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936 N - TR 30002 6/30/2006 Street Improvement Plans McCall Blvd McCall Blvd
.GENERAL NOTES MCCALL BOULEVARD 1. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER OR CONTRACTOR TO APPLY TO ETHANAC ROAD THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT, PERMIT SECTION, FOR AN ENCROACHMENT STA : 74 PERMIT FOR ALL WORK PERFORMED WITHIN PUBLIC RIGHT-OF-WAY, DEDICATED AND ACCEPTED FOR PUBLIC USE; AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR ALL CURRENT 54+10. 72 78+39064 ENVIRONMENTAL REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THIS PROJECT. ADDITIONAL STUDIES AND/OR PERMITS MAY BE REQUIRED. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA STREET IMPROVEMENT 215 AND RELOCATION COSTS OF ALL EXISTING UTILITIES. PERMITEE MUST INFORM COUNTY OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION. (909-955-6885) COUMY OF RIVERSIDE, CALIFORNIA �o 3. THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO COUNTY STANDARD No. 816. 13OULEVARD 2.00' MIN. 2.00' MIN. - 4. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO NOTIFY THE ENGINEER TO INSTALL STREET L OR AS OR AS CENTERLINE MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE No. 461. REQUIRED REQUIRED �' I MGG 5. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT IMP?OVEMENT STANDARDS AND SPECIFICATIONS, LATEST EDITION, COUNTY N Q o Z / ORDINANCE 461 AND SUBSEQUENT A',1ENDMENTS. SfTE 6. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS SHALL BE TAKEN AFTER ROUGH o . z / _ z �/ IWO GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. USE STANDARD N0. 401 W � IF EXPANSIVE SOILS ARE ENCOUNTERED. 7. ALL UNDERGROUND FACILITIES WITH LATERALS SHALL BE IN PLACE PRIOR TO PAVING THE STREET, Z Z Q o / INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS, AND EXISTING Q Y =, a o STORM DRAINS. PAVEMENT 8. CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND CONSTRUCTED - o o Z3 in � NEW 001 / wctfff �� ACCORDING TO COUNTY STANDARD NO. 206 AND/OR NO. 207, AS DIRECTED IN THE FIELD. -- - - _ -_ v oN W v� PAVEMENT - - --- - / NOT TO SCALE 9. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED LESS THAN FOURTEEN DAYS FOLLOWING - - - - ---- _ - / T5S, RX SEC 23 PLACEMENT OF THE ASPHALT SURFACING. FOG SEAL AND PAINT BINDER SHALL BE APPLIED . AT A RATE OF 0.05 AND 0.03 GALLON PER SQUARE YARD RESPECTIVELY. ASPHALTIC EMULSION SHALL CONFORM TO SECTION 37, 39 AND 94 OF THE STATE STANDARD SPECIFICATIONS. A.C. OVERLAY / / ULT. R/W 152' R/W 10. STREET LIGHTS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROVED STREET LIGHTING 0.10' MIN. 55' 76' PLAN. //� _ 55' 21' 11. AS DETERMINED BY THE TRANSPORTATION DIRECTOR, THE DEVELOPER IS RESPONSIBLE AS A / / - /' 3 VARIES 20'-38' 50' 3 LOT A LANDSCAPE MINIMUM FOR ROAD IMPROVEMENTS TO CENTERLINE, AND MAY BE REQUIRED TO RECONSTRUCT 13 OVERLAY DETAIL / / // / 2' MIN. OVER*,AY * EASEMENT EXISTING PAVEMENT, INCLUDING BASE, AND MATCHING OVERLAY REQUIRED TO MEET THE 2 MIN. OVERLAY AT / / / j cD STRUCTURAL STANDARDS FOR THE CURRENT ASSIGNED TRAFFIC INDEX. ALL SAWCUT JOINTS ,/ � /' c EXISTING PAVEMENT v z v? VARIES '� / I Q10=0.9 CFS x 3� 3 W 3 12. ONLY LANDSCAPING CONSISTING OF GRASS AND PARKWAY TREES MAY BE INSTALLED WITHIN �� W a aSEE SECTIONS 0-3.61% 1 1 M PARKWAYS ON LOCAL RESIDENTIAL STREETS WITHOUT SEPARATE LANDSCAPE PLANS. ALL OTHER / ��j / ' y Q 100=1.3 CFS j -- - _ SEE SECTION 2 �- 2 TYPES OF LANDSCAPING IN THESE AREAS, AND ALL LANDSCAPING ON ALL OTHER STREETS / �( Q� --- - -____ . SHALL REQUIRE SEPARATE LANDSCAPE PLANS. ALL LANDSCAPING ENCROACHMENTS SHALL M'QI' CONFORM TO RIVERSIDE COUNTY "STANDARDS RELATING TO THE ADMINISTRATION OF LANDSCAPE ! EXIST A.C. J@REPLACE 1 1 ENCROACHMENTS EXIST A.C DATED JUNE, 1990. G)� / ' / �Q DIKE AC PAVING 7 48. 