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915-WW 12/31/2014 Street Improvement Plans,Rough Grading P McCall Blvd,Briggs Rd,Matthews Rd,Herita 1 � - DEDICATION TO THE COUNTY FOR ROAD AND DRAINAGE PURPOSES. PER TRACT NO. 22543. \ LINE "D", 18" RCP. DEDICATION I CATION w PER TRACT NO. 22543. N F CONSTRUCTION NOTES GENERAL NOTES Q 1 _ CONSTRUCTION AS PART OF THIS I �a 1Q PLACE 0.25 A.C. OVER 0.80 CL. 2 A.B. WITH FOG SEAL COAT. Q000;312CFS \\ \ SNEER i PROJECT. R � W CONSTRUCT TYPE A-6 CURB AND GUTTER PER RIV. CO. STD. NO. 200. 1. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER OR CONTRACTOR TO APPLY TO THE CFg 0 0 J CONSTRUCT CONCRETE CROSS GUTTER PER RIV. CO. STD. NO. 209. (W=10') RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT, PERMIT SECTION, FOR AN ENCROACHMENT \ � 0 4 CONSTRUCT CONCRETE SIDEWALK PER RIV. CO. STD. NOS. 400 & 401. PERMIT FOR ALL WORK PERFORMED WITHIN PUBLIC RIGHT OF WAY, DEDICATED AND ACCEPTED Q(100)=2.2 CFS \ I I N o f CONSTRUCT HANDICAP RAMP PER RIV. CO. STD. NO. 403. FOR PUBLIC USE; AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR ALL CURRENT Q(100 =3.5 CFS \ a o ,� CONSTRUCT CONCRETE DRIVEWAYS PER RIV. CO. STD. 207, W=16'. ENVIRONMENTAL REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THIS PROJECT. 0 � 0 '* to 7 INSTALL STREET NAME SIGNS PER RIV. CO. STD. NO. 816. ADDITIONAL STUDIES AND/OR PERMITS MAY BE REQUIRED. v x \ 1 0 0 N N 8 INSTALL BARRICADE PER RIV. CO. STD. NO. 810. m I Co o o N m 9 SAWCUT EXISTING PAVEMENT 1' MIN., OVERLAY A.C. 2' MIN, TH.=0.10' MIN. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA N c0i , 2 I F- w c� AND FEATHER TO SMOOTHLY JOIN EXISTING PAVEMENT AS DIRECTED. AND THE RELOCA110N COSTS OF ALL EXISTING UTILITIES. PERMITTEE MUST INFORM COUNTY 1 REMAINDER PCL 10 x "Z Q x OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION. rn 0 I I w w ¢ 10 FLAT OUTLET DRAINAGE STRUCTURE PER RIV. CO. STD NOS. 303 & 303A. o cn PM 39/70-72 : w z a a 11 INSTALL R1 (STOP SIGN) ON STREET NAME SIGN POST. Z = I I I w v» PHONE: 909/955-6885 MENIFEE SCHOOL DISTRICT -o N r 1 3 Z a 0 w w 0 a DETAILS FOR THE FOLLOWING ITEMS ARE SHOWN INST. NO. 106958 n � I I 4 - - - - - ON THE BRADLEY ROAD CHANNEL PLANS. 3. THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO COUNTY STANDARD NO. 816. Z I I CATCH BASIN NO. 1 PER RIV. CO. STD NO. 300, W=4.00 H=4.67 . o 0 O I I N CATCH BASIN N0. 1 PER RCFC STD CB100, W=5.00', ' 4. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RIVERSIDE COUNTY TRANSPORTATION V=4.45 (NOT APART) -i*i .� N I 5 I I 0 W/OUTLET TRANS. STR. PER DETAILS ON SHT 9. D'=24% D=18". DEPARTMENT IMPROVEMENT STANDARDS AND SPECIFICATIONS, LATEST EDITION, COUNTY ORDINANCE •'� rn v 0 14 CATCH BASIN NO. 1 PER RCFC STD CB100, W=5.00', V=4.61' N0. 461 AND SUBSEQUENT AMENDMENTS. REMAINDER PCL 11 I I 0 o M W/OUTLET TRANS. SIR. PER DETAILS ON SHT 9. D'=24", D=18". p -i 6 PM 39/70-72 lo5 I�;� 1 LATERAL "E-1", 45.11 LF. OF 18" RCP., CL. IV. 5. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO NOTIFY THE ENGINEER TO INSTALL E I P, I I o 0o v LATERAL "E-2", 30.09 LF. OF 18" RCP., CL. IV. STREET CENTERLINE MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE NO. 461. I 7 I I LATERAL "E-3", 41.03 LF. OF 18" RCP., CL. IV. 6• ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE PRIOR TO PAVING THE STREET 18 JUNC110N STRUCTURE N0. 4 PER RCFC STD JS229. INCLUDING , BUT NOT LIMITED TO, THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS, STORM DRAINS. -< I LINE "DO, 460.08 LF OF 18 RCP., CL. IV. I Q Q 16 LATERAL "D-1", 28.57 LF OF 18" RCP, CL. IV.- 8 ri 15 I I 1 MANHOLE NO. 4, PER RCFC STD MH254. A=27'46'27", B=18" 7. CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND CONSTRUCTED ACCORDING I(n V'_evl\ - - TO COUNTY STANDARD NO. 206 AND/OR NO. 207, AS DIRECTED IN THE FIELD. I I 17 C=7.00', D=18", D(2)=18", EL. "R"=31.93, EL. "S"=31.91. I 9 10 11 12 13 � .c, 2 CATCH BASIN NO. 1 PER RCFC STD C8100, W=4.00', V=4.00' 8. BLANK - - -I S EET 0. 14 `% n,� I I 6.4 CFS 23 BLANK 18 10 CFS 24 LOCAL DEPRESSION NO. 2 PER RCFC STD LD201, CASE C. W 0� C3.9 25 CATCH BASIN NO. 1 PER RCFC STD CB100, W=4.00', V=3.94' 10 =1.5 CFS I - WI LD SM I TH D-. - - 9. ALL STREET SECTIONS ARE TENTATIVE. ADDI11ONAL SOIL TESTS SHALL BE TAKEN AFTER ROUGH Q I 19 co GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. USE STANDARD NO. 401 IF COUNTY OF RIVERSIDE Q(100)=2.3 CF I I 60, EXPANSIVE SOILS ARE ENCOUNTERED. CROSS GUTTER 1 38 Z 20 z 3 3 INST NO. 088785 'I 36 35 34 33 � ti II ~ `� `° cr EXISTING IMPROVEMENTS 10. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN DAYS FOLLOWING 37 0 0• I I PLACEMENT OF THE ASPHALT SURFACING. FOG SEAL AND PAINT BINDER SHALL BE APPLIED AT LLI Q ,\O�.1� = 21 a a 4' 6' 8' 12' 12' 8' 6' 4' A RAZE OF 0.05 AND 0.03 GALLONS PER SQUARE YARD, RESPECTIVELY. ASPHALTIC EMULSION (NOT A PART) o�`'• �,� 39 p�-�00 32 I SHALL CONFORM TO SECTIONS 37, 39 AND 94 OF THE STATE STANDARD SPECIFICATIONS. G �. I * co I o -1 4 40 ��P QC'QP 31 I 22 N + 9 + 11. BLANK GO�'Q�'Q� P 41 23 + 1 2 MIN .� 12. INSTALL STREET TREES IN ACCORDANCE WITH ORDINANCE NOS. 460 AND 499. 2 w o v OVERLAY (PLATANUS ACERIFOUA, BAUHINIA PURPUREA OR UQUIDAMBAR STYRACIFLUA) 00.10, h � �,� -4 // 42 \ � 30 F_ 24 4 _ - �� a: MIN THK. 13• STREET LIGHTS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROVED STREET LIGHTING PLAN. Fk c�`�Q // 43 Q(10)=Y4.4 CFS / 29 2 w 14. AS DETERMINED BY THE TRANSPORTATION DIRECTOR, THE DEVELOPER IS RESPONSIBLE AS A Q(100 22.1 C S _ A,Q 25 - - rExiST• I TMINIMUM FOR ROAD IMPROVEMENTS TO CENTERLINE, AND MAY BE REQUIRED TO RECONSTRUCT r � 44 Sq - EXISTING PAVEMENT, INCLUDING BASE, AND MATCHING OVERLAY REQUIRED TO MEET THE 3�4 GyT / �,\ Oj _ - - STRUCTURAL STANDARDS FOR THE CURRENT ASSIGNED TRAFFIC INDEX. T _ 28 �y,�°�ti RIVERSIDE COUNTY STANDARD NO. 104. - - - 15. ONLY LANDSCAPE CONSISTING OF GRASS AND PARKWAY TREES MAY BE INSTALLED WITHIN PARK- _ 45 - - 2 �O� CHESTER MORRISON WAY WAYS ON LOCAL RESIDENTIAL STREETS WITHOUT SEPARATE LANDSCAPE PLANS. ALL OTHER TYPES \ 6 27 1 T.I. 5.5, A.C. 0.25', CL. 2 A.B. 0.80', 6" C.F. (PRELIMINARY "R" VALUE = 59 OVERLAY DETAIL (NTS) OF LANDSCAPING IN THESE AREAS, AND ALL LANDSCAPING ON OTHER STREETS SHALL REQUIRE 0 ) SEPARATE LANDSCAPE PLANS. ALL LANDSCAPING ENCROACHMENTS SHALL CONFORM TO RIVERSIDE COUNTY STANDARDS RELATING TO THE ADMINISTRATION OF LANDSCAPE ENCROACHMENTS" - I 2 2 42 - 44 / of to 60' DATED JUNE 1990. 22543 4 /( / I 3 I 16. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR DEVELOPER TO INSTALL AND MAINTAIN 4 6 8 12 12 8 6 ALL CONSTRUC r 4TION, REGULATORY, GUIDE AND WARNING SIGNS WITHIN THE PROJECT LIMITS AND ITS N o SURROUNDINGS AND TO PROVIDE SAFE PASSAGE FOR THE TRAVELLING PUBLIC AND WORKERS UNTIL /,,j�-� Q o co o THE FINAL COMPLE11ON AND ACCEPTANCE OF THE PROJECT BY THE COUNTY. w MICHENER DR. �I a- a N o 0 0 + Q + I N 17. ANY PRIVATE DRAINAGE FACILITIES SHOWN ON THESE PLANS ARE FOR INFORMATION ONLY. BY - _ _ _ I-_ z_I I + 0 SIGNING THESE IMPROVEMENT PLANS, NO REVIEW OR APPROVAL OF THOSE PRIVATE FACILITIES ARE m - Q I 0 2% IMPLIED OR INTENDED BY RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT. of 18. AFTER OCTOBER 1, 1992, CONSTRUCTION PROJECTS THAT DISTURB MORE THAN FIVE ACRES MUST Q - - ® ® OBTAIN A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT. OWNERS / LIJ DEVELOPERS ARE REQUIRED TO FILE A N0110E OF INTENT (NOI) WITH THE STATE WATER RESOURCES > INDEX-DRAINAGE MAP I U a 0 1 Q CONTROL BOARD AND MONITORING PLANCBOR THE SIAND EEARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP)F . '� s I W 0 100 200 300 400 RIVERSIDE COUNTY STANDARD NO. 104. � WILDSMIIH ROAD SCALE: 1 INCH - 100 FEET TWAIN DRIVE SEC. 3, T 6 S, R 3 W, SBM. SAWYER ROAD LINE "D" AND LINE "E" STORM DRAINS, INCLUDING APPURTENANT LEGEND SUN CITY Q1 T.I. 5.5, A.C. 0.25', CL. 2 A.B. 0.80', 6" C.F. (PRELIMINARY "R" VALUE = 59) FACILITIES, ARE SHOWN ON THE BRADLEY ROAD CHANNEL PLANS, INDICATES STREET LIGHTS o PROJECT 4-0-0112, DRAWING N0. 