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913mm_sppGENERAL NOTES 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA, AND RELOCATION COSTS OF ALL EXISTING UTILITIES. PERMITTEE MUST INFORM COUNTY OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION. PHONE: (909) 275-6885. 2. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT IMPROVEMENT STANDARDS AND SPECIFICATIONS, LATEST EDITION, COUNTY ORDINANCE NO. 461 AND SUBSEQUENT AMENDMENTS. 3. ITHA S LL BE THE RESPONSIBILITY OF THE DEVELOPER, OWNER OR CONTRACTOR TO APPLY TO THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT, PERMIT SECTION, FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN PUBLIC RIGHT-OF-WAY, DEDICATED AND ACCEPTED FOR PUBLIC USE; AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR ALL CUURENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THIS PROJECT. ADDITIONAL STUDIES AND/OR PERMITS MAY BE REQUIRED, 4. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE PRIOR TO PAVING THE STREET, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS, STORM DRAINS. 5. ALL STREET SECTIONS ARE TENTATIVE, ADDITIONAL SOIL TESTS SHALL BE TAKEN AFTER ROUGH GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. USE STANDARD NO. 401 IF EXPANSIVE SOILS ARE ENCOUNTERED. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR DEVELOPER TO INSTALL AND MAINTAIN ALL CONSTRUCTION, REGULATORY, GUIDE AND WARNING SIGNS WITHIN THE PROJECT LIMITS AND ITS SURROUNDINGS AND TO PROVIDE SAFE PASSAGE FOR THE TRAVELING PUBLIC AND WORKERS UNTIL THE FINAL COMPLETION AND ACCEPTANCE OF THE PROJECT BY THE COUNTY. 8. ANY PRIVATE DRAINAGE FACILITIES SHOWN ON THESE PLANS ARE FOR INFORMATION ONLY. BY SIGNING THESE IMPROVEMENT PLANS, NO REVIEW OR APPROVAL OF THESE PRIVATE FACILITIES ARE IMPLIED OR INTENDED BY RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT. 9, IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO NOTIFY THE ENGINEER TO INSTALL STREET CENTERLINE MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE NO. 461. (TRACTS AND PARCEL MAPS ONLY) 10, AS DETERMINED BY THE TRANSPORTATION DIRECTOR, THE DEVELOPER IS RESPONSIBLE AS A MINIMUM FOR ROAD IMPROVEMENTS TO CENTERLINE AND MAY BE REQUIRED TO RECONSTRUCT EXISTING PAVEMENT, INCLUDING BASE, AND MATCHING OVERLAY REQUIRED TO MEET THE STRUCTURAL STANDARDS FOR THE CURRENT ASSIGNED TRAFFIC INDEX. 11. AFTER OCTOBER 1, 1992, CONSTRUCTION PROJECTS THAT DISTURB MORE THAN FIVE ACRES MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT. OWNERS/DEVELOPERS ARE REQUIRED TO FILE A NOTICE OF INTENT (NOI) WITH THE STATE WATER RESOURCES CONTROL BAR ❑ D ( SWR ) AND ND PR PAR E E ASR T❑ M WATER T POLLUTION E ❑LLu N IO PREVENTION PA PLAN (SWPPP) AND MONITORING PLAN FOR THE SITE. NOTIFICATION REQUIREMENTS CONSTRUCTION UNDER RIVERSIDE COUNTY SUBDIVISION AGREEMENT 1. CONTRACTOR SHALL NOTIFY RIVERSIDE COUNTY TRANSPORTATION DEPT. CONSTRUCTION SECTION AT RIVERSIDE: 787-2031 OR 787-2032 AT LEAST 48 HOURS IN ADVANCE OF STARTING CONSTRUCTION. 2. CONTRACTOR SHALL NOTIFY RIVERSIDE COUNTY FLOOD CONTROL DISTRICT AT RIVERSIDE 787-2015 AT LEAST 48 HOURS IN ADVANCE OF STARTING CONSTRUCTION. 3. CONTRACTOR TO NOTIFY THE FOLLOWING AT LEAST 48 HOURS PRIOR TO EXCAVATION: A: SO. CALIF. GAS CO. B: SO. CALIF. EDISON CO. VIA UNDERGROUND SERVICE ALERT C: GENERAL TELEPHONE CO. D: UNDERGROUND SERVICE ALERT (USA) 1-800-422-4133 ACCEPTANCE OF RESPONSIBILITY CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER, Underground Service Alert Call: TOLL FREE PRIVATE ENGINEER'S NOTICE TO CONTRACTORS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS, A CONTRACTORS T ALL CO AC OR T S AN D SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULA TIONS" OF THE U.S. DEPARTMENT OF LABOR, AND THE STATE OF CAL IFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS," THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR OR WITH THE STATE OF CALIFORNIA DEPART MENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS." F.G. = FIN, GRADE F. S. = FIN. SURFACE F.L. = FLOWLINE H. P. = HIGH POINT T.C. = TOP OF CURB E.P. - EXISTING PAVEMENT R/W RIGHT OF WAY C. L. CENTERLINE R 2'1' M 4' # # MAX, T CU SLOPE IN. MAX. FILL SLOPE 1' t,� BACKFILL AND COMPACT TO TOP OF AGG, BASE LEGEND R/W ------------ 100-------------- EXIST, CONTOUR 100 FIN. CONTOUR ----) ----) ----) DRAINAGE SWALE TOP SLOPE: CUT/FILL TEX - 14L --GROG- STREET CENTERLINE -TERRACE DRAIN A. C. DIKE C s0' 1 VARIES 32' 16' 1' 2 12' 2 4 1 GRADE AND COMPACT 1 NATIVE MATERIAL BACKFILL AND COMPACT TO TOP OF ACG BASE R/W COMPACTED 0.33' CLASS 11 AGG. BASE MATERIAL MIN. 1 * * MAX. CUT -SLOPE MAX. FILL -SLOPE TYPICAL ROAD SECTION N. T, S. VIN❑ WAY ( STA. 7 + 00 TO STA. 18 + 03. 81) PATAGONIA COURT (STA. 10 + 00 TO STA. 15 + 61.41) BUENOS WAY ( STA. 7 + 00 TO STA 9 + 95. 02) CONSTRUCTION NOTES / QUANTITIES O CONSTRUCT 0.33' CLASS II AGG. BASE MATERIAL O CONSTRUCT ROADWAY EXCAVATION PER ROAD PLAN AND SECTI❑N O ADD ADDITIONAL 18' CMP TO EXISITNG CULVERTS 4O CONSTRUCT HEADWALL PER CAL TRANS STD. D89 DRAWING LIST DWG. NO. J 1 TLE 1 TITLE SHEET 2 VINO WAY ( STA. 7 + 00 TO STA. 18 + 03. 81) 3 PATAGONIA COURT ( STA. 10 + 00 TO STA. 15 + 61. 41) 4 BUENOS WAY ( STA. 7 + 00 TO STA 9 + 95. 02) 1-800 * SIGHT DISTANCE DESIGN SPEED = 20 M.P.H. (120' - MIN.) 422- 4133 PER AASHTO. ## SEE SLOPE STABILITY REPORT DATED 17 MAY do 31 OCT, 1991 PREPARED BY LEIGHTON & ASSOCIATES TWO WORKING DAYS BEFORE YOU DIG The prim a signing these pkns is respo4bk for osswing the, occwocy and oaclpt0 of the design hereon. in the thew of d� or offer cowly opprova or doming construction, the pm' fe r shoff be re x sidle for aleferohing on occeptobk solution and revisng�pbns for oWovel by the county. REVISIONS RECOMMENDED FOR APPROVAL DATE DAT JTY DATE CUT FILL SEAL. COUNTY TSs ,z 7 Z c Z m No.33950 w BAR 6-30-02 SOF CAFO R. 0. W. N' L Y R. ❑. W. CL S' LY R. D. W. W. S. 1341. 39 g b H. G. L. ---------------- ------=--------- -- ------ --- ---------------------- ---------------------- ------- ------------------------- -- ------ ------ ----- -- ------------------------------ --- ----- ---------------- ------------------------- ------------------------- --- ----- --------------- ---- ------ ------------------------- ------------------------- -- - -- -- -- _-- ----------------- - --------------------------------- - - ------------- ----------------------------------- - ---- --- - ----------- ------------------------------------------------- - --- ------------------------- _= _=- _______ ________________________ _ _ ____ ________________---: - ------ ----- ----------- --------------------- - ------------------------- ------------ -------------- ----il ----------------- ---- -- -- - - - - - -- - ------------------ -------- - _ ----- __________-�_w_-��� L - ------------------------------------------ - -- GROUND 1�J 48' 10' EXIST. 18' CMP NEW 18' CMP L CULVERT #1 PROFILE STA 10+50. 00 Q ( 100) = 11. 00 C. f. S. V ( 100) = 9. 96 f. p, s. Q (10) = 6. 80 c. f, s. V (10) = 8. 86 f. p. s. R. 0. W. N' L Y R. 0. W. CL S' L Y R. ❑. W. W. S. 1339. 65 3b - - - - - - - ----- --------------- -- - - ---------------------------- ----------------------------- ---------------------------- ----- ---------------------------------------------------- - --------------------------------------------- ----------------------------- ------------- ---- ------ -------------------------- ------------------------------ -------------------- ---- ------------------------------------------------------------ -----s--------- -- '�------- - ----------- - ------------------------------------ ----------------- -------------- ------------------ ------------- ------------------------- ----- --___-___---_--- - -- - - ------------------ --- - - - --- --- ------------------------------------------------- ---------------------------------------- ------ ----------------------------------------- ------------- - - ------------------------------------------- - ------------------ ---- --- - - - ---- --- _--- - - - -- - - - ---------------- - - -_- - - - -- ----------- ----------- ---------------- -- ------ - --- ---- --- _-- - ---------- -::_ --- ----- ----- -----_ __ - -- - ---- --- --- - -- - - -------------------------------------------------------------------------- ------ ----- --- ------ ---- - __:__ - - - -- ---- ------ ---------------------------------------- ------ ------------------_----_------------ A 5' 39. 01 10' f `�`�6 EXIST. NEW EXIST. 18' CMP NEW CMP jtiL�1 1$ CMP GROUND CULVERT #2 PROFILE STA 11+50. 00 Q ( 100) = 9. 33 c. f. s. V ( 100) = 7. 07 f, p. s. Q (10) = 5. 79 c. f. s. V ( 10) = 6. 38 f, p, s. R. 0. W. N' L Y R. 0. W. C. S' L Y R. 0. W. W. S. 1353. 56 `� hpt. H.G.L. � -------- ------------------------ --------------------- ---------------------------------------------------------- ----------------- �_____________ __________________________ _____ _ --- _____ ______ _ __ ------_- - ---- - --- ___ --- - - - ---------------------------- - - - -------------------------------- ----- - ---- -------------------------------- - ------------------------------------------------------------ ----------- - ---- -- --- - -- - --- ----r------- - ----- - -- ---- -- -- - -- - ---- ---- - __ - _ - - =---------------------- -- ---- -- ---------- --- --------- -------------------------- --------------------------------- -------------- -------------------- ------------ -- - ----------------------------------------------- ------- -- -- - - - - - -- °. ---------------- ----------- ------ --- --- �- - --- ---- --------------------- - ------------------------------------ ----------------------------------------------- ------------- -------------------------------------------------------- - - -------------------------------- - ----- - - -- - - --- -------------------------- -- - ------------ ------------------------------------------------------------------ ---------------------- ----- - ----------------------------------------------------------------------------- ----------- - - ++} ---- - ------------------- - "_-__ ________________________ ----------------------- -- 1 50' l�g� EXIST. EXIST. 18' CMP�p L GROUND 250 C. Y. 1, 468 C. Y. 1, 427 C. Y. 45 L. F. 1 EA SEAL ENGINEER D� Icy\ OZ m ft rr NO, 44856 (EXPOES 3-31-02) CIVIV CULVERT #3 PROFILE STA 14+00.00 Q ( 100) = 3. 56 c. f. s. V ( 100) = 9. 08 f. p. s. 0 (10) = 2. 28 c. f. s. V ( 10) = 7. 98 f, p. s jo SHEELET _INDEX NOTE: WORK CONTAINED IN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED, APPROVED BY DATE S �Za�q� r -- -,- -- - - - - . - - - : -; -, - - - �'� - - -- -- - - - -- - -- -f I, p ... - - - `>J. -- --- - J. r rel- Yr r -- - - - CO RIVERS - PARTMENT OF RC. E. NO. 31 3 2 5 0 EXP. TRANSPORTATION 3s 7- r-� r, -- - - - - -Ia SEN N + O . DATE : - ---�-, PREPARED-- UNDER THE SUPERVISION OF: DATE -5-b -�-�-- - ---- -- - ---- ---- ---- ---- - -- - -- - - - -- - -�-'--�- i4 � AR fir, Rl��waYr ` ,-- - - -L, �--, - - 'Cor- � , r r SCALE AS NOTED BENCHMARK T.B.M. ELEV=1432.00 BRADLEY D. MCMILLON FD. 1" I.P FLUSH 0 CENTER OF CUL-DE-SAC, PATAGONIA DATE R.C.E. NO. 44856 EXP. DATE 3-31-02 4-1-98 COURT, TAGGED R.C.E. 21914 SEC. 22, T7S, R2W VICINITY MAP N.T.S. PARCEL 26961 SHEET NO. COUNTY OF RIVERSIDE 1 SCHEDULE "H" TITLE SHEET OF - SHTS. FILE N0. STREET IMPROVEMENT PLANS 'OR -gip a oQr - O O� $ ------------------- ------------------ ---------------------------------- - -- ------------- - - - ----------T Z-----------------------------------------r--------------------------------------------- LLJr ------------ - -- -- ,-- .000 z �3m O O z F x - - -- --------- - - - ulfl- ---Q-----------------------------------'---------------------------------- -- ------ - - -- ----- - ---- --; - ---- - - - - ~------------------------------------------ X- xp Za0 I W - - 11 F Z U W Q o N - Q F \ C O+ Q F- I I Q z 6- z----,---------------------------------------------------'---------------------------------------'LLJ --------------------------------------------------- ----------- ----------------------------------------� ----------------------------------------------------------------------------- P_ Z------------------------' T------- ______________________ 0 WE F_Za a:Di0�- a 0(n Z< om 0 I � F Q - J F� ---------------------- -r-�-W r---------------------------- J Q --------------------- ------------ ------------------- ------------------- ---- ---------- Z (n LL------------------______-______--__-___-----_____r------__-----------------____-______ '-_-__-------------------_______-�------- ' -----�.-__---------_________ ________------______ __--___-------------_____-__----------_-_______------------------------------ ------- Z V) W F W x W �- 44 Q 0x zo2 (n >} a � F_ a O Ld (,r Q C7 Q Q p V) (n L D: W F -------------- -'�-�---------------------------------------------------------- - -1 Z - --- - - --- --- ----------- 10' - -- - - - --- - -' - - --- z� Z rWL -i lL ;_________f_________r______________________ / _��___________ _____________________________________________________________________T_______ cmw O (o p f� p JF- U U Cj-- O'r^ o� 000 >>�� �� ���0m ►`3 O a) - --''� - ------ o ---------------- '---------------------- 3 w CENTERLINE PROFILE OF -------------- --------- -------------- - - -- - --- - + o a - N - Q Z -Z N - - - - ---, - ---- - - - -- - - - - EX--RflAD .4�'-�tif7T - - -� ©O o U-) --- - , - - - -,- - -------------------------------- rZ Q W a � o ►� o °) ! 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r- 00 PROFILE SCALE: 1'=40' (HORIZ.) 1'=20' (VERT.) � z Q R-984.00 -'' %,;' ,' CONSTRUCTION NOTES,- a G u., A=10$ 34 Z o w----D=6`i 8' 31 " N 1O CONSTRUCT 0.33' CLASS II AGG. BASE MATERIAL, ``' � ✓ _ O ~ ZLJ ~ \ ^ O CONSTRUCT ROADWAY EXCAVAT I DN P ROAD PLAN' AND rECT I GAN �' a ►- Q z �' vy _ /' ►- Z Z Q U 3 ADD ADDITI❑NAL 18` CMP TO EXISlTNG CULVE fS __ z ix W z -0 U (n fx o , w ap ` cA O CONSTRUCT HEADWALL PER CAL TRANS STD. D,$9 r e� W rr _ao Q ,� o a - O I t a z >- w >- o 0 0CE, Q v) '- --,;; ,Q I. J �- U V) a Cr �---- 8. o a 3 � w 3 Q Q C3 w X~ r a) m to W vW_) c�i on -> w w z U ao 0 Awa, °'� o a NQ3a� 000 ,; ��oit oLLJ a u u r_ a MO I }I Ix ZOr� ��� 0 Z 2 ZCr- Z' Uj 8 0 W �In sF�O_ �� JLLJOO� I �0 L1' 1=i O i �j5=W O �O�"O =- J O> J QO101 to O o xz o = ma Zoo- _ _ �`.> U_ _ ' ? n3(�cn ``' 0 00 > U wQ o .� zzw�o ^ p�?3� U W '� W v "'a,�� � �Ww O I 24 a z tea' o w w m� -.. o 0o w -- _� _--ci Z CD ao 0 .n o V) a Q W; p, J 0 O ip' 0 7 j O ,p V) N CO DC} I� N O O o 0 ►'} O V) O R.Q. W. U U^ U �` 0 v I I a m = z 0 cs o o o: o ao ao ao � o z a0 n (° o = ^ (' O p (0 00 *4 o P; upi 1 0 =o i+- rnr o 0 o z (Fn ro 0 ut 41- 11111 (+ 0+0 °+' o+ + N O o x (n� ------ *-'- - EDGE OF XISTING '�� I I r o ,� czn LIJ '� 0 0 o w o o z o X O o 0- Q -� �-' 0� z -.- ROAQ, TYP. - p Z r o z o �� mU Wu)o> r -- - -- - - - NEw Com- - 0 0p Z \ / (n o > - W EDGE OF EXISTING' � � ¢ � Q / , PROPERTY T'PER NEW ROADWAY - - �- - - - - - SINE o OROAD, TTP. _ _ - - - - - - - _ - o . h 0 TO EXISTING - _ - - - o ----- --- ..-_ w °r;"•``':�>;a'✓-�' 68.71 -_--- ----- - - a 355.13' 65`20` 46 E `- - N - l j I �0 , I f` 0 20 4b " 1 ---------- -- -- I - r I 1 R=10b0.00 o rZo o I -/Z O O � Ir Q_ - Z000 ------ �I00 IH. (% 0o0: �- w coLO X °+' + -"------ _ - r17 59 - - - - - - - 16 - SURVEY PROPERTY - ! - 3 _LINE _ _. _ - - --r - \ = 3 ,' ----- _ VIN0 Vv - - - - - A?F--�-AO �l 1 1 N _ WIDEN tXISTING ROA[T SHOWN AVIDA f R.O.W. I o �• ' / I 1 I / z GRADED 4' ` OULDER PER 'T-YP„iSECTION . J I r I I / I r� r7 R.O.VIF o SURVEY OROPERTY7I / Q 7 > _ _ LINE 3 01 `'�_ ------ 1 '` O F W �_ z + + 1 D: in Y I 3 x 0o Underground Service Alert --� I I I O - Call: TOLL FREE EDGE, OF EXISTING I Z a ROAD. TYP. I- ---<.