2 COMPACTED SUBGRADE *SAWCUT AT CL WHERE 13. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR DEVELOPER TO INSTALL AND MAINTAIN rr P� STD. 100 THERE IS NO MEDIAN ALL CONSTRUCTION REGULATORY, GUIDE AND WARNING SIGNS WITHIN THE PROJECT LIMITS AND Z I'll " ,C / !Z CONSTRUCT 0.46' A.C. OVER 0.63' A.B. OR AT NE SIDE OF MEDIAN ITS SURROUNDINGS TO PROVIDE SAFE PASSAGE FOR THE TRAVELING PUBLIC AND WORKERS . .-8.5 R=47 UNTIL THE FINAL COMPLETION AND ACCEPTANCE OF THE PROJECT BY THE COUNTY. / / Q 1D= CFS I TI _ 14. ANY PRIVATE DRAINAGE FACILITIES SHOWN ON THESE PLANS ARE FOR INFORMATION ONLY. BY j �/� Q1 =1.0 FS McCALL BOULEVARD SIGNING THESE IMPROVEMENT PLANS, NO REVIEW OR APPROVrAL OF THOSE PRIVATE FACILITIES / Q STA. 63+50 TO STA. 74+89.34 ARE IMPLIED OR INTENDED BY RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT. / \ ct 15. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ADDITIONAL SIGNS AND / 145 , I ULT. R/W 152' R/W MARKINGS NOT INCLUDED /N THE SIGNING AND STRIPING PLAN WITHIN THE PROJECT AREAS, OR ON ROADWAYS ADJACENT TO THE PROJECT BOUNDARIES, UPON THE REQUEST OF THE DIRECTOR / / 144 I Z 38'STO STA. 62+00 55' 76 21' OF TRANSPORTATION OR HIS DESIGNEE TO IMPROVE TRAFFIC SAFETY ON THE ROADS UNDER VARIES 20/ / -38 50 3 LOT A LANDSCAPE THE JURISDICTION OF THR DEVELOPER. / � " 14,3 4 Q 3 EASEMENT 16. EXISTING STORM DRAIN PIPES/ CULVERTS (WHETHER TO BE CONNECTED TO, EXTENDED, ADJUSTED, / / /� / 5 2' MIN. OVER LAY DRAINED TO, OR JUST IN THE PROJECT VICINITY) MUST BE REPAIRED, AND/ OR CLEANED TO MAKE V STING HOSPITAL // 142 / c c� 11 c PX THEM FUNCTIONAL AND ACCEPTABLE AS DIRECTED BY THE TRANSPORTATION DEPARTMENT. // �' / x EXISTING PAVEMENT v z 3 j 1 '�' 3 M PM 2437� / ", � �� 141 6 v � I 3 Q o-8.61% 2 2. 17. PRIME COAT IS REQUIRED PRIOR TO PAVING ON ALL GRADES IN EXCESS OF TEN PERCENT. / , b, .� " EXISTING C&G SEE SECTIONS 18. INSTALL STREET TREES IN ACCORDANCE WITH ORDINANCE No. 460 AND 499. / 140 7 I- >--_ __ _______-_- - 19. o. CONSTRUCTION PROJECTS DISTURBING MORE THAN ONE ACRE MUST OBTAIN A NATIONAL POLLUTANT / ///�/ / - " - 1 / / \' 8 i �1 REPAACE DISCHARGE ELEMINATION SYSTEM (NPDES) PERMIT. OWNERS/DEVELOPERS ARE REQUIRED TO FILE A 139 QO EXIST A.C. DIKE vAC PAVING 7 7 8 NOTICE OF INTENT N01 WITH THE STATE WATER RESOURCES CONTROL BOARD SWRCB . PREPARE A / /� .� '� '`/ STA. 62+00 & UP ( ) ( ) 138 � �- EXIST A.C. SAWCUT AT CL WHERE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND MONITORING PLAN FOR THE SITE. <' / / / / 9 COMPACTED SUBGRADE Q 10=3. CFS / STD. 100 THERE IS NO MEDIAN b. PRIOR TO ANY CONSTRUCTION, THE DEVELOPER SHALL PROVIDE THE COUNTY / ! =5.2 / CONSTRUCT 0.46' A.C. OVER 0.63' A.B. OR 8' LEFT FOR MEDIAN WITH A COPY OF THE (NOI) WITH A VALID WDID NUMBER. / I J 7 0 10 T.I.=8.5 R=65 70 McCALL BOULEVARD TION EN 1 1 / ,% STA. 55+00 TO STA. 63+50 AND STA. 71+50 TO STA. 77+00 �j BASI N / �' CONSTRUCTION NOTES QUANTI Tl ES 754 al - CONSTRUCT 0.46' A.C. OVER 0.63' CLASS II AGGREGATE BASE . . . . . . . . . . . . . . . . . . 98,051 S.F. �. 