4-648, APPROVED BY RCFC, N QUANTITY ESTIMATE TO AND ARE NOT A PART OF THESE PLANS. INDICATES STREET TREES CANYON LAKE O� 1. ROADWAY EXCAVATION -------------- 1300 CY. THE FOLLOWING ITEMS, TO BE CONSTRUCTED PRIOR TO NEWPORT ROAD 2. CL. 2 A.B. ---------------------- 1350 CY. ACCEPTANCE OF THE PROJECT BY THE COUNTY, ARE „ ROJECT 3. ASPHALT CONCRETE ---------------- 820 TON SHOWN ON THE BRADLEY ROAD CHANNEL PLANS. THE 30 AND 48 RCP OF LINE E IS EXISTING, THE FOLLOWING SITE 4. PCC CROSS GUTTERS --------------- 333 SF. 17. 18" RCP, CL. IV. -------------- 625 LF. SHALL BE CONSTRUCTED PER THE ABOVE PLANS PRIOR TO BENCH MARK: 5. PCC SIDEWALK ------------------- 16,880 SF. 18 CATCH BASIN NO. 1, RCM STD 300 -- COUNTY ACCEPTANCE OF THIS TRACT: M-16, RESET 1979, BRASS DISK TOP OF LA PIEDRA ROAD 6. CURB & GUTTER (TYPE A-6) ---------- 2988 LF. , ------------- 1 EA. , H=4.67 ) ,► •, , W=4.00 � CONCRETE POST; LOCATED 53 SOUTH OF LO 7. PCC. DWY. APPR. W=16 (45)----------- 4455 SF. 1 . LINE D , INCLUDING CATCH BASINS, LATERALS AND CONNECTIONS. NEWPORT RD; 108 WEST OF BRADLEY RD; N 8. HANDICAP RAMP ------------------ 6 EA. 19. CATCH BASIN NO. 1, RCFC STD CB100 - AND 10 SOUTHWEST OF P #2065819 E. o o I 9. STREET LIGHTS ------------------- 10 EA. W=5.00 , V=4.45 -------------- 1 EA. 2. CATCH BASINS, LATERALS AND CONNECTIONS TO LINE E WITHIN ELEV. 1434.410, DATE: 6/84. HOLLAND ROAD - 10. UTILITY TRENCH ------------------- 2000 LF. W=5.00', V=4.61- -------------- 1 EA. TRACT BOUNDARY. ' w w 11. STREET TREES ___________________ So EA. W=4.00' V=4.00 __ 1 EA. SEE SHEET NOS. 4, 5, 6, 8 AND 9 OF ABOVE PLANS. � 12. STREET NAME SIGNS 3 EA. W=4.00', V=3.94' 1 EA. R Q 13. ASPHALTIC EMULSION --------------- 1.5 TON 20. LOCAL DEPRESSION, RCFC STD LD201-- EA. D Cr m 14. BARRICADE ---------------------- 80 LF. CASE C -------------------- 5 EA. Underground Service Alert 15. FLAT OUTLET DRAINAGE STR. ----------- 2 EA. 21.22. MANHOLE N0. 4N RCFC STD 2 54229 1 EA. - SCOTT ROAD Call: TOLL FREE SEWER, WATER AND STREET LIGHT PLANS FOR THIS TRACT ARE ON o NOTE. WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN 1 -800 Z FILE AT THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT: ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED. fill VICINITY MAP ( N TS) SEWER AND WATER PLANS - FILE N0. 909-W 0 S T- L .1 C l4 T 2 2 7-2 6 0 0 w LANDSCAPE PLANS - FILE NO. 903-N. TWO WORKING DAYS BEFORE YOU DIG RECOMMENDED FOR SEAL COUNTY SEAL APPROVED BY D 3- Z3 -99 APPROVAL =h _ TRACT NO. 22543- 6 SHEET NO. QROFESSI KHALED OTHMAN JOHN SEXTON COUNTY OF RIVERSIDE SE*°"+i Fy FOR TRANSPORTATI DEP ., RIVERSI C TY CALIFORNIA 1033 DRACENA CT. SCHEDULE A L- R -� -S .�/ � �; � ��Z R.C.E. NO. 33950 EXP. DATE 6/30/02 REDLANDS, CA. 92374 STREET IMPROVEMENT PLANS OF 4 SHTS. . lo .��, �n ,�� 1, , � RCE ,435e � / TITLE SHEET PREPARED BY DATE 4/30/98 909 792-4876 The private engineer signing these plans is responsible for assuring the accuracy DATE E .` � `!� * Exp. s 3t Ot * FILE NO. and acceptability of the design hereon.In the event of discrepancies arising after \ �L1F � I` = 100' BENCHMARK p y g p g DATE BY MARK APPR. DATE CHECKED BY s� �� , SCALE county approval or during construction,the private engineer shall be responsible rr for determining an acceptable solution and revising the plans for approval by ENGINEER REVISIONS COUNTY DATE '' J N SEXTON DATE SEE LEFT, THIS SHEET FOR W.O. the county. DESIGNED BY DRAWN BY CHECKED BY R.C.E. NO. 14358 EXP. DATE 3/31/01 9/5 -w w r t3 Ck: U U 1a.t IY U ap M ,n to L0 N M M M M STA. 16+80.34, BK. TR. 22543-6= � LO v M W tt� r STA. 16+80.31, AH. TR. 22543-4 * 4 w ,� c . M , 00 o to N ao � '`� � = co JOIN EX. PVM'T., CURB, 0�, + C at o - M - M r M a M 0 + M ,O M GUTTER AND SIDEWALK. 12 r n N ♦ H H ~ FV-• ~ . N M Q M N 1V- ' Q EX. .TC. 20' + 0 � '� + cn (n to � Q to � � 6» C.F. , +0.46% TC. 20 LT. +0.43% � -�- N "? 0 TC. 20' LT. +0.41% �- U N TC. 20 LT. ( ) +0.43% Q C9 Q N - 00 M N ® ~ ~ ~ EX. GROUND 30' LT. STA. 12+07.45 PMA. 37.99 _ _ - aj 3 1435 LT. - -. . . --F7goo'vc: trwD=BAN=-css% I� 1435 LT. ' Cr 3 � Y Ir W 09 m a• .. 00 .. {\ $_• � ^ N U to wCo °� 08 0000 00% 0 o ? ao3 O _ Q �� Cq _ rM p v M N U d d v O d � 0 d � w rn M to (E)L FG. AT C/Q d � 1435 C/L. 1435 C/L. ^ to N N to O N �'^ to Ln 00to M to to 06 to 00 VCq to to M _ In af 0) � v v _ -.- ._. .- ~ .__. •_ w _ - � (EX. TC. 20' RT., 6" CF.) L) N et to tt) �-• M rn to M U. :- , . (E)( TC. 26 RT• 6" CF) -L 1435 RT. 1435 RT. `` + r Q in SCALE: HOR: 1"=40' VER: 1"=4" 6 7 8 9 10 11 07 12 Mto 13 14 15 16 17 18 to to ' M INSTALL W63/W65 WILDSMITH ROAD j ON NEW 4"x4" WOOD POST. » » » SEE SHT. 3. + r' LINE D AND LINE E STORM DRAINS, INCLUDING APPURTENANT >,&P + °' 20' 20' 1 ``� M PAINT "SCHOOL" MARKING FACILITIES, ARE SHOWN ON THE BRADLEY ROAD CHANNEL PLANS, g g �° a M 38 PROJECT 4-0-0112, DRAWING NO. 4-648, APPROVED BY RCFC, �Wk 7 �¢�' 7 3 Cn 39 AND ARE NOT A PART OF THESE PLANS. U, s STA. 1+45.07 BCR LEGEND 4 5 6 STA. 1+ 0.92 BCR I-• ss�� 1 2 3 TC.36.77, FL.36.74 ��O 1 ;� _TC.36.75, FL.36.72 40 THE 30" AND 48" RCP OF LINE "E" IS EXISTING, THE FOLLOWING p T �G 42•gg' �• g ;� L-38.08, SHALL BE CONSTRUCTED PER THE ABOVE PLANS PRIOR TO 5 0 < �C� 22 G ' 46.00 50.00 00 COUNTY ACCEPTANCE OF THIS TRACT: ; s� P ��• 0 6,�' �x 0' 46.00 46.0 - - - z lam- 41 1. LINE "D", INCLUDING CATCH BASINS, LATERALS AND CONNECTIONS. s � 9 �� S 2 Os SAP• 46.00 46'1 _-_ - 3 _ �\ 4 2. CATCH BASINS, LATERALS AND CONNECTIONS TO LINE E WITHIN 2 �q �'�, X 20 �G• L_45.65 _ _ N b o T T- - 7- 6�• TRACT BOUNDARY. INDICATES EXISTING PAVEMENT _ ,[ X c� ' 20 19 . L%40 6 _ i -1;@6' / / ' / ; a. ' \� < SEE SHEET NOS. 4, 5, 6, 8 AND 9 OF ABOVE PLANS. � �/ 42 _ _ 7 1 y0 24 - / /8,� • 0 to �• 43 25 EXIST RW. + WAY In r x9 O \ 44 'ti � ��P• .y6• // 9 , 4 I� 11 CHESTER MORRISON Z t29 ' tihKA � COUNTY OF RIVERSIDE R Mo qp\ \\ \�; W N T NO. 088785 RR�SO ��X \\� �,/ i 45 �� P�.�� •J�O. MENIFEE SCHOOL DISTRICT REC. 3/12/90 N /�, pc• P ,`� �•O /j/ / yaQ� INST. N0. 106958 (NOT A PART) q y �O� \� �OO� �OJ�O.O�.'�•"• \ REC. 4 17 87 S\ ��C X S� `�- }��J° % ,�°� t (NOT A PART) CURVE DATA '' \\� • Ili x 4R tee' \ N0. DELTA RADIUS LEN TAN 1 82030'19' 25.00' 36.00' 21 .93' ��J /� �/ �t�5 Q� CONSTRUCTION NOTES ° „ , , , \\ / �\ P y�P / // �t�' P Q PLACE 0.25' A.C. OVER 0.80' CL 2 A.B. WITH FOG SEAL COAT. 2 85 34 36 300.00 448.08 277.69 T \ , / ro- 0 CONSTRUCT TYPE A-6 CURB AND GUTTER PER RIV. CO. STD. NO. 200. 3 63005'38" 300.00' 330.36' 184.18' \\� 9 �\ • ,�,� ��� 0�Le �x DOS CONSTRUCT CONCRETE CROSS GUTTER PER RIV. CO. STD. NO. 209. (W=10') 4 22028'58" 300.00' 117.72' 59.63' Y Q,• �x 4 CONSTRUCT CONCRETE SIDEWALK PER RIV. CO. STD. NOS. 400 & 401. C CONSTRUCT HANDICAP RAMP PER RIV. CO. STD. NO. 403. 5 41 57 06 300.00 219.66 115.01 ! , 5�P' 6 CONSTRUCT CONCRETE DRIVEWAYS PER RIV. Co. STD. 207, W=16'. 1 018' 0" 300.00' 6.84' 3.42' \\ / s / No. 816. 6 0 ° 2 7 INSTALL STREET NAME SIGNS PER RIV. CO. STD. 7 40 38 46 300.00 212.83 111 .11 ��'\�' x"ZI 9 SAWCUT EXISTING PAVEMENT 1 MIN., OVERLAY A.C. 2 MIN, TH.