�---11< 0Y - I I t-Lj' 1- 800 _ C ' I I ----- 4 - 41 �0 I,r I Im C ` 22 �3 PLAN 1 I + �- I ITWO WORKING DAYS BEFORE YOU DIG The private emineer signing, these plans is responible for owing the occuraq and aoccepfai ikly of the design hereon. in the event of dr'screpemes arrsiw offer pAT countyy approve or during construction, the pm, fe enq+neer shot! be responsible for defermini N on occeptoble solution and revising fhe plans for approval by the county. DES RECOMMENDED FOR APPROVAL DATE APPR. DATE CHECKED BY REVISIONS COUNTY DATE SEAL COUNTY FESSIO41� OT�i �Fti aJ �� - Z L� Z rn Q N0.3395O o * EV). E-30-02 ' OF CAVI. SEAL ENGINEER - - - - SURVEY PROPERTY -------- - X60 ' LINE _ 17 -` - --- --- r - - TAPER NEW ROADWAY TO MEET EXISTING Q W ---- - ZJJ _0 o QH U00cc N O z z Q Oa_ Ua =z �F-W flQ Op Z_jpQ 0Q O _j r\M C9 O F- o O O cr F- C� o Q (` V) Z 00 0 w V Z -Rt 0 0 QZOW 0 O+ aZ0 F- aWUm - co w0Um BO 120 ==�E 1=40NON-COUNTY MAINTAINED APPROVED,/bY 2 0 9 Y --------------- - ---- - r - - - -� DATE s �� - ;----?- ; ; ;--�------ ---�-�--Mi--i--r- '--:- ;__, _; _ I IIII � _ III I IIII1I I _ I, ' ' I I I I 1y, ��I ,-1 I I' I�J.{(-_L__J___L� .fit --___L_ r)414, U 4F R SI E -DEPARTMENT OF TRANSPORTATION _ T ,{ r-' Lj�-/J, L • L• _ L-•--� I I -T- 4- _2'4 EXP. o _ --�__•�R.C.E. N0. }-+ ; PREPARED UNDER THE SUPERVISION OF: S 6 98 -' VI;L�,!#�'�� �'I?t'yW/a`t'_�t,'- SR r - - - - --9 ; g No. +48M DATE ■_ I (ExVWES 3-31-02) • SCALE AS SHOWN BENCHMARK Cl 1\. �P BRAD EY D. MCMILLON DATE SEE SHEET 1 CAt�F R.C.E. NO. 44856 EXP. DATE 3-31-02 4-1-98 160 ROAD COUNTY OF RIVERSIDE SHEET NO, STREET IMPROVEMENT PLANS 2 SCHEDULE H PARCEL MAP 26961 OF 4 SHTS. VINO WAY FILE No. r STATION: 7+00.00 - 18+03.81 FOR W,0. 913- M M Curve Length = 400.00 O - 0 - O -- u7 to ^ n O M �n 14 to Ur] M N M 0 r-------------------------------------------------------------------------------------------------,-------------------------------------------------•--------------------------------------------------•------------------- --- 91 -- --------- �---------------'-- 00 --- ----- ------ -------- 0-------- �----------------- UD-------- �- - �----------------------------------------------------------------- ------------------------------------------------- (5 tr) Il)^ Or tr) OQ; Ln 0� Ina} 0 0� Ln 0' �n� 0 LnN O� sn� Oo L0.0 1, o 00 N0 00 ^O 00 NO tnr I\� 0 NN �N ^N ON NN d M ♦ ♦ to ♦ fill ♦ ♦ it + N N N r N tq M r M r M� M r "It 'V qq- Ilt � 1.0�- Q W Q w Q W a W Q W Q W a W QLLJ W Q W Q W Q W Q w Q W Q W Q W Q W W F- _I I- J J f- J F _l I- .J t- J F- J > J F' J J J r J F- J J F- J H J > J , V) W in W V) W V) W V) W (f) W N W V) W IL W V) W V) W V) w V) w 0 W V) W V) W V) W CL W r-------------------------------------------------r---------------------------------------------------------- ---------------------------------------------------------- ------------- - ------------------- ----------------------------------- ------------------------------------------------- -- -------------------------------------------------- ---------------------- vp T r> J 0 r � ---------------------------------------------------------------------- ------- ---------------------- ------------------ ------ -�--- -------------------------------------------------- ----- � -O 1 IO ---------------------------------------- 1129 >or-------------------------------------------------I O N tM0 > $ O J n N n o C6 4m 4 - - ------ ----------- -- - ----- - -- ------ -------- - -- --- --- - Curve _Len th - - 514,00 0 - Q - - _ - -- ------------�-------------------------------------------------------------------------------------------- --- - O + 00 9 ' M vJ I 0 0 0 9 00 OOM b r � I 9 O O a a a W W W 000 # .tet I r C3 , N J 1-- 1 J 'fir �, /,- �J - r i --n- -r- -- 00O�ONNr-Nto r- V) V1W V)W UW / 9 1385.00 W cQ cQM (Q co co > J I - OfOMOM+MOPill O d --== O� O / 380.00 � --- - --- -- ---- - ----------------------------------------------------------------------------------------------- ------------------------- 1375.00 t- -I> J f-- J� J � +j> J PROP. SURFACE ®C.L. NwawV)wQ_wtow0_w I r 1370.00 �-------------- ; --- ------ = -- - -- -- ---- --- --- -- -- ---- --- ---- ------------------------------------------------------------------------------------------------------------ - 1365.00 - o I r t` Exist. - C.M.L. C. Water Main 1 ------------------------------------------------ ------------- --- - -- ---- - °'=- - - E - - - - --- ------------------ - --- -- 360.00 � -- --- - - -- - - - -- - -- -- - - --- ----- - - ---- -- ---- - ---- ---- --- ------------------------------------------------------------------------------------------------------------------------------- I 2.00 % �s �� 1355.00 , J 0 --------------------------- --- - - -- -- - - -- ---- 1350.00------------------------�------------�----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- ------------------------------------- i 1345.00 ' 1340.00 '____________________________!_________________________1__________ 1-------------------------- __________J____________L___________J------------ L ------------------------ ,------------ J------------------------------------- ------ ' - - - - -- - - 1335.00 1330.00 , I � I I :L Ir a 330 00 --- J ----------- -L ----------- J -------------L ----------------- -------, , ,. , , 1325, 00 1 ---------------------------------------------------- -- 320 00 - - 1315.00 1310.00 ----------------- --- 3 I I I I I I I , �� O.00 L_________________________________________________l________________________________________________J_________________________________________________!_________________________J_______________________1____________________________________J____________L___________J____________L________________________l___________!____________________________________J_____________________________________________________________LL_________________________________________________L_________________________________________________� 1305.00 ---------------------------------------------------------------------------------------------------------------------------------i---------------------------------------------------------------------------------- ------------ ---------------------------------------------------------------------- ----------------------------------------------------------------- 0 0 o O o 0 0 0 0 0 0 O O o 0 0 0 0 0 0 0 0 o O r- 0+0 rn O± c+v I i Ln c+a r- m Underground Service Alert -�; •ll: TOLL FREI :11 422 ITWO WORKING DAYS BEFORE YOU DIG PROFILE SCALE: 1'=40' (HORIZ.) 1'=20' (VERT.) 1385.00 1380.00 1375.00 1370,00 1365.00 1360.00 1355.00 1350.00 1345.00 1340.00 1335.00 1330.00 1325.00 1320.00 1315.00 1310.00 1305.00 CONSTRUCTION NOTES f -CONSTRUCT 0.'--3-;3' CLASS II AGG. BASE MATERIAL I I 2 CONS`F,RUCT ROADWAY FXCAVO TION PER ROAD P AND SECTION I . i� 2 Ob t VO Q-1 ��- o z Il o I P I , ,¢,P � w �. _' - 0 20 44 80 120 -tDGE OF NEW, -24' _--- _ to 16A " I o MOE_JMPR-O4ED ROAD 2 ---- - - _ - O�) as = 0 EXISTING _- - - ' o E5GE , ;x . " E ' C L CONSTR�TION -- I l Gb� - Ir�,�Yj �� r---�--- -�- 10 + 00.00 GL��,R.O.W.;� I o r � r-- -- - --- - N 1`00'50" ------- t= ------ '- -----i---- PATAGONIA COUNT = I 0 E 562.06' 13 ^' 14 15 I 15 + 03.83 C.L.;14.O.W. I - N 3_30'50" E 1' - 1_4 - ---- - --� -- ----- ---_ � R LIr,VINO WAY rEXIST. TE E) "K.H. --3-_-p ) H2O '0 C C N 00, rn m,' /I --- v= I A -TAG ---- ----- - r- �- -- rn , Q Lo - 7g< -----C.L fT $s �jgo £ � E ECE --�' �_ --------- � CD + CURVE TABLE --- -_----------_- -- ---- --- o CURVE DELTA RADIUS AR II C1 218'38'12" 38.00 145,01 \/ ------------ C2 19`19'06" 130.00 4 3.83 -- --- 0000, - v 130 00 3 I - C3 19 19 06 83 I _ IYJJ - -SCALE:--1'``40" NON -COUNTY MAINTAINED ROAD _ -"- - � - APPROVED B S Za - - - - RECOMMENDED FOR SEAL COUNTY SEAL ENGINEER - DATE 4 __r ; - -, - '__'__I__;__ ' ; * y- *_,- SHEET NO. I I I I , APPROVAL o L - - JCOUNTY OF RIVERSIDE STREET IMPROVEMENT PLANS n!'U�FtSStp�9 (,0"j_11FE__S1S/0 CO F RIVE E -DEPARTMENT OF TRANSPORTATION - - ------- - - SCHEDULE H/ �,`�C`�+33 9 5 L. 7 a1 --;'�I�fGl' -_ J�id3G' Af�FiE�Tf }y23 "� oR.G.E NO EXP. DATE FNX,-,a,_:�n����rA_ww<rSiJ_RI�w�_,r_�4qPARCEL MAP 26961 4 PREPARED UNDER THE SUPERVISION OF: � � L - L ! - I _ __� � OF SHTS. Y�,a.85c T DATES 6 6 The private sneer signing these plans is responible for assuringthe. accuracy DATE N o. 33 950 �- 1 = = J J_ _ -J_ _ ;-- ,-- -; _-� * tXP- 6-. `�-uL * ` (EXPIRES 3-3t-42) . J PATAGONIA COURT FILE NO. and acceplobd y of the design hereon. in the event of discrepmes arsing offer CHECKED BY �. Q SCALE BENCHMARK I DATE APPR. DATE �� `l'r �� AS SHOWN STATION: 10+00 - 15+61.41 countyy appro>Ao or during construction, the prWe emineer shall be responsible _11 C i v � \ �' q � for aletermrning on acceptable solution and revising the plans for approwl by ENGINEER REVISIONS COUNTY PATE FOF `ti �f �Iv'` � BRA LEY D. McMILLON DATE SEE SHEET I FOR W.O. the county. DESIGNED BY DRAWN BY CHECKED BY CAt � CALIF R.C.E. NO. 44856 EXP. DATE 3-31-02 4/1/98 9/3-P1 M -r------------------------------------------- - r - - - - - - --- --------------------------------------------------------------- I ' I i r_ - ---- --- - r----- - -- r- - - - - - - - -- --------------------------------------- ----------------------- r I I ' ________________________________r__________________________ ________________________________________________ , 1 , r____________________________________________T_.________ ' ' ____T_________________________________________________T_____ ' i I ' i ' I ' ____________________ ____ I _____________________________________________ ___________________________________________________________________ 1_______________________________________________ r T___________ _,____________________________________________T________________ 1 '_______________________________________________ r___________� 0 N O 00 qq V N O(0 O 0________________________________________________________________--_____T_______________________________________________-_f__________-________________________.__ ' I ' '____________________________________ 6 0 ______ ______ _ _______ di -------� j______ ________..-.R______ ------ --------------------------- _____ ____-_________-______ __ _______ r________ ,_______________________ ' N 1385 ofl ----------------- N M M I M M M M +� tM 13s500 °' >--------------------------------- --------------------------------------------------------------------------------------------- - 13so,0o W Q L j — +� i,j-------st > Q -------- --------- -------------------------------------------------- - ----------------------------------------- > r 13$Q.Ofl-------------------------------------------------W J ¢ w a w ------------------------------------------------------------------------------------ - --- -- F— J J F— J 1— J F— J F— J t1) W 1— J 1375 Qfl U) W W W -------------------------------- ' (i W (� W Va W to W (/� W � I 1 ��------------------------------------------------- 1370.00 --------------- - 1375.00 ---------------------------- -------- I I ' 1370.Ofl - - - ------------------------ - -- --- ; 1365 00 r I i --------------------------------------------- - 1360.00 1365.00 !