3,646 TONS AC, 4,706 TONS BASE �•--'° j 136 / 2a- CONSTRUCT CURB AND GUTTER PER COUNTY OF RIVERSIDE STD. NO. 201 TYPE A-8 (8" C.F.). . . . . . . . . . . . 1,524 L.F. LEND 3 CONSTRUCT SIDEWALK PER COUNTY OF RIVERSIDE STD. NO. 400. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11,405 S.F. 1.P. IDENTICAL POINT I ----�- 2 / / �/ Q70\ 1,35 153 CONSTRUCT 10' WIDE CROSS GUTTER AND APPLICABLE SPANDREL PER RCTU N0. 209 & 209A 2,344 S.F. B.C. BEGINNING OF CURVE S H E� / /n1 � ..- ::`. / ��, �C p � E.C. END OF CURVE 1� CONSTRUCT A.C. DRIVEWAY PER COUNTY OF RIVERSIDE STD. N0. 206 1 EA. C.F. CURB FACE ' CONSTRUCT 5' WIDE AC SWALE 0 2% MIN. SLOPE W/2% CROSS SLOPE . . . . . . . . . . . . . . . . . . . . . . 1 EA. C.P. CENTER POINT i = 134 62 ��• � To- 200 WATT, 22000 LUMENS, HIGH PRESSURE SODIUM STREET LIGHT . . . . - . . . - - - . . . . . . - - . . 5 EA. L.P. LOW POINTH.P. HIGH POINT 61 - - o GRAPHIC SCALE 8 CONSTRUCT 6" A.C. DIKE PER COUNTY OF RIVERSIDE STD. NO. 212. . . . . . . . . . . . . . . . . . . . . . 601 L.F. B.V.C. BEGINNING OF VERTICAL CURVE 169 Op 3 ` 1� 0 50 �� 200 30' 9 CONSTRUCT (2) 4" PVC SLEEVE FOR IRRIGATION . . . . . . . . . . . . . . . . . . . . . . . . 2 EA. M.V.C. MIDDLE OF VERTICAL CURVE DETENTION/ _ 64 � REMOVE 12- CMP CULVERT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 30 L.F. E.V.C. END OF VERTICAL CURVE BASIN ( IN FEET ) �- CONSTRUCT (8" CF) TYPE D CURB PER COUNTY OF RIVERSIDE STD. NO. 204 . . . . . . . . . . . . . . . . . . . . . . 1,554 L.F. M.O.C. MIDDLE OF CURVE T.C. TOP OF CURB V 65 l inch = 100 ft. �- REMOVE A.C. PAVEMENT . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . .46,082 S.F. F.S. FINISH SURFACE � ' � SAWCUT, JOIN & OVERLAY EXISTING PAVEMENT PER DETAIL HEREON . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2,270 L.F. F.L. FLOW LINE 60 �- INDEX MAP SCALE: 1"=100' 200 WATT, 22000 LUMENS, HIGH PRESSURE SODIUM STREET LIGHT. . . . . . . . . . . . . . . . . . . . . . . . . . . - - . 5 EA. P.C.C. POINT OF COMPOUND CURVATURE i PER COUNTY OF RIVERSIDE STD. 1001 B.C.R. BEGINNING OF CURB RETURN 74 E.C.R. END OF CURB RETURN 75 'S+ NOTES SHEET MEEX E.G. EDGE OF GUTTER ��l f �'r 1 2 % 5 9 f PROPOSED STOP SIGN CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE SHEET 1...................TITLE SHEET CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL SHEET 2-4............STREET PLANS ♦ PROPOSED STREET NAME SIGN TRACT BOUNDARY 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 SHEET 5-7............50 SECTIONS PROPOSED STREET LIGHT s HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, EXISTING STREET LIGHT /� r-� ('' ;� IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY a T I^1 .JJJ J ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. NOTE• PROPOSED CURB AND GUTTER d �' E � " THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE A CASH DEPOSIT IN THE AMOUNT OF $163,888.99 HAS BEEN DEPOSITED PROPOSED STORM DRAIN o 0 o Underground A �iANT� R PLANS ARE OBTAINED BY A DILIGENT SEARCH OF AVAILABLE RECORDS. THE CONTRACTOR /S REQUIRED WITH THE COUNTY OF RIVERSIDE IN ACCOUNT # 20000-3130100000-230106 SLOPE 2:1 MAX. CD ti Service Alert RICHMOND AMERICAN HOMES T ENGEN Corporation TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR ( ) Call: TOLL FREE ROBERT J. LUNG AND ASSOCIATES STRUCTURES NOT SHOWN ON THESE PLANS AND IS RESPONSIBLE FOR THE PROTECTION OF, ANY FOR FUTURE CONSTRUCTION OF