=0.10 MIN. 1 O AND FEATHER TO SMOOTHLY JOIN EXISTING PAVEMENT AS DIRECTED. 8 07°29'41 " 300.00, 39. 24' 19.65' x QC 4x 11 INSTALL R1 (STOP SIGN) ON STREET NAME SIGN POST. 84027'13" 25.00' 36.85' 22.69' \ ��P' Underground Service Alert a�86 q8 DETAILS FOR THE FOLLOWING ITEMS ARE SHOWN 1 86 12 33 25.00 37.62 23.40 ON THE BRADLEY ROAD CHANNEL PLANS. 1 Cali: TOLL FREE LINE "D", 460.08 LF Of 18" RCP., CL. Iv. 1 14°59'17" 320.00 83.71 ' 42.09'' LATERAL "D-1", 28.57 LF OF 18" RCP, CL IV. 1 3 2°3 6'5 2" 3 2 0.0 0' 18 2.15' 9 3.6 2' 1 -800 2 CATCH BASIN NO. 1 PER RCFC STD CB100, W=4.00', V=4.00' 1 3 08°01 ,58„ 300.00, 42.06, 21 .06, 0 40 80 130 290 / / 227-2600 24 LOCAL DEPRESSION NO. 2 PER RCFC STD LD201, CASE C. 311 25 CATCH BASIN NO. 1 PER RCFC STD CB100, W=4.00', V=3.94' -TWO WORKING DAYS BEFORE YOU DIG RECOMMENDED FOR SEAL_ TY� SEAL APPR ED BY DATE 3 T 3-p9 SHEET NO. APPROVAL TRACT NO. 22543-6 O QRoFESS/ < JOH N SEXTON SE.r F V!O TI N EPT., RIVERSIDE COUNTY CALIFORNIA COUNTY 0 F RIVERSIDE ��_� \ y �o'�' �oL y KH � 150 6/30/02 1033 DRACENA CT. SCHEDULE "A" 2 CrZ t S.�MI�/1/ W'Y W m R.0 EXP. DATE REDLANDS CA. 92374 C"- RCE 14358 A � No 3= = �� I� STREET IMPROVEMENT PLANS of 4 SHTS. f6 M112 C7Cy EXP. 6-3G-02 * * PREPARED BY DATE 4/30/98 909 / 792-4876 The private engineer signing these plans'is responsible for assuring the accuracy DATE (PJ � Exp. 3/31/01 C H E S TE R M 0 R R I S 0 N WAY FILE NO. and acceptability of the design hereon.In the event of discrepancies arising after CHECKED BY I V I � / county approval or during construction,the private engineer shall be responsible DATE BY MARK APPR. DATE F OF I CALM 7� `F TDB-/ SCALE SEE SHEET I.BENCHMARK STA. 7+37.30 TO STA. 16+80.34 for determining an acceptable solution and revising the plans for approval by ENGINEER REVISIONS COUNTY DATE JOHN SEXTON DATE FOR W.O. the county. DESIGNED BY DRAWN BY CHECKED BY R.C.E. NO. 14358 EXP.DATE 3/31/01 9/51V w w I M iN c0 STA. 1+95.07, PVI. 36.55 STA. 2+95.07, PVI. 32.86 M i I L=36.85' m 100' VC. FD. TAN=-3.69% 100' VC. BK. TAN=-3.69% �� U M t- N = F- C ' "11 O O I- tot\I U U N U * LO O O n pp W i In p i I O N � ± � � O O *1 1 � N - (O N r- O + M C Q + N r O �I N + t0 ,r r co in t` I > F- L-39.78 F. (6 cc c * r to ¢ M + O �' I W r M� ± 'd ►pi Q r`- vi '- (n vE-i a M N M + m vLO p i o Q F- v~i _ '� ~ 20' LT. rn TC. - 4 ci N LO rn N ri N DODO °' O M +0.37% ,o. (n Q ,,, M N tO + o i cf, 1435 LT. �,i et o 1435 LT. II -- c�-- . "� M M - _ . EXIST. GND 30' LT. �+n '� S CA. 1+47.55 22 AZ;z .4.I(n�- r~n - . . - a- C.B. NO. 1. N -0.35% ( ~ x v E.G. 30' LT. OF 'C/L. boo - - - . . . . - En J04 w p o ,� >1 STA. 5+18.48 v M 0 L6 tv � w i 04 't N 0 o r�I 4 CrN0. 1 � � 3 N � + � ui N t` Ld C7 # oar 0 Iz O 00 J N O O I� v 5 Z O + O '4 + .J Fa- -J J tD! 00)+ + U W � ;j Q, QI N1 t N * to O �3 I IW �� OQ .- ao � M rW znw w r N (n w 1 Q ,, + o ®I I W J Q Q STA.1+45.20 Q J' n N w 4 >ri r` `G �' cl ; t; �- 4- o _i F- w i It + M U o o cn y) 'z w K. TAN=-0.35 F.G. AT L. r- � o vi 0.40% < N c i N �v `r) o ® ® rn -� t0.37% + crs r o �i 50 VC. cue'7 435 C 1435 C L. -- -- rQ-• `z n C4 `� ,+ o M,n N o �0 35�.97 i > � �iL1 1 f V) ];in . . . . EXIST. GND AT C/L. L i c�i W) "v,n K1 + r+', u�i i Q ���G •' . � . .I UJIQ M \_ I I �� F.G. AT G i W UJ w u7 Q U _ . . .- . . .--; I I -0. 5 e `� on � v 19 I ® E.G. AT C L. STA. 1+95.07, PVI. 36.55 °STA. 2+95.07, PVI. 32.86 1.70� LINE U 18 R(;P. / 100' VC. FD. TAN=-3.69% 100' VC. 8K. TAN=-3.69% TA.5+30.0 =36. 0' °D Q PVI. 32.01 M I j i 40' VG. C co IR O N C6 p + d' a� !� STA. 1+95.07, PVI. 36.55 STA. 2+95.07, PVI. 32.86 s r` c° M M �$ 100' VC. FD. TAN=-3.69% 100' VC. BK. TAN=-3.69% I � Q 21 � + t 9 a �- E- v~i TG. 20' RT. 6"CF M M N o - L=38.76' W +0.37% 1435 RT. "' +� m ^ o --__ - . . - to "' `° U 1435�° \ i ON" - . . _ . EXIST. GND 3a RT. '`� N W to to N 1 N (/f '- ►,Q- ,+�tri a' TC. 20' LT. 6" CF -0.35% '� rn + o p r 25 S A. 1+47. E.G. 30' RT. OF `C/L. S� M U M rn w + C.B. N0. 1. v -. .I . . . -. . . -r-- - . N . Q r-IU U O O, 0 00 O W M 00 M V L=37.62 � � rn�- 0 c+v M -� N N 00 a, I N M M n Qin i la rn i N r0 LO N M Q M Q M M NNE M N 13 STA. 5+2O.SO I U tU• (n N i + � J ci + C.B. NO. 1 ~ SCALE: + o In � ti i V) H r VER: 1"=4" Q V) �n j L I L 0 1 2 3 4 5 6 7 0 1 2 / 3 4 INSTALL W63/W65 10 . y o ll ON MARBELITE N M (LIGHT) POLE. W cc �' 9 G�• + o PAINT "SCHOOL" MARKING � '`� TWAIN DRIVE vo ,1 SO '!b- STA. 5+18.48 MENIFEE SCHOOL DISTRICT + 1 0 d'� SEE SHT. 4 r' p x� cN :^ •P o INST. N0. 106958 11 20' 20' 1 c 1 I 12 13 C.B. N0. 1 + 2 20, 1 ;s ,gyp,. 7,'S' �� 22 z REC. 4/17/87 a ta- cM.i 9 'n N 6' ���, `� �G:yrO. �x�1' �2 1 5 0 . rto r -t g -=- - -- COUNTY OF RIVERSIDE cn STA.12+57.20 ECR. Cn ICI � 18 s �P• �' 7 O N 1 § �° w STA. 4+09.39 BCR. to F- ` G• o -e ` rn Z I �� .� TC.37.69, FL.37.19 TC.32.77 FL32.27 d- CSA NO. 145 STA. 4+00.61 18 INST N0. 088785 87.86' S3•�' S0.00' S0.00' S0.00' J.S. NO. 4 (2) \ \\ '�F.f. 11 2X0� o•' .1 INS REC. 3 12 90 I 1 92.72 16 \ \ Q k 8 0. / / I �� 12 STA 3+ 2. STA. 1+00.00 WILDSMITH RD= I 00 2+00 5 I II C B NO. 1. \\ ' N88'35'09"W 3+00 21 12-I-g8.29 CHESTER MORRISON WAY U1 4+00 N M 5+00 4 4 STA. 5+70.90 WILDSMITH RD.= �,•06��� STA. "E R I IL - I ( - STA. 3+63.47 TWAIN DR. STA. 8+16.84 \\ �(O��j � � ! �h N87"10 20 O CHESTER MORRISON WAY \ r- 05 BC z 1N I 2 N rr� 4 STA. 1+00.00 SAWYER ROAD �r 2 'CPA 5, F�-•36� i o T - 1 19 \\ p 5 , ti 5,��•3s.5 o r II MENIFEE SCHOOL DISTRICT �\ � � � }✓ 95.3T � � x p. 55.01 50.01 91.32 i 5 v A I cn T 50.01 50.01 1 ! S A• 13 7 III ,n ® INST. NO. 106958 \ �� 1 'I ' +40, STA.3+19.37, ECR � w NTC,3j 3/, FC.36.8 C�• y TC.32.89, FL32.39 I o 20 REC. 4/17/87 \ �� ,� \ \\ n y>ZO o rl o I I 33 to Z CHESTER MORRISON WAY ui 38 34 �M Z SEE SHT. 2. + ' 36 35 STA. 5+20.80 v� 20' �IAY or 37 1 C.B. N0. 1 °° SCR MORRISON �� 25 0 40 80 1 0 200 00 00N X o SESH-�• 2. + W `� SAWYER ROAD WILDSMITH ROAD CONSTRUC110N NOTES CONCL I DETAILS FOR THE FOLLOWING ITEMS ARE SHOWN LINE "D" AND LINE "E" STORM DRAINS, INCLUDING APPURTENANT ON THE BRADLEY ROAD CHANNEL PLANS. FACILITIES, ARE SHOWN ON THE BRADLEY ROAD CHANNEL PLANS, CATCH BASIN NO. 1 PER RIV. CO. STD NO. 300, W=4.00 , H=4.67'. I PROJECT 4-0-0112, DRAWING N0. 4-648, APPROVED BY RCFC, CATCH BASIN NO. 1 PER RCFG STD CB100, W=5.00', V=4.45' CONSTRUCTION NOTES W/OUTLET TRANS. STR. PER DETAILS ON SHT 9. D'=24", D=18". AND ARE NOT A PART OF THESE PLANS. CURVE DATA `6 14 CATCH BASIN NO. 1 PER RCFC STD CB100, W=5.00', V=4.61' NO. DELTA RADIUS LEN TAN O PLACE 0.25' A.G. OVER 0.80' CL 2 A.B. WITH FOG SEAL COAT. W/OUTLET TRANS. STR. PER DETAILS ON SHT 9. D'=24% D=18". CONSTRUCT TYPE A-6 CURB AND GUTTER PER RIV. CO. STD. NO. 200. 1 LATERAL "E-1", 45.11 LF. OF 18" RCP., CL IV. THE 30" AND 48" RCP OF LINE "E" I S EXISTING, THE FOLLOWING 1 84'27'13' 25.00' 36.85' 22.69' CONSTRUCT CONCRETE CROSS GUTTER PER RIV. CO. STD. NO. 209. (W=10') LATERAL "E-2", 30.09 LF. OF 18" RCP., CL. IV. SHALL BE CONSTRUCTED PER THE ABOVE PLANS PRIOR TO 86'12'33" 25.00' 37.62' 23.40' CONSTRUCT CONCRETE SIDEWALK PER RIV. CO. STD. NOS. 400 do 401. LATERAL "E-3", 41.03 LF. OF 18" RCP., CL IV. COUNTY ACCEPTANCE OF THIS TRACT: 91'09'32" 25.00' 39.78' 25.51' CONSTRUCT HANDICAP RAMP PER RIV. CO. STD. NO. 403. 1 JUNCTION STRUCTURE NO. 4 PER RCFC STD JS229. 