--------------------------------------- ----------------------------------------- -------- ----------------------------------------- 1360, 00 r--------------- - -- -- ------ -- -------,---------------------------------------------------------- ----------- 13 55.00 I I ' 1355.00 ; I --------------------------------------------= ----------------------------------- ----------------------- ------------------------ 1.59� --------------------------------------------------�------------------------------- 1345.00 o j I I I 1340.00 1345.x0 -- --- ---------------------------------------- ------------------ --------------------------------------------------------------------TL--------------------------------------- ---= J' -------- - - - -- -- I � < 9 ---------------F A -A <<�'9 <1335.00 d______-_____ ________ ______ ___ 1340 00 -------------- --- --- --- - ---- J ---- - -- - - <' F` J I , I , J� 9 L s9 L G I ' I G> x x k x Q------------------------------------------------------------------------- 1330.00 1335.00----------------------------------------------------------------------- ---------- ----- - - y k -- --------------------------------- k - �� - 7 ,0 �� p �� �O1325.00 1330.00 ------- --------- ; ----------- --- ---------- - - --- ------- ------------------------- �pp ��'pp}pp �?�pp�pp 1325.00 I ' .� '� � J .�------------------------------------------------------------------------------------------------------------------------------ -------------------------------- 132Q 00 I I ' ' 1320.00 ----- — p --------------- - - �- -- -- - J S ' J � I J _J_____ _ ___ I , � 1315.00 1315.00 ----------------------------------------- - - - - ---- -- - -- ----' -- �- - - - - i- -- + ! 1310 00 II I ---------------------- 1310.00 1305.00 ------------d-------------------------------------------------; ------------------------------------------------- , 1305.00----------------------------------------------------------------------J-------------------------------------------------a--------------- ' ----------------------------------------------------------------------------------------------------- o 0 0 0 o 0 0 J----------------------- 0 0 0 --------------------------0 0 0 0 0 0 O O+ + + N M + + + r+ O � cfl PROFILE SCALE 1'=40' (HORIZ.) 1'=20' (VERT.) O z a J CONSTRUCTION NOTES W_ ` '�6� } I' N Q O CONSTRUCT 0.33' CLASS II AGG. BASE MATERIAL ��I`0-0 O CONSTRUCT ROADWAY EXCAVATION PER ROAD PLAN AND SECTION �', } /� f LA_ Z � °� I } Z Z W O } W W M \ i I O _ } Uj O o - -- - } 4i 0 DOS ZRo + L J — — — — — — — — — --- 77, 77 __--------% .Mi Dr^v' C 7+ 0 _ _ 8+00 -� N 32'343'• E 9t afl _ _ +, h a i', ,ell - ----- -- --'-r\ ' 01 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — \ LP } f BUENOS -WAYrn C �� Q) yf z r*� T }� I 1}�m {gym. Underground Service Alert I pp`,� — - Call. TOLL FREE 1 c ------------- f 1-800 -PLAND -- --- �.-. } I I < rn 0 20 40 80 020 160 �. �� �,� �A� I TAI N E Q" �� � � I � T� M A1�N 422— 4133 = N COIN SC LES 1-=46' TWO WORKING DAYS BEFORE YOU DIG ---- --- - --- - - - - -- - - -------------------------- SEE N 4 APPROVE BY DATE a 9 ; -; -- - ' - - - - -- -- -- ' - - COUNTY RIVERSIDE SHEET RECOMMENDED FOR SEAL COUNTY SEAL ENGINEER / s A r _ _ _ _ _ APPROVAL - - - - ;JM Pff Jf__ STREET IMPROVEMENT PLANS L , G- PSE r - - - --- -- v'`" C TY OF R IDE—DEPARTMENT OF TRANSPORTATION SCHEDULE H 'TOO 0Tzr� A�Z��E t�oi�^ R.C.E. NO. 3�� S a EXP. DATE G 3° ° 2-� + ,__� - L PARCEL MAP 26961 1 11 VI LAQl1AR Ea T I G�IY41r1a�_ �� _C _6_,_ __ OF SHTS. PREPARED UNDER THE SUPERVISION OF: S 6 98 ._ a J a J J � J r ('� w z m �' N0. 4�$rJ6 n DATE ■_ ' '_ --r-T--r - r- r- I _E _J__r_J__a_J_ r I r __a_J__ NO. (� 4 _ I I � I � I I I �-�-•--L-1--'--a--'--�--'--�-;--. , a,.,-a-�--a-�--L-�--�-�--�-� WAY FILE DATE d s�o. 339F0 -L- L -J L- -� BUENOS E N 'O S V Y F The private eng+, signing these plans is responible for assuring the occerrocy * _� EXR 30 02 <ExPrtz£s a -a, -oz) ` SCALE BENCHMARK STATION: 7+00 10+04 and acceptabrlit of the desrgn hereon. m the event of discrepencAes arising after CHECKED BY , - AS SHOWN y DATE APPR. DATE C; V �L sr FOR W.O. and oy ap t abikloyd or during construction, the private freer shtttl be responsible �` �T£ c v a L BRA E Y D. M c M I L L ON DATE SEE SHEET 1 for determining on occepfo* solution and revising the plans for approval' by ENGINEER REVISIONS COUNTY DATE `,f cit+� CAL. R.C.E. NO. 44856 EXP. DATE 3-31-02 4-1 —98 the county. DESIGNED BY DRAWN BY CHECKED BY 139 p