RAISED MEDIAN AND LANDSCAPING FROM 162 LOT NUMBER a 41607 ENTERPRISE CIRCLE NORTH, SUITE 1 DAMAGE TO THESE LINES OR STRUCTURES. THE CONTRACTOR SHALL CALL UNDERGROUND SERVICE ALERT d 1-800 16845 VON KARMAN, SUITE 100 STA. 64+38t TO STA. 74+22.64, AND CURB & GUTTER, A.C. AND SIDEWALK N 227-2600 IRVINE, CA. 92606 2832 WALNUT AVENUE, SUITE E TEMECULA, CA. 92509 (USA) AT 1-800-277-2600 AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION IN ORDER TO NEW A.C. PAVEMENT (949) 756-7373 TUSTIN CA. 92680 (909) 296-2230 DETERMINE ACTUAL FIELD LOCATIONS OF EXISTING UTILITIES. ON McCALL BLVD. FROM STA. 74+22.64 TO STA. 75+01.90. 6 M woraaNc arrs effM You ac (949) 757-4333 (714) 823-2077 (909) 296-2237 A.C. PAVEMENT REMOVAL � J J a U SEAL-COUNTY COUNTY OF RIVERSIDE SEAL PREPARED BY: BENCHMAI DATUM* TR 30002 I P# 020173 SHEET No. K NOTE- WORK CONTAINED WITHIN THESE PLANS SHALL NOT TRANSPORTATION DEPARTMENTI RNERSIDE COUNTY BENCHMARK a COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING p � APPROVED BY: -�,�9 HE � ADAMS • STREETER M-13-1-63, RESET 1975, SOUTHWEST OF THE "T' INTERSECTION OF COUNTY OF RIVERSIDE PERMIT HAS BEEN ISSUED. � o A. 0 x� OPN RCG� civL ENGINEERS, w. MENIFEE ROAD AND GRAND AVENUE, 1,10' SOUTH OF THE NORTHEAST STREET IMPROVEMENT PLANS 1 �QC.D Q c^ CORNER, SECTION 26, T5S, R3W, 41 WEST OF THE CENTERLINE OF a No. C55141 N w �k�`CA 9me MENIFEE ROAD, 7.5' NORTHWEST OF P.P. #3122305. SET A BRASS CALL BOULEVARD E THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE No. 33950 PhOO 474-2M F x"474-M 1 FOR ASSURING THE ACCURACY AND ACCEPIIBILITY OF THE DESIGN Exp. 6/30/06 ed Z V d Exp. 6/30/06 DISK IN THE TOP OF A 9" CONCRETE POST, FLUSH. v HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL �Q 9 TITLE SHEET OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE q CIVIC. �Q HAL OTHDATE: `�q� CIVIL d ELEVATION 1498.662 OF SHM o RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND �qr � CALF SCHEDULE A N Gam_ �00' � Orb o+ AIDA H. HE CULES4 DATE REVISING THE PLANS FOR APPROVAL BY THE COUNTY. DME BY MARK APPR. DATE SCALE: REVISIONS RCE No. C 5141 EXP. 6/30/06 FOR: I've. IRZ � � p ppTM RECOMMENDED BY WILLDAN DATE: HOR: 1 =100 VERT. N/A - - - _ , { - - - -t t t t - _ - T --:- 7 T - f - -- - { + r -_ -fits rt --- - - -._ � -- I 1 I tLO - - - - - �- ~ate - r - - - # - T LL _ ll -_t= - I N fT } - _ « I - t- +_ . _ c.f r-, ........ -- - - - - - - - - - -- - __ _ _ _ _ - - - _ - 1. :�- a _ - -- -- - _ 1 - - { i t rn I"� �' �.6 O o 1 1 { (> _ Q e•- D o H - _(� {{ 00 - - - --~ Er- ED o- --- - _ ---- - - .._... - -� - $ !. m N3 O - i - -- - - -- _ ux --- ----- - ------ -- - -- Pz fo - ----- - - - ---- -- - - sa - - - - - - - �- t ! O 1f7 © - -- - ....... 7 ---._ .. _ -- 15519. 11 - Q - - - - - ------- _ - - - - - - -- ---_ __ - - - _ _ _ P -_ELEV ---_ © t> _ vi # cQ - -- --- -} _ -- h a ~• sn- --- --- - - - -- -- - - - - -- - { -- - - �J1 fl- vi _ _ - aA TC 55T of - rn r r cv - - a t no - - Z - - - - uc a� T - 1 . ! t- t0 3 p + _- - P�_.STA.._5 ..-t! - - --- �- o / �� o rn � o N PA ELEV 1 52 63 : . LO f_ _ o - - - -_ _ - - a - ,rs c� a : cfl_ , zrr - LO - - - - - - - - - -- �r -- __ - -- - !