4 88'50'28" 25.00' 38.76' 24.50' CONSTRUCT CONCRETE DRIVEWAYS PER RIV. CO. STD. 207, W=16'. LINE "D", 460.08 LF OF 18" RCP., CL IV. 1 . LINE "D", INCLUDING CATCH BASINS, LATERALS AND CONNECTIONS. Underground Service Alert 82'3O'19 25.00' 36.00' 21 .93' 7 INSTALL STREET NAME SIGNS PER RIV. CO. STD. NO. 816. LATERAL "D-1", 28.57 LF OF 18" RCP, CL IV. 2. CATCH BASINS LATERALS AND CONNECTIONS TO LINE "E" WITHIN • _ 8 INSTALL BARRICADE PER RIV. CO. STD. NO. 810. MANHOLE NO. 4, PER RCFC STD MH254. A=27'46'27", B=18" ' 17*00'16" 300.00' 89.04' 44.85' D=18» » » » TRACT BOUNDARY. . Cali: TOLL FREE ' '° ' ' 11 INSTALL R1 (STOP SIGN) ON STREET NAME SIGN POST. C=7.00 , , D(2)=18 , EL R =31.93, EL S =31.91. 7 17 00 16 320.00 94.97 47.84 2 CATCH BASIN NO. 1 PER RCFC STD CB100, W=4.00', V=4.00' / 1 -800 8 17*0O'16" 280.00' 83.10' ( 41.86' 24 LOCAL DEPRESSION NO. 2 PER RCFC STD LD201, CASE G. SEE SHEET NOS. 49 59 6, 8 AND 9 OF ABOVE PLANS. fill 25 CATCH BASIN NO. 1 PER RCFC STD CB100, W=4.00 , V=3.94' "" 227-2600 TWO WORKING DAYS BEFORE YOU DIG RECOMMENDED FOR SEAL COUNTY SEAL APP VED B DATE 3 - z 3.- 99 TRACT NO. 22543- 6 SHEET NO. APPROVAL JOHN SEXTON COUNTY OF RIVERSIDE RpFESS/0 SE�./OFy� FKUALED OTHMAN NDEPT, RIVERSIDECOUNTYCALIFORNIA 1033 DRACENA CT. SCHEDULE "A" 3 C: xI S.SM/7N ��� Y.> � � � � m R.C.E. NO. 33950 EXP. DATE 6/30/02 REDLANDS, CA. 92374 STREET IMPROVEMENT PLANS 4 W 2 " RCE 14358 A OF SHTS. 1 /7fZ No. 339�,i? * * PREPARED BY DATE 4/30/98 909 792-4876 WILDSMITH ROAD: STA. 1+00.00 TO STA. 5+70.90 The private engineer signing these plans is responsible for assuring the accuracy DATE EXP. 6- ;G-02 Exp.�t of SAWYER ROAD: STA. 1+00.00 TO STA. 2+56.23 FILE NO. and acceptability of the design hereon.In the event of discrepancies arising after DATE BY MARK APPR. DATE CHECKED BY �y� C t V�L �� `�y �a�P SCALE BENCHMARK SEE SHEET 1. county approval or during construction,the private engineer shall be responsible F O� of cq�►�'` for determining an acceptable solution and revising the plans for approval by ENGINEER REVISIONS COUNTY DATE OF CALIF JOHN §EXTON DATE FOR W.O. the county. DESIGNED BY DRAWN BY CHECKED BY R.C.E. NO. 14358 EXP.DATE 3/31/01 915w w w STA. 5+00.00 100' VC U > PVI. 33.20, FD. TAN=-0.72% w V) U M ® > � L=69.65' N. 50.00' L=28.82'• tO I W tV N M o I O W M1 N O I.L. O Il. LO 00 ro + o tr ai + rn + o o N 0 00 to 00 1435 LT. to t7 r) M r,,i I to CV to CV 1435 LT. _ Q o EX. GND. 30' LT. N n Q Q Q U M, Mto p U LLI i!1 LZi! _ N U N H TC. (6" CF) 20' L T, in < tv- - ~ r i 0-_ - - ____ _ --0.35% cn _ -0.35X ET1N. +0.47% GRADE TO DRAIN =24.1 I F Q U _ ' r o0 `) Q >I o > . o = � F- O, in 1 M � 00 (00 n 00 y W � N m z `0 O � t7 M O . In O 0 ---- � CO r`i pt ' I W+ J C# 4- - W - - IHN Uas-_ WZ 1435 C/L. Q rll� M 1435 C c _ .. -> X GND.� �. STA.3 83.01 U I-cnw VNuj 3 F.G. AT o 50' VC w +1.00% 0.50 +0.479 -0.35% Ci N O F- W GRADE jTt� uRAihl_--_ 38.00' M + + oN N. +N w --- - - --- �-- to CC[ W C4 .%-.1 I -- 1I + N w to 00- ._ EXIST�30 SrTA. 5+00.00 100' RCP. - 12 ►- PVI. 33.17, FD. TAN=-0.72% V) W GN �I--_- + oEXIST..48" RCP.- - _ .� _- - 1435 R 1435 RT. - - _ EX. D 30'RT. - M - TC. 20(6" CF) �- ® -0.35% RT. cn ci +0.47% _ 000 t LO M a -0.35� u o ^ (3 > �. N to oo ci w^ _r_. _ _...._ GRADE TO DRAIN _ _ .y- .- i - M a M �,� v, m ri r- w m rn + o .�. o o' > > x I M W ^ O0 1- N a m `� M to ra O W _O U U V t0 M r) LO FJ- H W OD F- to O to "rV O O Cj Q M N00 0 U_ 00 J 00 U Q 00 to 1U- N H to CV O v L=69.65' 50.00' L=28.82' ± o to �' f- O + 3' ,.r, to 1* v + sn F- + d• {, 00 SCALE: Q O M FQ- Uto Z STA.3+83.01 d d 'to �- M HOR: 1�"=40' in w Q � ti VER: 1 4 PM. 32.66 v~i `n STA. 5+00.00 100' VC 50' VC. PVI. 33.20, FD. TAN= O 72% � ~ L L 0 0 1 2 3 4 5 6 8 9 10 11 12 CONSTRUCTION NOTES ,o 20, X rn WILDSMITH ROAD CURVE DATA 1 PLACE 0.25' A.C. OVER 0.80' CL. 2 A.B. WITH FOG SEAL COAT. w I I w . SEE SH. 3. � ^ NO. DELTA RADIUS LEN TAN CONSTRUCT TYPE A-6 CURB AND GUTTER PER RIV. CO. STD. NO. 200. 10 M M % 20' 20' 1 ' 0?M I 15000'38' 110.00' 28.82' 14.49' CONSTRUCT HANDICAP RAMP P0 C14 CONSTRUCT CONCRETE ER R PER RIV. RCO. SM.SNO.M. 403. 400 & 401. 39 w U OR °' z M 15 m 0 210°01 '17 3 8.0 0' 13 9.2 9' - --' CONSTRUCT CONCRETE DRIVEWAYS PER RIV. CO. STD. 207, W=16'. 30 I III N C4 31 32 33 + 00 OD o o 7 INSTALL STREET NAME SIGNS PER RIV. CO. STD. NO. 816. W 3 M I _ N 0 +^ 14 I ® 91 09 32 25.00 39.78 25.51 8 INSTALL BARRICADE PER RIV. CO. STD. NO. 810. �) I I o w 13 STA. s+ ci o + d. M Sk18!�1. 14 � 8 8`5 0'2 8" 2 5.0 0' 3 8.7 6' 2 4.5 0' 10 FLAT OUTLET DRAINAGE STRUCTURE PER RIV. CO. STD NOS. 303 do 303A. Z I 00 _' '� B• N ?�80 cn to o ci Sib-' NO I 11 INSTALL R1 (STOP SIGN) ON STREET NAME SIGN POST. 28 A Q + 5 "� 0. 1. cn h- C 8. w O0 DETAILS FOR THE FOLLOWING ITEMS ARE SHOWN 35 � � ,'� STA. 5+25.80, BCR. 7 4 4 STA. 5+24.98, ECR. 6' o Z I 1 a o TC.32.14, FL.31.64 11 TC.32.14 FL. 31.64 �� ON THE BRADLEY ROAD CHANNEL PLANS. 50 00, N w _ CATCH BASIN NO. 1 PER RIV. CO. STD NO. 300, ,�0 W=4.00 H=4.67 . ,yam• 37.68' 55.00' 40.06' �y'`' `�" 41.92' 54.80' CATCH BASIN NO. 1 PER RCFC STD CB100, W=5.00', V=4.45' W/OUTLET TRANS. STR. PER DETAILS ON SHT 9. D'=24", D=18". 4 1® CATCH BASIN NO. 1 PER RCFC STD CB100, W=5.00 , V=4.61 O 10 ��N�l 361266 REC.�27 98 oN on EX. 30" RCP. EX. 48 RCP. INST. 339407 REC. �3 98. W/OUTLET TRANS. STR. PER DETAILS ON SHT 9. D'=24" D=18". 27 N ; - �' - - - - - j -= GRADE TO DRAIN 1 LATERAL "E-1", 45.11 LF. OF 18" RCP., CL. IV. ' N00'15'19 E 00 ® 500' LATERAL "E-2", 30.09 LF. OF 18" RCP., CL. IV. 1+00 2+00 N 0 3+00 1 4 16 1 5+00 " O LATERAL E-3 , 41.03 LF. OF 18 RCP., CL. IV. I C - JUNCTION STRUCTURE NO. 4 PER RCFC STD JS229. 10 0 24 LOCAL DEPRESSION NO. 2 PER RCFC STD LD201, CASE G. N ''� . _26.20 „0� 46.00' 46.00' 46.00' 46.00' 46.00' 46.00' 46.00' ® 26 ?�20' 14.97 I to CR18 'o L 22 21 20 z 2 19 00 O 17 16 Ic 24 23 .. ca ,1 � Q ti O .m ���`� 25 � 000 ¢ a Z '0 N N y� ri Q CV 1� O j U N (n 3(a N N N '� .�' M ") `n W) �. "' LINE D AND LINE E STORM DRAINS, INCLUDING APPURTENANT �? PO• n Imo' rio 12 18 LLi P 'R + + '®� A NOTARIZED LETTER OF PERMISSION FACILITIES, ARE SHOWN ON THE BRADLEY ROAD CHANNEL PLANS, P� 1L ,n LO SIN ACCEPTING THIS GRADING AND/OR PROJECT 4-0-0112, DRAWING NO. 4-648, APPROVED BY RCFC, �,� • ± m � � Q z + M DRAINAGE IS ON FILE IN RIVERSIDE AND ARE NOT A PART OF THESE PLANS. REC. PRIVATE DRAINAGE PRIVATE DRAINAGE � COUNTY TRANSPORTATION DEPARTMENT. �• .? 0�,CHANNEL CONCE�'E CHARNEL `n `n DATE OF LETTER: 7/28/98 Q o H ZU • �' •`` •- = : .�y •- • �, ~ �•� T - .o. .�:_�r _�_��v,�,,r.nd�F �g.-�.� . THE 30" AND 48" RCP OF LINE "E" IS EXISTING, THE FOLLOWING EASEMENT. (W=10') (SEE GRADING PLAN) SHALL BE CONSTRUCTED PER THE ABOVE LANS PRIOR TO TWAIN DRIVE COUNTY ACCEPTANCE OF THIS TRACT: I 1 . LINE "D", INCLUDING CATCH BASINS, LATERALS AND CONNECTIONS. Underground Service Alert HIS PRIVATE DRAINAGE SYSTEM I NOT 2. CATCH BASINS, LATERALS AND CONNECTIONS TO LINE "E" WITHIN AINTAINED BY THE COUNTY OF RIVERSIDE. TRACT BOUNDARY. Cali: TOLL FREE SEE SHEET NOS. 4, 51 6, 8 AND 9 OF ABOVE PLANS. ((((� 1 -800 0 40 80 130 2 0 227-2600 TWO WORKING DAYS BEFORE YOU DIG RECOMMENDED FOR SEAL COUNTY SEAL APP 0 ED BY DATE 3 2 3 -94 APPROVAL - TRACT N0. 