : R � a COPONUC N NOTE 25 CAMINO u p CONSTRUCT 4 A. C. PA trEIENT OVER 8 AGGREGATE BASE TR. 341 CONSTRUCT 6" TYPE �A-6" CONC CURB AND GUTTER PER CO STD DWG NO 200 10 CONS CONCRETE I)RIVEWAY APPROACH (5 1/2 X 22) CASE 'B°' PER RIVERSIDE COUNTY STiI DID NO 9w 27 +' °> p, i. SCALE, 1 "=40' 0 40 80 120 160 �J CONSTRUCT 6' CONC. SIDEWALK PER RIVERSIDE CO STD. DWG N0. 401 13 CONSTRUCT OUTLET PER RIVERSIDE CO STD. DWG NO. 308 CONSTRUCT CONIC CURB RAMP CASE "A" PER RIVERSIDE CO STD. DWG. Na 403 14 INSTALL STREET NAME ER RIVERSIDE CO. STD. DWG NO 816 - SEE 9GNAGE AND STRIPING PLAN INSTALL BARRICADE PER RIVERSIDE CO. STD. DWG. NO. 810 -INSTALL RfSiDENRAt HPS �! SIh'EET 9,5(JO LUMENS PER RiVETTSIDE CO.SM.N4 1 -SEE STREET LINT PLAN r6'�-- CONSTRUCT CONC. GUTTER DEPRESSION CASE "B" PER RIVERSIDE CO. STD. DWG NO. 311 - INSTALL STREET TREES (7 - CONSTRUCT CONC. CROSS GUTTER PER RIVERSIDE CO. SW DWG. NO. 209 - ASPH EMULSION NOTE.• WORK CONTAINED WITHIN THESE PLANS SHALL BENCHMARK.' i MET NQ A NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT 0 S B 0 R. N ENGiNEERJNG SUITE N. SHERIDAN STREET t5 MILES NORTHWEST OF THE POST OFRGE IN AL6ERML AND OR A GRADING PERMIT HAS BEEN ISSUED. ALONG STATE 71, ON THE WILLOW BROOK RANCH WH10H 1 / SUITE 117 +#�T.,64�3 IS OWNED BY MR. L.P. CdORDEN 3(1 FEET NORTHWEST OF , , 4. THE PRIVA TE ENGINEER SIGNING THESE PLANS IS LAND PLANNING CORONA, CALIFORNIA 92880 INE CENTER THE D�IVEWA r, 26 FEET NORT1fWEST OFN13'F Rl TEL. �951� 279-1800 THE CENTER OF THE HIGHWAY AND 1 FOOT WEST OF THE RESPONSIBLE FOR ASSURING THE ACCURACY ANDMW SURMING FAX 951 279-4380 FENCE.A BRASS DISK FLUSH IN CONCRETE TAB ON N1Y D14 � ACCEPTABILITY OF THE DESIGN HEREON. IN THE � � WE OF TEMESCAL CANYON RD. +/ 1700 FEET NIK Y SN A#W0V5� pw BffORE DAYS N= EVENT OF DISCREPANCIES ARISING AFTER COUNTY Engineering, Inc. OF EAST 114 CORNER SECRON 17 3S R5W. ROW STA V#0W FQ CF'ffBH YOU DIG YOU D G APPROVAL OR DURING CONSTRUCTION, THE PRI VA TE Pik TO -ELL FREE DIAL 811 ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING DATED: 102s EtEv.�noN: 11s�a1g MARK BY DA TF APPR. DATE PREPARED BY R. C. NO. 55534 F4R• W. O C©UNrY A PUBLIC SERVICE BY AN ACCEPTABLE SOLUTION AND REVISING THE PLANS REVISIONS SCALD: ME NO. UNDERGROUND SERVICE ALERT FOR APPROVAL BY THE COUNTY. ENGINEER COUNTY DA TE �_ �� _ � Drawing: R: 144085�RoaljStreet�30%60-1`085(MP-14-REV.dwg Layout: 24x36 L Last Saved: Thu Jul 19, 2012 - 11:53am Lost Plotted: Thu Jul 19, 2012 - 1.27pm By Dennyri