/ +w FtS TOP CURB - 'o o Ir- �. r c� �n " �`�i : t W - - -- - ,. --- - - _ -- - - -- - - -- - - - _ ---- _... - - --- - -- -- -- ---- ------ ---= -- -- sa - -_ __ _ - - s T4 + -_ d rn cy + w {{ t ¢ ,n � i V c� -I - V _ h _ to p - _. . ---- --- ---- - - - - 1 -- _ --- - - -- LJ + ! V , C'4 Ano - LCnD 6 I , -I - { d � to � _... h - r� - - - - - - - - -_ +� - © ram _ , , I _ n t /. + : 1 lam- L� I t! t � `� � I F I I I _ .r _ -IT1 h � TOP OF ; rc - ---- - 71 - - I o (o I } - _ _ -- ---- A, _ I _ - Ail- --------------------_----_------------- ------ ----------- - - : - - _ 4 ti -- . - - - - - to f - - -- - -- : PROFILE SCALE. - - - - -- „, - - HOR/Z. 1 40 - - - - - _ - - -_ VERT. 1 4 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 Cn o + HIGH POINT ELEV = 1544.03 LOW POINT ELEV = 1543.30 v v, v00 o 00 + CA r HIGH POINT STA = 0+31.83 LOW POINT STA = 0+49.83 v v o ao o�? r �, 11 �, "EXISTING STRIPING TO BE PVI STA = 0+35.98 PVI STA = 0+45.98 cn o o + "" " + rn �-+ a REMOVED PER STRIPING PLANS cn cn rn oo m ` PVI ELEV = 1544.06 PVI ELEV = 1543.25 -A -1 w tp -i -i-i it N Qn �' n v -+ -� N 1} It °�° 11 n m c� A.D. = -8.88 A.D. = 9.17 rn co }} }} W n Un w v p -P oo m cn c� Cn Q" w o o K = 1.13 K = 1.09 W n y rn Cn Cl) Cn N ccn,, - , 10' VC 10' VC . ' - o . - � - wocn no o EXIST. R/W FOR McCALL BLVD. DEEDED TO THE COUNTY OF _ - m - - _ n 11 - - - +� oo rn rn RIVERSIDE PER INSTRUMENT NO. 67446, DATED JUNE 30, 1966. 0 11 12 � ►�� o�ca o ro - _ = 155 - -7777 0 +" _ - ---- - - LO - - -_ ... -- - - - -- - - - - - - - - 55 w - - - - - - - - T - - - - - 1 Lj 3 �1 • A PROP. 8" SEWER 57 00 r h,- $�0 0.76 - B 10 _ 11 X - -- L _ Q tv _ - 6 o R=1000.00' # EXIST. EOM' TOP OF 48 RC 1541.97 1542.77 FL STA. 0+25 98 12 13 _ W EL = 1442. 2 P - _ FL 15Ap 40 94.42�4 �- ►- 'l - - - g3.50' 3 CONSTRUCTION NOTES ; Z STA. 0+55.98 8 _ Un o _ _ - - - - f- l SLDPE GRADING, - _ 1 CONSTRUCT 0.31 A.C. OVER 1.25 CLASS Z AGGREGATE BASE Q_ Z 3 � N 10 & DRAINAGE 8 11 _ " R1W 60 �uw ¢ ��ESM T PER INST. _2004-0333453� - I 219.�4 to- CONSTRUCT CURB AND GUTTER PER COUNTY OF RIVERSIDE STD. NO. 201 TYPE A-8 (8" C.F.). R? Q Z -- RECORDED fly-05-04 >- I I_ � Z EXIST. R/W o CROs%. SECTION A A ) 3 W � 5 , o EXIST. WATERLINE 59 o- CONSTRUCT SIDEWALK PER COUNTY OF RIVERSIDE STD. NO. 400. `� v� w � o w o EX. DRAINAGE DITCH Q o - w TO REMAIN Sri o x " So- CONSTRUCT A.C. DRIVEWAY PER COUNTY OF RIVERSIDE STD. NO. 206 co Q m N o 1543.85 2 v ,,; '0 169 PROP. 8 SEWER o � ?? CO > c� o MATCH EX. N m ¢ Q SEWER ASEA+IEN T CONSTRUCT 5' WIDE AC SWALE ® 29. MIN. SLOPE W/29 CROSS SLOPE .� d Q oo `l CONSTRUCT 6" A.C. DIKE PER COUNTY OF RIVERSIDE STD. N0. 212. � m m + Z cov Z + ^ U z�`' ��' + o z ,n w + f� + �, n. L, ACCESS EASEMENT STA. 58+90.29 9 10 Q 2 to w go- CONSTRUCT (2) 4" PVC SLEEVE FOR IRRIGATION Q v L m `o fY m 0 1 ESS AND 3.0' COVER (MIN.) 10 REMOVE 12" CMP CULVERT (n N EGR SS EASEMENT o- CONSTRUCT (8" CF) TYPE D CURB PER COUNTY OF RIVERSIDE STD. NO. 204 12 543.19 PER PROP.LO (R30002 8" SD 12 REMOVE A.C. PAVEMENT 13 MATCH EX. s SAWCUT, JOIN & OVERLAY EXISTING PAVEMENT PER DETAIL ON SHT. 1 McCALL BOULEVARD a CURVE DATA C9 O DELTA RADIUS LENGTH TANGENT GRAPHIC SCALE 0 o Underground a Service Alert A OVERALL 12'18 00 185�.00 398.22 199.88 40 0 20 40 80 160 Call: TOLL FREE B OVERALL 35'5545" 1800.00 1128.75' 583.63' 1-800 u 0 227-2600 IN FEET TM WOMNc DAYS you w 1 inch = 40 ft. J J a SEAL-COUNTY COUNTY OF RIVERSIDE SEAL PREPARED BY: BENCHMARK DATUM: TR 30002 IP# 020173 SHEET NO ul NOTE- WORK CONTAINED WITHIN THESE PLANS SHALL NOT TRANSPORTATION DEPARTMENT QROFESS/ RIVERSIDE COUNTY BENCHMARK a COMMENCE UNTIL AN ENCROACHMENT PERMIT AND OR GRADING p gV � ��I APPROVED BY: 4, q� ADAMS • STFEETER M-13-1-63, RESET 1975, SOUTHWEST OF THE "r' INTERSECTION OF COUNTY OF RIVERSIDE PERMIT HAS BEEN ISSUED. � o A 0 ��`�P�'` ST�FFJ,F�c CML ENGINEERS, INC. MENIFEE ROAD AND GRAND AVENUE, 1�10' SOUTH OF THE NORTHEAST STREET IMPROVEMENT PLANS 2 rQ' cD CORNER SECTION 26 T5S R3W 41 WEST OF THE CENTERLINE OF o Y `" No. 25063 rn �Park t �`22306 MENIFEE ROAD, 7.5' NORTHWEST OF P.P. 3122305. SET A BRASS MCCALL BOULEVARD �I THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE No. 33950 Z Pi 474-2330 FVX"474-02M Cu CI FOR ASSURING THE ACCURACY AND ACCEPIIBILITY OF THE DESIGN Exp. 6/30/06 1 O ZO I(� �( �• 12�31�05 DISK IN THE TOP OF A 9" CONCRETE POST, FLUSH. vl 01 HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL KHALED OT DATE: J' C ` \�dde STA. 54+10.72 TO STA. 60+50.00 7 �,I OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE ` CIVI\- lq ��� • �S ' EVATION 1498.662 SHTS. RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND pA� BY �ARK I � �� 9�q� CANIL of 19 104 lF OF CA��F�� RA AL STREETER DATE SCALE: SCHEDULE A o REVISING THE PLANS FOR APPROVAL BY THE COUNTY. EIi011�EFR REVISIIONS O011�ln RECOMMENDED �BY WI LL DAN DATE: RCE No. 25083 EXP. 12/31/05 HOR• 1"=40" VERT: 1"=4' FOR. W.O. NNTMO �„ 3 -. - - - - - - . �.. = - - _ - : _ - --- - ----- --r - -- ---- --- - - - - - - � ---- - ------ - - --- 1 - ---- -- _ - + - - -- _- _ - - --- - -- - --- -_. -- --- - -...- -- --- -- ----- --- -------- - - : i # ME_ ra - . c- t # - r �_ , r . Tfl BY 0 RS _..-_ - ---- - - - - - .. .... - ---- -- -- ) - - -- - -- -- - - _ } J Fr, -- - - ! 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I I i . - --- -- _ ___- ---- -- - --- - -- _ _ -_ i _ _- I -- - - _ _1- - -- - -- - _ 1 fi f I j I t I �h - ,� - } _ I I I i .- - --- - _ -__ _ _- - __----- - _ - _ - _ - _ - . - - - -I - # - t . - I _ : : PfR DE THIS T: i E - ' - I i - --- --- - --- --- - -- _ - _ - _ ----------- ----- - - - - - -- - - - + =--- ----- - _- - - - - - i - - - - - -- - - . . -_ _ - - - - . - - - # _ ___ I - I L - -_ - -- i : - : - i --- - ---- - t--- - --:.: - -_ =-- --- ...:::: --- : -- - : - - - - _ - -=---- - - i --- -- - _ _ -_ -= - - -_ - - - - - i . - - -- -- -- - - - _ -- ----�------ --- -- -- - - -=- - - -- - _ -_ - -_ -- - -- - -+ - , O t - - _ -- - - - - - _ i -- - - - -- - - - - - - - - -- - - -- 4 _- - -I --___ _.... _. --.__ -_-�---_-_-_ -- _. .. - ___..- - - - --- __. _...__ _______- _.... .._ _.-_ ____ ------___- _ _..... ___.__ _-____- ____- _. ._..._.._. -_.._. _ _-......... ____- _ _.. ____- __--_- _-- -__ _ _... __ ___. ____-- - ____._ -_._--__ __.. . - -- _ ___._. _.__.- _ --_- __-__- --'-.__.. _ -- _- -_ ___ _. --__- ---_- ---_ ___ - -- _...... __ - ... __ _- .. ._ ....... --. 1 t # } I } I (0 � : I PROFILE SCALE.- - - , - - - -- - - _ - - t , } IBCOLEVA�6 - ( - _ Ii I HOR/Z. 1 40 - - } - 1 c L -- - I I - - --- _ __ -- - - - --- -- - -- - - -... - --- - --- --- -- I , r -- , ------ --1- -- - - -- - _, r _- - - ,. - - 1 . 1 r VER 7 1 =4 . 