22543- 6 SHEET NO. OFESSI JOHN SEXTON COUNTY OF RIVERSIDE SEX F '�QOP/RANSPORT IQkbEPT, RIVERSIDE COUNTY CALIFORNIA 1033 DRACEN A CT. SCHEDULE "All fl KHA ED OTH AN 4 C; TZ ! S CO R.C.E. NO. 33950 EXP. DATE 6/30/02 REDLANDS, CA. 92374 No. 3g RCE 14358 A STREET IMPROVEMENT PLANS 4 � 6 IY11�rL / * * PREPARED BY DATE 4/30/98 909 / 792-4876 TWAIN DRIVE of sHTs. DATE �9 * EXP. 6 �-0� FILE NO. The private engineer signing these plans is responsible for assuring the accuracy S �Q Ems. 3/31/01 and acceptability of the design hereon.In the event of discrepancies arising after DATE BY MARK APPR. DATE CHECKED BY �qT C 1 V IL o�� q� �P SCALE BENCHMARK STA. 1+00 TO STA. 5+21.01 county approval or during construction,the private engineer shall be responsible F OF �� of CAL t for determining an acceptable solution and revising the plans for approval by ENGINEER REVISIONS COUNTY DATE OA` JOHN SEXTON DATE SEE SHEET I. FOR W.O. the county. DESIGNED BY DRAWN BY CHECKED BY R.C.E. NO. 14358 3/31/01 EXP. DATE 9/5www N_=WPORT - /?DA,o REEK ROAO o w GEN A L NOTES 3 TOPOGRAPHY: PICTORIAL SCIENCE �K Av, Q w _ AERIAL SURVEY, DATED 1987. 1 . P Q 1 . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER 33 LN. W o R/yy &/w AS AMENDED BY ORDINANCE 457. Im i (rJ/ a U W � GU__ ____ _ ___ __ 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE - 1% IF NE WPo T ROAD I 0 w Q � � � / U, \w\ CUT OR FILL IS LESS THAN 10' . 2% IF CUT OR FILL IS GREATER THAN W. 47 'r9 �c J �Cj �� 4- 0 , /D /5 C 10' . DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CON- SEE SHEET NO. 2 Q\pi/� J v STRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. i ? ��� J Q Q (� Q ¢ CD 2S 20 6 -5 O 3. MAXIMUM CUT AND FILL SLOPE = 2: 1 . PAD 4. PROVIDE 5 WIDE BY 1 HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL Q110k0.5/Q11001■0.9 / V � � `� � LEliFL FILL SLOPES OVER 5' HIGH. M R. 2 54 ' PROJECT 2 p P SFr p LEVEL L/NE p p3 O /'� / e \\ 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOILS 41 - // / _ _ _ /,71"_ /7� ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED sew 2 3 4 5 6 7 8 9 10 II / 12 SITE N AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER i ' o C 13 LA P/E RQ ROAD \ _ .. . ,•.s• / DEEP. OAD ;�^ W Q A S/DE W,4LK \ / 3/L N/4GfC 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE BUILDING AND SAFETY wyER - R - ROUG/Y GRAOE L/ruE 5A -i 0 Z DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN e p Q p J CCURB �' 6'CURBF/' ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE Ij� r IN "D" 34 p 14 GUTTE�P CyUTTEIF BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION 36 35 C-5 G m Ec "� AND LOCATION OF CUT FILL SLOPES. CV I v 't• I 40 39 38 37 2 oci o viFw .,,s^^, I al , 3� q, - 4 8 15 � TYPICAL STREET SECTION 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN L0 Qf�O c 3 S/L✓E 3 m I 2 16 �� o SAWYER RD., FROST CT.� TWA/N DR., W/LLS�1 //A , ONE FOOT. '`� ; i i? I v i C_1 r�r' ;-�" ' BL UME C/R. /1/I/CNE/VER OR. . CL EARX ST. SCNCXX �(I,, , • � r.r.I � �t v 29 30 31 32 33 � 17 8. ALL GRADING SHALL BE DONE I N CONFORMANCE WITH RECOMMENDATIONS OF THE 3 PARK OR. , LAMD/rV Al/E• TOL S Tor- COU,PT �' SOILS INVESTIGATION. TWO SETS OF THE FINAL COMPACTION REPORT SHALL r"1 r-� qr.�I� /� �- c'(� ' I ����L �/ I C I N I TY MAP N$EC� CWE-TER MORR/SON WAxCSTA. /2 {119.06 S7417164.31� Sy'WL�' BE SUBMITTED TO THE BUILDING AND SAFETY DEPARTMENT WHICH SHALL �_s._L_I�IC_Iv + r'.f�,Y .� -I�� 4 28 Z 18 � , INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION THAT Q(,' �1'V GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF NOT TO SCALE rr� 6o SOIL REPORT BY: ( NOT A PART ) � 5 x 19 c, , w 1_ I 27 �, ho 20 15` /o' o' 6 a r; 0. 9. THE CONTRACTOR SHALL NOTIFY THE DISTRICT BUILDING AND SAFETY ^ �? DEPARTMENT AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE 7 26 25 24 23Q aP 21 �o ' QO ' 20' Co AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO 14- BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. 25 3 4 - 8 TR. 22543-( 15 z x 16 P,dD � Q /5 /2 / � / 10. CUT AND FILL L�!/EL 13 M LEVEL L/NE _ SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE I.- I TRACT BOCN/OARY 10 II 12 13 >� 17 EX/ST. //VJFROIiE/AENT PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM EROSION 9 \\ 2 y FT VAR• 1 AND INSTABILITY IN ACCORDANCE WITH ORDINANCE NO. 457 PRIOR TO THE Q101"2 14 / /.25: To4.5,� APPROVAL OF FINAL INSPECTION. fill 0 .3 c� 18 - �_-- IY: CV X _ - - - - it . NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN \ Q Q Qio = 1.5 w wr�osn /rN - ,Qonp �� / - CLEARED OF WEEDS• DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. p Qioo - 2.3 c B 19 ;y) M 0� - EX/ST. 12. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT oa�0�9 3B Q 20 Q' SIDE N/ALK \ S/DLFIt/�4LK MUST BE CLEARED. KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL J S 1S2 Q; o= 1 .2 33 6"CURB Py' ROUGy GRADE [/NE 6�CUR8 F,' SUPPORT. PREPARATION SHALL BE APPROVED BY A REGISTERED SOILS EN- �� SCHOOL PARK 39 37 36 35 34 32 + a.Ipl 21 O GUTTE/e GUTTeiR CEX/5T.) GINEER PRIOR TO PLACEMENT OF FILL MATERIAL. i 1 I I I 22 13. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF 40 o o TYPICAL STREET SECTION PERMANENT DRAINAGE STRUCTURES TEMPORARY DRAINAGE CONTROL SHOULD m * P CURVE DATA 31 BE PROVIDED TO PREVENT POND I NG WATER AND DAMAGE TO ADJACENT PROPER- - w =8 CURVE 41 I I 12 .To K�To a 23 "1 „ CNESTER MORR/501V WAY<ST,4. /,'73.OD - ST,9. /2 f 43.06 -- - TIES. " Z R= 4 0 0.0 0' ��� 10 ���� y LL.) � 0'�� C FGveMERL Y NE rt/M,4ii/ STREET , h 42 �, /� I _ ,�� J TR. 22543-5 T= 397.25 14. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. JOIN EX. 48" RCP. L=625.58' G�� 43 -a �� 13 30 24 < �� n FUTU/PE' \T /VL /_>! 15. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO S L>' f/j �( V1/ FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES IG 29 x 0/% N /r✓ 8B / AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING J N8 '4 27 98ScacBg, p 44 ' 0/%�3� PROPERTIES DURING GRADING OPERATIONS. e 14 0,�� �' �TIP. D�voRr o- - r 45 m 27 �?�.� LLJ z 16. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE TENTH N 15 28 r �/Z (p¢ /2 (1 .5) SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE BUILDING AND I 7 TR. 2. 543-6 26 W t SAFETY DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL 10,2 2 1 P 31 32 f 2 6 T . 2 5 .� do . 22543 2 / TR. tilo. 225A3- 32 � ' �' �� HEIGHT. Q ,3• 2 c0 30 33 3 1141 18 19 20 2 I I ( tro -6 2 17. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT Qtou 17 Z, CERTIFICATION OF BUILDING PAD ELEVATION. WHERE SPECIFIC ELEVATIONS REQUIRED. THE ELEVATION [WITH RESPECT TO MEAN SEA LEVEL] SHALL 3 �g 2a 4 5 16 22 12 /' /5 BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SUR- GO I 34 �T� J 4 - /v1�CN ER p,Q/yE � I � � 3 ��/0� L�! � PADLEI/EL FACE IS REQUIRED. THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND 0 28 3J ` .. ,� I 7 ?. D 04� ' 1 ; '2 ? SHALL BE GIVEN. �- 18. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE Lt� 5 0 27 36 51 39 38 (J) N -I L 1 PLANT AT 12" ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES �o \l9 - 24 W E>r/ST GRGUiVO - ' ` '---{--- -' --L---�____ 2 OVER 15' IN VERTICAL HEIGHT. IN ADDITION TO GROUND COVER, SHALL BE b. Z _ � � � I � -� n, 1 PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS 37 n ✓ 6 26 5a 52 50 � \ � 40 Al � 25 � j N SHALL BE PLANTED 10' ON CENTERS; TREES, 20' ON CENTER; COMBINATIONS u v FUT ROUGH G.PADE L/NE 3/OEl�,4GK 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PER- �- I 7 25 49 ( 41 36 Z S/DEtV,4LfC t1_1117- B CURB 8 CuP MANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P. 8 24 26 z GUTTER C. , CHAPTER 10.R. 23 22 21 54 � � � ' c,•UTT�i� � cf L' 9 �10� 48 42 35 27 Ix A 19. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT 0� J� .e��N vA0 55 W CONCRETE DRAINAGE SECTIONS LESS THAN 1/2" PER FOOT FOR A MINIMUM OF 3 FEET. q o u W I- CONCRE TYPICAL STREET SECTION --� G 47 J }3 34 .1 28 I "Y fH Lt1 20. "NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE - I+✓ �� 15 -�X 56 x u ,f > AT EAST TRACT LA P/6Lvi2.4 Ro,4D PERMITTED." LAT. G- 14 57 44 33 29 -�- _ I I 12 13 I6 17 I8 I9 20 4f 45 30 0- ° � I 21 . ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR _ L a M I' 2' 0.5' TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 58 TR. 2 543-5 c8 IT�_11_ 2 43-4 32 x x 31 g y19 W Tp px Se 22, ALL GYI2ADIN� 15HAtLL BE 00t F- 10 GOMFOIZN KIGE Wl-rH RE MMF_tJI�ATtc,J5 47� N89'53'46"E �A 629.77' P/EO.eA A'cAo � t3���`� W qp�U/ �4OF TVEE PRELIMItJAIZY fL� I►-IVESTIT�T(O4t) 13Y ►L T1��H IQO• �' - - (Z� (� ` *� .� 1� J DATe10 5F-PT. I1 I'187 . TvJ0 6C- --6 OF T,-- Ftt.lat_ cD1viPACTID�J R.1:�9T -� ^I` Ci' Qw 3.9F ; I EX. GND. TR. 22543-4 �JHl�LL � 5►-(BMITTED TO THE- 5LLlLO1NC* AIJD 5AF>="ry' D-f=PA�•rl�Et�l"1' 13�52�0�4 I a� 1=UT LET. C-G JOIN EX. 42" RCP. Qzvo =6B Dc LINE ..C,. d I s WKIGN SHD�LL_ INGL.UO!✓ �'OLIIJDATI®tit D1=�I�h1 RECO(v1M�w�•A`[�©�` A►�D GER•TIFtc.ATt®/J T14aT G12ADI0q NAE, l f`► I-)o4F- If.( �1F©2wIAt' l9 ` I tL/ r• ;� -7 _ -7^, IT(-1 REDO &AE1J A Oi.(5 ® fZELIt�PWAIZ SOII_PJ 12 1��1( `r Vet THE M D T � TH€ P ?� op, 0 o� � ,o� �`' Tf�ACT _ NO_ 22543_-1 p'\oo' FuT. L.B.T. C-7 aoCe> GUTTER SECTION INDEX MAP ' t2 SCALE: 1- = 1 f50• 0.5` 2.5' - 0.5'� 0.5' • 0 150 300 60o ENGINEERS NOTICE TO CONTRACTORS : PRIVATE AND PUBLIC UTILITIES, IF SHOWN, REFLECT AVAILABLE RECORD DATA. 3B I *� THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL LINES AFFECTING `,st. EX. GND. I'ti MIN- .9•--' � THIS WORK AND FOR ANY DAMAGE OR PROTECTION TO THESE LINES. PRIOR TO (�ALJ6[14 GiRAD•E STARTING CONSTRUCTION OF THIS PROJECT. THE CONTRACTOR SHALL UNCOVER PAD °'' s 1 rp i�AO L���l_ ALL EXISTING UTILITY LINES AFFECTING THIS WORK AND THE PRIVATE ENGINEER : I SHALL VERIFY THE JOIN ELEVATION OF THE EXISTING SEWER WHEN MAKING CONNELEGEND : = i 2 *lo° If li Ill 1) s s 0 *. NOTICE TO CONTRACTORS: /435 EXISTING CONTOURS n 1' `� \\ D \ EX. GND. ALL THESEOPLANSTORS SHALLNCONDUCTTNTHEIRORS OPERATIONSING WORK SO THAT ALLLWEMPLOYEESTED ARETO TC TOP OF CURB SF-CT I OI`1 PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CON p� �,^ CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL / FLOW LINE TyP l CA L REIA R2-(AK D 1 f-fZ ` SAFTEY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR AND WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS PROP SLOPES ( 2 . 1 UNLESS SHOWN) Q=5,6 CFS Q ON TOP OF SLO�F• "CONSTRUCTION SAFETY ORDERS". 33 LOT . NUMBER 3 TR. 22543-4: INTERIM GRADING AT BACK OF LOTS 7-10. THE CONSTRUCTION ENGINEER AND CJUNIY OF R/✓IFS/GE SHALL NOT BE DRAINAGE FLOW CHANNEL SECTION RESPONSIBLE IN ANY WAY FOR CONTRACTOR'S AND SUBCONTRACTOR'S COMPLIANCE --� VERT. & BOTTOM SLAB STEEL: N0. 3 BARS AT 40" ON CJ'L. WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR OR WITH THE STATE OF CALIFORNIA DEPARTMENT OF DAYLIGHT LINE HOR IZ. STEEL: NO. 4 BARS AT 24". - INDUSTRIAL RELATIONS "CONSTRUCTION SAFETY ORDERS". ¢40.0 PAD ELEVATION NOTE WHEN "H"=2.5', ADD N0. 4 BAR AT REQUIRED WHEN "H"*6", NO HORIZ 6AR IS F3EQUIRED IN STEM. CONTRACTOR FURTHER SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY AIMPORT 2400 CY. FROM GENERATED CONSTRUCTION STORM DRAIN SCHEDIJLE: STORM DRAIN DESIGN IS PER RCFC PROJECT NO. FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS MATERIALS IN PAR. 2, P.M. 28315. 4 38.4 INDICATES FINAL GR. 4-10-114, zTORM DRAINS LINE "B", LINE "C", LINE "D" AND MISC. LATERALS. PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS N -6• A ' 3• H=2.0' INDICATES "H" OF CHANNEL. "H" ON EAST SIDE SHALL BE FIELD ADJUSTED FXISTiNG LINES ARE LINE "C" :N LA PIEDRA ROAD AND THE FOR-PON OF LINE REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL TRACT NO. 22543-5• TRACT NO. 22543-4: TRACT O. 22543 . TRACT NO. 2254 . TO ACCOMMODATE OFF SITE DRAINAGE ENTERING THE CHANNEL. » , WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND • B CROSSING BRAULEY ROAD TO NEAR THE BCR OF SCHOOL PARK DRI IE. HOLD THE OWNER, ENGINEER, AND THE CON0I OF IZt•J�IZsltP� HARMLESS • ^ I * SLOPE VARIES* 2:I MAX. LIST - 18, Fi18 CY. CUT = 9800 CY. „lT = 3090 CY. ! CUT = 1710 C.Y. » » FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE I 1 = 1? 146 t.Y. FILL = 89> �J �Y. 1 = 17 060 CY. Sd 1 L.S I=t�1C�ItJ 2: o�/�ER D�VI_.LOPEIZ: TRACT NO. 22543-5• REMAINDER OF LINE B , (,AT;H BASINS AND LAn�RALS. I PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY oARISING \ FILL _ $9$0 1,�1. � _ t•it_ r FROM THE SOLE NEGLIGENCE OF THE OWNER, ENGINEER. OR THE cou�1TV of ('ATCH BASIN AND LATERAL TO LINE .. LOCATED ti I SCHOOL PARK DR. F3CP. I IMPORT = 2400 CY. I ± R1JER.SIP I T��I.Kf'ILE-?j111) �,�. t 'fit-up f-'43:' CY. IMPORT-16,370 CY. THOMAS PEGG ___ ..._. !_r 28270 MARCALOPE• LANE, 3-31-93 TFA%T N J. 2''�4?-4: C.B. IN BUJME CIRCLE ANC' LINE "E" TO OUTLET. n TIRAC1 No. 22543-5 IJISPO:�wL '�I '�= ,: 1 SOIL T�C-P? INC. MENIFEE, CA., 92584 j EXPORT 130'1 CY. TO SITE PER GhAoN� (- ,,d, Ark 1. P.M. 28315, LOCATED AT tH`= SOUTHEAST CORNER + 41<007 Ic1JTE9PRIs1E C-1 �• ' TRACT NO. 2%43-5: CATCH 8ASINS AND LATF_i:HLS LGLATED Ill TRACT. OF WINTEP Hi+1WY RD. AND NEWPORT `��.. I .;.�';,E OF -=RAINING, APPROXIMATELY -,800 CY. IN STOCKPILE ; TF-MF-cuLA, CA• g25go TELE: 909/672-1465 TRACT NO. ,22543-4 AS SHOWN ON !IALET 4. !,_,EF eH •- 4' r j-.) I ^'- `z• C. LATERALS CONNECT WITH f LINE "E". ° LEGAL OES.RI�'1 (: IH+`' S:-11rH.".Lf 1='l FEEI IF THE �tMAINJI'_R OF PARCEL 1.c, ti"A 8708. RE.ORDEJ IN I Fq-( 4-) &7(- 2745 TRACT ND. 2L�4 ...B.s, LATE�CA,. AND LINE G TO BOOK OF PARCEL MAI S 39, PAGES %0 THR711 H 72, IN,:L1IS1\/E, AS SHOWN ON TRA�,7 22543-5, RECORDEU IN MAP BO- k 2°7?, r'1� +EZ 22 THROUGH -24, 1F'°'L+L'a E,,'(.tFT1NG THEREFROM THE WFSTERLY 45 FEFT. REVISIONS: PREPARED BY : MADOLE AND ASSOCIATES . INC . RIVERSIDE COUNTY � ` \ ' • ` N .e SURVEYORS CIVIL ENGINEERS LAND PLANNERS r ROUGH GRADING PLAN 1„ ,t ��Q Ess\q< DATE: 10/2B/9F. l.f..� :' J. M. MADOLE CALL UKjDZ_-R.CGROUND SF_i2vICF. ALF- RT C U5A] @ e�'` �F; c;"• 4 REV GRADING, ADD GUTTER a CHANNEL SECTION A JS S`/1/9 DATE:- REGISTERED CIVIL ENGINEER NO. 14814 1820 E . 16th STREET [7141 835-2548 �' y�jOr � % 3 ADDED IBM QUANTITY, TOPO SOURCE, SEC. "M"; REV. SEC. "D" JS 12/17/ SANTA ANA, CA. 92701 TR. 22543-4, TR. 22543-5, I - 600 227-2600 Q-r L•-A5T 48 HOLJRS P2IOR w� �A= � ` 2 0 M DRAIN CONSTRUCTIOM�I.Y-IEDULE JS to/2e/ ePPROVED BY: SCALE: BENCH MARK : TR. 22543-6 & TR. 22543 of SHEETS ADD ST R M-16. RESET 1979. RIV. CO. LOCATED TO COM MI�NCINGI G01�15TRUC�'l0>\i . E _5g """�i �''" � I ADD DISPOSAL SITES & LEGAL DESCRIPTION J5 l0/28/ s AS SHOWN 5• SOUTH OF NEWPORT ROAD AND 25' TITLE SHEET FILE NO. `�� Exp. 3/3, � ,I�+-iN SEXTON, kCE 143C _- REV TO SHOW TR. UNITS, W/LOT NOS., & QUANTITIES JS 10/28/ 6 REGISTERED• CIVIL ENGINEER NO. EAST OF BRADLEY ROAD. SEC, 3 T&5. RAIN•55 FOR TRAKSf01ZTRTjnQ p><fA�M€_$,r " DATE ELEV. 1434. 19, DATE: 6/84 W .• 0 , FOR : F . B . !r tc fh% `:�'t'`k� �= �• 01 DESIGNED BY: RC DRAWN BY: G L P CHECKED BY: -C7C' DATE: I VERS I DE COUNTY CA. O C T J 1 TITLE SHEET GRADING PLAN - 2810.2301PF: 22543 954 16-Oct-91 04:45 PM / 527-1305-1 '' t 1� J IN. 2 { RCFC 20' DRAINAGE EASEMENT a I' m} a P 121GY.IaY l? _ z co ♦ 51t L K TRAAI e l Tl 11�wl DEPTH OF FLOWTOP OF WALL �� � � <Op is 00 W `M X C, - %4'/Fr ---/Ir>►-. sLnPE,as s�oWN S E C T I O N LA � I - o �t�p1 �11 '� I►I�I�tI TRACT 22543-&: LOPS 16 - 23 w 10, 10' ` ' d TRACT 22543: LOTS 12 - 21 p� C �� - >� 0 0 \�� SEGT16N a �t Ql1001=56 CFS LINE "E" "j D� � P� ti w S20.005 �' 48" RCP. �0 01' TDI` OF WALL TRAtiISIT (J o N89 4232 W Q dinl=•1.33' h M 50.00 ysr Q n=0.025 W $� ����s., SECTION B a a 41 �, W GRADED DITCH EMERG CY OVERFLOW DA�L1�r►-r FI�� y orb Itl 3�' o e n - - - �.