1 I - - - } � } VARIABLE VARIABLE VARIABLE 61+00 62+00 63+00 64+00 65+00 66+00 67+00 68+00 69+00 TYPE "A-6" OR "A-8" CURB AND GUTTER Lo c> ¢ �0 � t._ TO CURB FACP OF E CURB FACE TOP OF CUB -' V-^ o co to a) 00 0J w GRAPHIC SCALE GUTTER GUTTER ,*) 0 v= ��LO N o ►� tp v L) � 40 0 20 40 80 160 1-< I � m r'`r oa m tUl t°'n v6i 6 ao tD o b R 25' (MIN.) I - - - - - I R 35' (MIN.) 11 tt w tv II it w to to to to - � to - A9 A9 - - Co ►-f- Z °'C) m ►-1- w m to to U to � p 0 � � \-\ w. I ��// 00 -�-� o 00 co II II T to �n - H- ( IN FEET ) I 3 4 I + b -� +o + o- - OR it II o a o t i N 1r, 1 inch = 40 ft. I \ REBARS A7 JOINTS � // I o `. to ^P6 v G + G "i^ a + M o w of o II II oo N M M N I /\ A6 AND AT G.B. S 2, Q/4 / /\ p �I � a o M b o N rn � ( t i twr� t � 'n RIGHT OF WAYS \\ 4/3 1' 1, ///�/4 / � I W tp Ni 1� II + - af to r �- ~) •.,.,::. `Y / .11 w (O M r EXIST. R/W FOR McCALL BLVD. DEEDED TO THE COUNTY OF 1 4/3 \ .' .. i.-,Z....� / e/4 1 EXIST. MEDIAN I E D �- >- RIVERSIDE PER INSTRUMENT N0: 67446, DATED JUNE 3O, 1966. ' :.. :.. :...: :10 - � -.- :. . I EXIST. LK 3 0`I , STRIPING TOs. :SPA DREL- . . �Rt1 S; ,, -- f- .: SPA DREL SIDEWALK h 11 FUTURE CURB r BE REMOVED 1 1555.58 TC °- '� PER STRIPING MEDIAN I ' -j o PLANS _ - __ - A9 A6 3 A8 A7 A8 3 OI - _ _ --� __ .---- A6 A6 A9 t) - -Y - Al CROSS GUTTER FOR USE WITH TYPES "A-6" AND "A-8" CURB. 1 f-7----- ioll - - -__ 1 _ - - _�- �- - 1 , - , , - 1 _ - i i _.._ T 1 - I. 1 - -- - -1 .._- ,-- - r :,:_ -- - -- -T- �- __ __ A2 q E 6" O irk, -- ---c---I - - - O APRON THICKNESS TO B MINIMUM. N � 1� �1� 1 h • _. 6 - - - -_J - v n -_ - - - - - 1 O @ CROSS GUTTER THICKNESS TO BE 7" MINIMUM. - - --- - - - = - - - - - - )L-EXIST. 48" RCPS 6 " " A4 CLASS B CONCRETE. SAWCUT LINE7 O O O 1+00 13 - 4+00 65 00 �O 62+00 63+00 L-, - - - 66+00 N55-18'19"E or- - - - 1 �8*00 - - - - - -�- PLACE 6" BASE UNDER ENTIRE SPANDREL AREA. -- '-' 4 - O� A6 ' : L. ' _ WEAKENED PLANE JOINTS TO BE CONSTRUCTED AT 1 3 POINTS ON 25 RADIUS SPANDRELS AND AT 1 4 POINTS ON 35 RADIUS SPANDRELS. _.. O 0 CON JOINT(S) PER STANDARD # 205 AT MIDPOINT OF CROSS GUTTERS LESS THAN 40' LONG, OR AT 1/3 POINTS F 40' OR - - - _ p. I'll • z OF CROSS GUTTERS WEAKENED LONGER. __ _ 61+ 11 - - --_ _. ,fZ _ ____._ __ ___. ,_ ._ ._ _ - -_____ __ +n _____ ____ __ ..__; _- �_�-,�„ ----- - Q A THIS PORTION OF SPANDREL AND CROSS GUTTER SHAL HAVE AN ADDITIONAL 6 INCHES OF CLASS B CONCRETE. �_ ....... _ __- - __ __._. I- _ .. 4 - 1 -__ - ¢:(/) W --,W _ __._ .�._- -- - _-- - ---- . - __ _ _ -..-_.- _ -___ _..._.______ ___ W A9 CONSTRUCT EXPANSION JOINT PER STANDARD 205. 10.46 FL 2 .., _. =- . JLij % _.,,,. -- -- - - _ -- - - --`=- 1111 � � ®1 CONSTRUCT WEAKENED PLANE JOINT PER STANDARD # 205. z -- - �' � R PER STANDA m. j (� 3 v v to - � CONSTRUCT CROSS R_ CT GUTTER D 209A R , z � 11 �` 5 �� ,� c' / B 'n - _- _ _ J V 1 - - - �, - - -_ - - - - _ - -_ _ 1� ECR \ o q' # - - - - - - - r - 1560.94 TC'j,-_ �' / 165 4- - cn �0 68.00 6s.00' 68.00 68.74' 3 70.00' 70.00' 70.00' = 6 18 18 18 18 18 18 6 " - - - - - - - Q h BCR 11.16' RCFC PROP. 48S.D. - - - - - - - - - - LEVEL LINE- o w 6 f1.560.44 FL "' ( ) D ° �ti' 1560.94 TC IN RESS & EGRESS � Q� R/W PER TRACT 30002 ju- 1560.44 FL to 18" LONG REBAR " o 7 °° ° , EASEMENT to cn! ° ° G 6 MIN. ° a a 60 / OAKHURST A PROP. 12" WATERLINE to Q ° z STA: 65+15.73 9 I � (TYP.) °° o ° ° • PROP. 8" SEWER o' ° a / - SEE TR. 30002 . a,. 137 3.0' OF COVER (MIN.) 139 140 141 142 \/\\/\\/\\/\ \\/\\/\/\/\/\/\/\/\/ / / / / / / / / /\/\/\/\/\/\\/\\/\\/ 13fi / / / / , / / / / / / / / / / / / / / / / / / / / / / / / / / / SEWER I \/�\/�\��\��\��\1\\�\\�\\�\\�\1/1"',\\i\\\i,\i�\i/\//\%\\/�%i% /;%/\i�\/\%i1%i\\\/�\\/\\\//\i\\i\\i�\\i� \\ \\ \\ \\�\\�\\��\��\> v' SHEET 2 0 30' EASEMENT 'f� m ' �' � , v y v v CON GRAVEL OR BASE MATERIAL STA: 61+71.11 0_ OPEN SPACE _ r.