•. o - 9'42'32"W 12 95' V:N;- V: --- --- k . - t r r.. - M v. d., m 3 _ a q 4 2s1.1o' TR. 22543 'la�4 .4 �b R.��947.9i' �q R 59.08, �N �.Y� 56.35 �ti �� 46.00 ��j 46.00 R 4648�.... R .a6.00� �zr 46.00 47.50' -sr 7621' 116.73' - sz R• c' 9 1 6 pl .� ��1�� �p �rG � > 1 R I �.'t a., 0.35 , a, D k R k (F�' �� k I 9 ` z `' N �g o 'cam �` -� + j z � k /00�VG" 1 �� 1-433. 9�I N 89°42'32"u 386.48'. I� C H E S T E R�G e� �' 1�1 M• 1 00 �q �a� 2+0 Ak x W I 10 3+QO ,� 'T• 4+00 a 5+00 ` 4 37.8 •¢ 37.9 4 38•/ 3 1 a g N k I I 38.2 4 8.2 3 7.9 j � ¢ 4. I -¢3 3 .9 3 i � 3 ��. Q3� 1�3 �� m c.s ,s o 0 4 36. 4 34.9 3 6`00 \O•��� a t. o o $ 0 41 7 8 8 9 8 10 II y� �y 12 I rt^t Ex/sT. R w 5 o, 3 4 / _ - ��1 a 1�1 P � ' 2 v 2 ' j0 83_ 33_ 1 -'� • �' 0 W �o o� =4 54. L:43.00 46.00 46.00 46.48 �.00 a&.cao �36 „0 00\ P fL 3• , . ,. ,_ . _ .. G R,3 Y `� :, cr ill i� o 9• w M ,� `� Q � p J '� Q � ct`n :� �' � � � 1 °x� • , a6� •' � 3 � � , ,,yam �N,�� `' - 9.0 � y- M J I` '� ti � R� R I �` �� q'�6 I$ ���6 k.��,1G I woe ��� N �3 a .. ., "'� ��, -03r. „ 3 W Q W `� N / �� �`� �, / �,* y3 a� ��, -SAWYER S �( v 18 OADo.35/ LINED v t a \ 2 >C 30 O C�ltj _ N 89 42'32" - - -- - - I I TG ac '` o -ioc vc � t o-% - - - - •sue - I o N o 13 a + p= A 79 TC l-43G.7 /OO'VC ti, 7Z 1-43 �- �, - t^. N ova _ - �. v I v I a s z� ,:5. °° N c m 3� �' �" �310' G ��' 4.79�' 'c-' >c`',��� ,(� c�� ' sss •�O `�6 "� j z Y V � I � � � 9\ m \ r O" ��(� --+- � `� �O _ .. . .�.- � � ;,, � ,. . - A �s�I 5 , a o 72 b ch � 0 �p O'y�_ 0 L s G6 �j 46.00 46.00 50.00 %,_50.00 C 46.00 29.95 20 WIDE 0R.AI0ACxF_ IEAS�M T _ c�1sd- k R G F G A , F.-A5T L-Y T2 � p� ��R✓ �, \� o\3' �® o s ��\'\1 (4 �� 1 7 ca i !?jOU I.ltJA mx .Z�p / �y L�8 P�3 L//VE \ c� - K1 aC STA 8+16.84 CHESTER MORRISON WAY �1°0 6 sr3 S3� / g�'�',�c' a ^ F'�� STA 1+00.00 SAWYER ROAD 04� ,� s I sic✓c ` . n N ' f 43�_S AP�ROX FUTURE \ M 0 0 0 0 ' o o~ `��q � a N 105:95 � 2.5' 2 s' �/�O ELE✓ATtOtiI ,p ^ m 4 0 0 3 3 3 8 3 7 t 3 E 1 1 % f m ��• `, � � - 3 5 - N Q�c 43 � Ar'� �LEY,q tr� •� �� ur=rt�u s1 V� 1� ��RoLlaw QRAr,)g:. ><, I - \ I m � °- 15 m c k I� T 2 ��► �1r (3+1 ,�\ �. ,� 0 4 8 -¢38.2 •¢ 37�o I 5, '¢36 3 ? { 4 ,G .�L 34,0 -¢33.8i L1J 3111 % lV d' at0• j� p // �A v 1✓�1 ST• G 12O�I iJ0 3z �q.. �y� h� '�'� (03 �' (� 51 0`°1 '-� 31�1 -4 110.00 �! lf► N � /// ,� \ �' o Q/47.75' Qh 46_00 46,.00 �h 50.00' 6 k so.26 y k�k0 FZAIZ-/ LOPE O J� 2TI _ TEM(-b 5 �°���� o '(� � co 12420 _T- � •� �65.5'5�=�= �� � 46.00 � 55.00 16% -# 4 2 CorJC. DITCH EME:Kr4=►�c / ®VEKFw �� ,-' �' k�i k� sr a/ 3 I o� t� , , t 16 L 11 - 5l9 Q �( H W4'(5• Q10o I _ c 5 v o Oc lo►.o0 434.8 •¢3¢.7 -43¢5 434,¢ ,¢3¢3 ¢ ��I 3 110:00 co (o' �� c / 29 30 N .:.1 ti 32 N I I T 0 C o -- o 3 .. I �'s 0 o aD z ICI w m r LL Q 0 �` �, �" 30, _ 33 .� II I ��' 17 bD CD k? I I I TYP �' rc� ' I kZ � Ily��o tot .00 o I N � C -'`7� �1�01 k3�o� 110.00 O llr L_ 07 r� I�Ir`�.� !-� 1 �� ♦.�I\I 1 I �i11 \� �` �` I'� )� /I �Go I A 4 m �8 /� \. 2e >> Lc/8 4- 2\r� \�hl hAb n I6 M t l b• • ��.+ J I 56 38.37 40.00 Q� h1 f .� � r �t L . 0 1 � T Kil TY� „�• s�� � a3 G � � `� �I I I � 0; L`-i w N T 2• - J O A PART �� 00 ti �; �y� o c� , i'I � ' h � 2 1 tto.00 '" CiJ o LNG 1+0o FROST �''2�G 'o � N �2'29� q�2 q � 33 TI. � p o 101.99 �. 0 _ 2+o CO Tai3 3+� o �k 0 _ Q k � cr_ OD G p .• �'�o ��G( st QN 9 °44�41 11 0,3 h R'ry �\ ',� o V- p � m I\o� coo to 5 1n I \ bF.E stm, 1 N . R33 L1 O� �y N �c `� `� N pt'��'(G �`�\ �`�(, I t N 0 19 � W u J CHESTER MORRISON WAY P CURVE DATA SAWYER ROAD CURVE DATA co j ti = 85'34'36" = 26'54'22•' '� �0 'n I I p I 1D •) ,o 6 :huh L a� /� . . .• - . - I o N O R = 300.00' R = 300.00' �j1/ OI v I • ` ��p,'h /� ii o - - 101 .00 N 27 6 381.37 40.00 I Z �0 M 110.00 x T = 277.69 T = 71.76' �''�� I 18.5 0 2' I L = 448.08' L = 140.88' 4 � 0 N 36 , .2 2e.7� L` L=7.64L�� 2 �' I a a O "� � o O` , B.C. TO It SAWYER ROAD B.C. TO TRACT BOUNDARY 3� o f- I �}: �o `�� �'23.30 / TA34A; L/ E ; sl 9 cnl v� 20 d: z A = 63 05 38 = •. q m �Z /F o I 6 � 17 00 16 � � • � I 2I R - 384 80 R 300.00 0 8 d• m � L = 330.36' T - 44.85' - ° I L - 89.04' _ tot .00 m N o �I 212 110.00 P SAWYER ROAD TO E.C. I tD iD c�a \ k3 � k = 22'28'S8'• TRACT BOUNDARY TO E.C. '- pl � 1 - I 26 C 25 N 24 0 23 0 22 _ � TG o 'L1 o t R = 300.00' =09'S4'OF" 11 I $I a� a>, o' c o Lr T = 59.62' R = 300.00" 3� ,I $ '� �-- �� I I M' to L = 117.72' T = 25.99' 36� -¢3¢•9 '¢3¢ 7 -¢3¢•5 ,�3¢..¢ .¢3¢,3 I �� G I I TR. 22543 , I �I 21 L = 5i_85 N89 4 '41"W, 319.55' { SErc ,� k 30 d QI N89 44 41 W, 170.00 --- _ --- ' - `'� �jA ' ml , N ,sue 0 NO 15 19 E �nl�61/111 t10.00 1 .TR.22543 9 �F so.94' F 46`o 46.00 � 158 o i � Z 0 15 EL g 63.75 �o ys 50.0, �, So.o, So.o, 105.78' I 5 �c�c o TR. 22543-6 0 I I I TR. 22 43 6 o I h \ 4<�s arc I N �37 434,4 ��34, �' /5' to �� I I o� I 110.00 Lm � a G I r 9 10 a- - I I 12 c 13 0 los.8s' , 0 - F - o ICI 0 , ,o EXfsr. 41R 114C. cq to - I C t 17 I co C \j ' ( 20' �; � I � i 4 coG 2d� 4 14110.00 'I ti EX/ST. /RE t 3-31-93 I I I I 1 d �I a3�G 18 + W o I or NYDR,4/VT Z � 0 40 80 120 200 SEE SHEET 3 a Z REV I SI ONS: PREPARED BY: MADOLE AND ASSOCIATES , INC . RIVERSIDE COUNTY CIVIL ENGINEERS QR�F�Ss N DAfE: l�•�''eu/9P. t J, M.4 MADOLE SURVEYORS LAND PLANNERS ROUGH GRADING PLAN 2 DATE:t' Y `' REGISTERED CIVIL ENGINEER NO. 14814 1820 E . 16th STREET [7141 835-2548 y ^a SANTA ANA. CA. 92701 W m APPROVED BY: SCALE : BENCH MARK : TR- 22543-'4, TR. 22543-5, 4Q ADDED EMERGENCY OVERFLOW, SECTION B. JS 6/1/9 .. _ . -16. RESET 1979. RIV. CO. LOCATED TR. 22543-5 & TR. 22543 OF . SHEETS or _ I REV GRADING, ADD CHANNEL SECTION AT E. TR. BND. J8 5/1/9 1 - 4'0 5' SOUTH OF NEWPORT ROAD AND 25' `\EXQ. 3�3. 1/s� J' �i1� E Tr��! k0E "4� P - - REV TO SHOW TR. UNITS W/LOT NOS. & QUANTITIES JS !0/28/ 6 REGISTERED CIVIL ENGINEER NO. AST OF BRADLEY ROAD. FILE NO. Jr`Tc A,F.$�� EXP., �: �,` ',` 9s�d.o ' DATE: R�VER8IDECOUNTY CA � M �T DATE LEV. 1434.19. DATE: 6/84 DESIGNED BY: R C DRAWN BY: L L.P CHECKED BY: oc Q C T 9 W .. 0 . FOR : F . B . GRADING PLAN SHT. 1 TR. 22543-1 - 2810.230IPF: 22543 955 11-Oct-91 02:48 PM / 527-1306-1 FLAT OUTLET DRAINAGE STRUCTURE 2c WIDE QRAII-JAQt E/lSEMENT -ro �� � PER RIV. CO. STANDARD NO. 303 LOT5 12 R.C.T. D' 1-OTS 13/30 VAft�Es a SEE STREET IMPROVEMENT PLANS , • /31 � 10� 1d' o - u 7�5� I2'S� -- �-I I.D ��� MIS• o _ _ _ •� MI - pAD LEViFL? O'S M1N, 2'6 LCoM1n1• I pAD w / FRtIE 0AR9 2.2'M�l>< l 04 / of nLd W �i�. ' SSE SHEET 2 Z i i �GP o o I J I I z TR. 225 3 b �TI2, P�40q I 101 .00 1 0• A•�21 110.00 5 ACT 1 C � A a�,�G I 26 25 24 23 22 '� �G o 0 Ti GIRT 5WALE EMF-RcAEr-tCY OVE�2�•i�C�W 4.0 � B ul ? � Q I �Z 34. 3 •7 ° A6 � � � 21 tD ��� s F- 15T� rnROuog o z 4 9 4 �3� F✓ •¢3¢. �$¢3 �' 20 r 20' 411 ' - 22. CFS. S= O•Qn4.4- �n = 1.1 n= O.D23 M •� - N I N89'44'41"W 31 55'lot. M89'44'41",W,170.00' . G2 Igo- 1 - - - � - �_ TR. 22543 /� F R aka �y� �j� jN4.89'19 E_ °N 110.00 >' c � 111.61' 9 60.94' 0/ 46.00 46.00 55.00 63.75 a�10 S 50.01 y C 50.01 50.01 ^nI� 1i05.78' tD 16 �o ADO o I :��GTIOI`I o �. r>' � I TR. 225 3-6 I� a ,\� I 7 t Z 9 N �- �370 �35 3 �34. ¢ -¢34.2 4 m Its 1 ` a roi•a> I-I I c '7 R c d i 110.00 f07.3 to m -_.... F a`ro �` p y \I 15 r gyp,. 0 v to 10 II _ I2 aD 13 106.89• Q P o A � o Ty 17 m - - CIF CY % 14 F1 01 2�q O 110.00 - -��- / '. M//V. S W,,�1 L E ' i �Ca N 4 we �q %6� ...__ 9 �1 a�2 t �_ o 0 STA IZ8.29CHESTER MORRISON WAY I ")^ \q cr- 87.86' 53. 8' 50.00 50.0 - ' `� � 16to 1 t �,� 0 50.00 92.72 sz3� Z l`(1 ST 1+00.00 W ILDSMITH ROAD \x19�y 3 A -�6 Fk�(v ti G �2' U I 1 IL I � a'' �Goly 0 ;� '� 1� c �k�2 �° �,tio N �2G I a� �a V1 I 2�h I o ti „o.o° i N 88 36 09•u o 0.35� OAD c a \ �� d'c CURVE DATA r� oo �6 �'I�q�� joo' vc a, +0 Te PI'43(o$b ioo vc p.1; re Pz= 3?Slo --" - 'k 1ev Tc Pr 6�' o tp• 1 y + ¢ a �9 1 O M o 0 = 41*57*06" 6 \I�3 �k \Iq'�°1U ��s� 13a1 13 "`�' W ' 2 h(, I �4 to + + 19 �, N I (� 4+00 d O +0 �� 432. + t0 R = 300.00' - -( a 3 3 •b s INh,1G m j W a s UI C 85.37;-. 55.0I' 1 50.01' r S0.01' 91.32° . i �b2 cn cn 50.01 s � 110.00 ; r / . oo.. o I l "a 3I °` N �� I I Z I "' to 1 q NOT A FART f F � F ,C 3� ��' I 20 �' ; y 1. , Q 3 I ro 1 -� to '� + �c -r PARK SITE ' o F�i F% of io726• \ •�. 37 36 Oi 35 ' ' a �, 110.00 ;y 3g Nto � ul � , \� �- 0 4 2' t - �/ Moo T �p•g C F" x r r t`t1 d ' b, 3 ,� 4 G 20 20 4 �, C4 1 p \ 2 /ltj / o ,� �o ���s �/`T",1. �y 00 225 �� 43-6 �' I 2` a� a� !,� O I pG u /�O� h �0 l 50.00 50.00 - . ., 50 00--- ,I\ 1 c� ct� � �(� o Q� o - w a �3m - �; •\I z o 0 I E 2 / 4(� �i-• �--�� °TIR. 22543-4 N89.44.41-W, 200.00' a r r\s cn Q ar c m d `r G A 4 �. 3 o •�35.� Lo 0 m 4 1C '� 33i m 110.00 �,��' ' = Oi 2 0 1 •y ,f o �t, ( PRop, fzcp, 5EE 1 I R �o a Q LLJ J 6 r�! 0 I> 109.81 J 3 _ •r �g.rG 4 I '� �' 12 G� // a ui j p N t .r I w 1 y� 4i � Ft @ o•44/� 1 `SSs, �j Q► �Cr / 019T 5M-E � � O( �� p tt? n� o 1 R9 N EMERciuJcyo�'FRFLO S �y�' 3�` z � I d 80. a �� ti� / � 42 =t�,• �� � � O?• �ir� \ �Q• \Z,�o � m n�'n ^c� _. � ��, ,, Q M �� o t z ` �. Q �, �.30.59' y�°6' �?. 30 � g3�' I R � �• \ 2 M, 0 sue. ,,� ,_� / Fj°� <.3 ` .. ��i,(� / �� x 4� •°O• C �:•�O 29j. K' a' 94.65' o0 92.43% <f QO CsJ a / h + L �/ o 3s 9 43 a� G h -� _ m 3 O C1 p 'h 9 4Tc ��\ �' 29 W�w 1. s\ �\ - �/� i)9/if/ SK�<1GE I S �` c e w o �33 q G i F C m FL 3 45 2°. � �- W Z 111.87' J \ �33� c 8 _ z2 J � - --��- - - 'f-�- - - _ - o �s- // �' ^� s� ¢.�¢ �G 1 � W ��� Gj -o S ,1x s _� �8 B 06 �` 99.69' °• �' \ a 0 h s �` `mod• a `��^oIK 44` s/• •s°` cr a� �-.� a3 T�� 0�1' 1� L-3129' / / a v �(A) ,,� � \ ` cP p �a �}' c �ceo U TG13 I Dc� •- ��0• 1P ` �yR/`\ 23s °' N i. , o PARK �o � o �� \ oo a �, o q3 , n� r, o c Fj, tiNF�.. wo 3� ' �� SCHOOL ti / ¢ `� 0 4 4r a- ��N 89 42 32'u a o 227.98' 6 Q / �ti 1 jp.h l� 6 rr I /� 'QN�o z 15 ©o ,� _ 6 00= ,- _ 27 1 7+ o N > \ s4, l9 3a c �°� f ''� 4 F s 5 `�e� 36��s �,'►�` o� Q . 45 /s I'' �, a { �' sy T M I a v, e+o a-e . l I , o oc'' ?/o. <s - ' I �' c s # , C F / r /a ` �� _ S°y o `9' ! 0 1 144.89 1 L=5.62' A � =5.62 \ \ �� � �Y �' oD I 110 8 Ze V 2� 26 \ - � l u? l t- •� rn \� �o �8 8 400,E / ?,,c - `s //S u? '� 1 I� �2 0 �'�'c°u k3�, 9 !h �' ,c� tom'` Hue" y IV \ 1' as- �} •0 C. �J o � o� FL.34.62 2 ¢ 1¢ N \ �e Z it fill �1 ,� W N ,� m N o r, 8.s �� _ 7 , °' ti I5 t `9 435.� 3�.`✓ 35. I .t 0 43 -P / '9 '10 S- '� C ^ I 1 2S ! `� % I I °� o �G °o I � C R Dr/ I (• / �� I��� 1 I �! 93.E ¢ 30 ¢393r eS .. 'a I m 11J o �' " ��6 ., kph '. ems 281.00' w N 1 7 o s / N89 44 41 W ZI TR. 22543-6 \ / N89 44 41 W,\ DY _ 9•, - u) 1�11 �/ °� - .� q `� i a�� J° R C__ _ R - - -_Q- -p, .F_--� _- - T' _9 .4 ' = FL.35.38 h- z i1� o W I N ` ¢3965 �\ / �� 1 F � a(010 F 55.00 ,1\ �j F 46.00 y> 46.00 17 ,?, 46.00 (p y, 63.1 1 1 Jj F 1 13.41 24.48 Hue 1 10.00 ~ o I \ y w s/�B 1 •u� mc� a3 cj a�i ��1 s n)1 ,)1' �1. 3j iI Z F /A. \ I c a a TR. 22543-4 �o 10 pb z �\ o I o o C , < , �' � 10 a A 0 0 0 0 M cl T P. o �+ w /5� 32 0 �3 Ox ` m $ I C 6 i `g o o 0 0 0 0 0 O bl y JI •¢ I� I o 09 pO w �� 44�.9 I /6 60 0 0 0 o ro ,y. a► G i O 2 6 1 151 CA N� `,1 o ¢ -�37,1 437. 2 4375 -¢37�0 4377 � 37 Q �� •¢3B0 � '�� It o 0 14 0, 30 33 a y ' rz� �o 110.00 G 2 20 -� I �S�p 9 .'� `��\ - �� 4 20 20 21 22 10 C 1= r�c 1 16 17 I S 19► 20 i A G ` F` ?l C F n TR. 22543-5 0 40 8o 120 200 - �1 SEE SHEET 4 z REVISIONS: PREPARED BY : MADOLE AND ASSOCIATES. INC . RIVERSIDE COUNTY APER DATE CIVIL ENGINEERS �O QFtOFESS)ON' LATE �� 'Lc:����. , / � A 9 .1.:LM MADOLE SURVEYORS LAND PLANNERS DATE : '-+ REGISTERED CIVIL ENGINEER NO. 14814 1820 E . 16th STREET 17141 835 2548 ROUGH GRADING PLAN 3 1�111z TR. 22543-4, TR. 22543-51 SANTA ANA. CA . 92701 W m APPROVED BY: SCALE : BENCH MARK: OF 4 SHEETS F.,E 1 4 a REV GRADING, ADD CHANNEL SECT I - -16. RESET 1979. RIV. CO. LOCATED T R. 2 2 5 4 3-6 & T R. 22543 of ON AT E. TR. BND. JS 5/I/9 - 40 5' SOUTH OF NEWPORT ROAD AND 25' FILE N0. Exp. 3' as l!-1 ► En?f_ ', KCE 14"`rh - - REV TO SHOW TR. UNITS, W/LOT NOS., QUANTITIES JS 10/28/ 6 REGISTERED CIVIL ENGINEER N0. AST OF BRADLEY ROAD. sT9� cn��F \P �: `' FOR T�NSI�RTFlTIOIJ t PART► rNT [77TEOC LEV. 1434. t9. DATE: 6/84 OF '" A 01 DESIGNED BY: RC DRAWN BY: 4-L P CHECKED BY: O C DATE: RIVERSIDE COUNTY CA. T. 9 W . 0 . FOR : F . B . GRADING PLAN SHT. 2 TR. 22543-1 - 2810,2301PF: 22543 956 11 Qat 91 01:39 PM / 527-1306-1 + , JOIN EX. 48" RCP. �� SEE , SHEET 3 q 3h• ti� ,� R. 22543-6 C I� --r - -r - - - � ,. -87 TR. 2�° 43 4 - � III 5 � \ - / • i (= C z c \yRcVy. p d ,-` b oo° 44, �e►a ,�� � '� � � �q.�8 � s �•3i 3/ =31' o 0 tr' o m 38 SCHOOL �.�2 o O �����b �� U� -.\ / o \ FCC 4 ° �. a N W o / q \9 O / /5 11 / w �- N 89 42'32"11 227.98'. o (yl \ \ \ x J 15 00 _ =ib�00= �`�� - �� 2 17+00 (fib �2 , O ��L 9� , n1 ► srs a uj •� 1-1 + '� �� �' ems. 1Crh Y.� °I ~� 3h ss 1�y _ k �r1�2 � \� 'a+pp �ti6• �� N �*4 o 14 ' O S ► N .� 144.89 \� .y�o 0UN \/p \2^ O/,� S`?9?�O� ti i1 � k (G I c6 \ �oWi 2A W `✓ X \ �� / - - ,o 8 /1 R `� a 39.2� \,� s. so•� 47 ,�I > I J , �\ >>o.� � \- 28 ;' 27 �- a \ D:Q•� � .83.rg ,� 3B1G 7¢ r a�� , o� 5 W I l�' M ! U Q�� t� C �F �°� o . g'932 �36 V � g99 - . < TG� ! J 1 v o S q �31`1 C F I 4 00 . , .82 03 `�`� a/ { so. 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L: f� _ _ _ _ � _ - -= - - - UNA4R - 6 ' 00 00 I 01+00 - --- -02+00 -". - - - -- 03+00 _ - _N - - - 104+00 - - - - -- 51 00 -' -o I - - -106+00 r=cu -- -107+00 - _ �cv - - 08+00- - - -- - --109+00= -- - ---- -- - Y N7g• �- - - - - -� -- -- - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - 110+00=_- 30"yV 177 3 �, • I L1N d. y- sToen� �eai�/, s I I \ c�,ee E,P ' 1+p°=__ 0=10.00.00" 1 ! �� - _ _ 2 - CuRB ¢' G7/TTER -�R �j4A/ter Pl�q,�/ �- --� - �EX. G TT \\ _ = _ . R 1000.00', T:87.4 .3G �° �- -� --I �. -� �- 2 l5 L=174.53, 12.4 's6 E 1 +pp _ - \ \ \\ � ROF S-!rp,� ,� r o TRACT NO . 22543 l �oQ . :>< r Ex. gar. �:-� 1 ��� ,� ; , ,� =-.. I U 26 j9f. \!-S r T �\ II 11 II 1 ,� '1,,?, EX. LAT.G,�� FCE 0 40 80 120 200 w of I Exp. 3 1 97- \ \ k(.E_ N of ca��E f_XPIRFz,: 3/31 j/� 01 l T I REVISIONS: PREPARED BY: MADOLE AND ASSOCIATES. INC . R 1 VERS 1 DE COUNTY ` '' CIVIL ENGINEERS SURVEYORS LAND ; .> J M MADOLE G R A D REGISTERED CIVIL ENGINEER NO. 14814 1820 E . 15th STREET 17141 635-2548 DATE: —'. . ROUGH - GRADING PLAN4 SAN A ANA, CA. 92701 TR. 22543-4, TR. 22543-5, Y 2 REV GRADING, ADD GUTTER & CHANNEL SECTION AT E. TR. 8ND. JS /g APPROVED BY: SCALE: BENCH MARK: OF -T SHEETS 5fl 1 .. _ 40 . -16. RESET 1979, RIV. CO. LOCATED TR. 22543-6 & TR. 22543 ADDED DISPOSAL/STOCKPILE AREA (SEE SHT. 1) JS !0/28i. 5' SOUTH OF NEWPORT ROAD AND 25' t J --- REV TO SHOW TR. UNITS, W/LOT NOS., & QUANTITIES JS 10/28/ 6 REGISTERED CIVIL ENGINEER NO. AST OF BRADLEY ROAD. FILE NO. DES I GNED BY: R C DRAWN BY: L L HE f CHECKED BY: OC DATE: ROI V RS DE TXA�JSCOUNTY TjJpJ A€CAR T DATE LEV. 1434. 19, DATE: 6/84 OCT. 91 W . O . 1FOR : F . B . GRADING PLAN SHT. 3 TR. 22543-1 - 2810,2301PF: 22543 957 11-Oct-91 01 :45 PM / 527-1306-1