-r � c",,,_; Qn � a o 9 ACCESS EASEMENTS '�w I COMPACTED SUBGRADE 51 ,3.0 OF COVER (MIN.) 3 N 1 1� CONSTRUCT 0.46 A.C. OVER 0.63 CLASS Ir AGGREGATE BASE s \ I £ a2 - CONSTRUCT CURB AND GUTTER PER COUNTY OF RIVERSIDE STD. NO. 201 TYPE A-8 (8" C.F.). I* Le 3�- CONSTRUCT SIDEWALK PER COUNTY OF RIVERSIDE STD. NO. 400. 0 o Underground McCALL BOULEVARD CURVE DATA o- CONSTRUCT 10' WIDE CROSS GUTTER AND APPLICABLE SPANDREL PER RCTD NO. 209 & 209A - 40 N Service Alert O Call: TOLL FREE DELTA RADIUS LENGTH TANGENT go- CONSTRUCT (2) 4" PVC SLEEVE FOR IRRIGATION - 1-800 A OVERALL 12'18'00" 1855.00 398.22' 199.88' �- CONSTRUCT (8" CF) TYPE D CURB PER COUNTY OF RIVERSIDE STD. NO. 204 0 227-2600 B 2'07'22" 1855.00 68.72 34.37 REMOVE A.C. PAVEMENT a MO WORM c DAYS BEFORE YW DIG C OVERALL 35-55'45" 1800.00 1128.75' 583.63' s SAWCUT, JOIN & OVERLAY EXISTING PAVEMENT PER DETAIL ON SHT. 1 a SEAL-COUNTY COUNTY OF RIVERSIDE SEAL PREPARED BY: BENCHMARK DATUM TR 30002 I P# 020173 SIFT �• u NOTE.- WORK CONTAINED WITHIN THESE PLANS SHALL NOT TRANSPORTATION DEPARTMENT 11 COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING ESS/ APPROVED BY: %QR4f ES$/q� M-13-DE COUNTY BENCHMARK 01. PERMIT HAS BEEN ISSUED. q 0 �Q�' �, $T 'lF ADAMS • STREETER M-13-1-63, RESET 1975, SOUTHWEST OF THE "r' INTERSECTION OF COUNTY OF RIVERSIDE I. �� �ti t7 - �%<, ,y CML ENCJNEERS INC. MENIFEE ROAD AND GRAND AVENUE, 1�10' SOUTH OF THE NORTHEAST STREET IMPROVEMENT PLANS 3 t7 Q 7, . C 5 Z CORNER, SECTION 26, T5S, R3W, 41 WEST OF THE CENTERLINE OF a Y ', ``' $ No. 25083 � Pi CO�°f�P•rk �` MENIFEE ROAD, 7.5' NORTHWEST OF P.P. #3122305. SET A BRASS McCALL BOULEVARD THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE11 Exp. 6 30506Z 7G /S# /0 �/ * DR 12/31/05 * R �¢ DISK IN THE TOP OF A 9" CONCRETE POST, FLUSH. CU FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN * XP / ! 1 __ HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL tfj CAVIL �Q KHAL A. OT DATE: s� CIVIL ��Q' /O 49 -0¢ ELEVATION 1498.662 STA. 60+50.00 TO STA. 69+00.00 7 o OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE 'q� 9lF 0`� SCHEDULE AOF SHT& RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND t� CAL\F � �� �� I OF CALF AL STREETER DATE REVISING THE PLANS FOR APPROVAL BY THE COUNTY. DALE BY MARK APPR. DA7E I tq 04- RCE No. 25083 EXP. 12/31/05 SCE: - •_ - FOR W.O. 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DEEDED TO THE COUNTY OF RIVERSIDE I - __ R PER INSTRUMENT NO. 67446, DATED JUNE. 30, 1966.` I STA: 73+92.91 C) � d m 1_ , -_ 3' OF _COVER {MIN.} _..-,- - - - - - - _ _ - - -- - _ T _ - - - _ - - � cfl -- _ — —_- — - — _ _- — -�NFfRS T ._ -- — - --- -- -- -- - -_ - - _.: - - U l�t /' m O T { f f i - T T - ( r T V. U O - - 70+97.21 McCALL BLVD. = - - _ --- N a __ ^ - - - FUTURE CURB MEDIAN K �! O I r EX EP 1+00.00 WOODSIDE WAY N a - --- --- - - -- - - -- - -=- - -- -- - - --- - - ----- - - - - --- - - I - - _ SAWCUT LINE 13 1 n"�. zj' - - ____-__ - - 70,# 0 - - - - +00 - - - - 72+00 - �73#flf� - 4 00 75 -00 7 # 0 N55`1819 E __ _ __ 77+00 OR_ -_ __.�. -=- - _ (0 1 -- _. _ - z _ \ .._ ; R _. M_ _ _._ a __._ M_.__ w. ew.: fi_. __ .., _ _ - -_ ._ , r._._._._.. - __ _ . �, :.- _._._ _ _ 9 : _.. _ ::, _ - _ . m __ Lv _ . ! _ mow. _._. .< 4 _, 1$ "" �' _.n....: . _ _ _ _ _.__ . _ .. 0+ _ - 0 LU __ __ _ o Z _.__ m. _ : . J l fi: / tn. w L & G AND-,SIDEWALK W \ '� �.-.�- _ -•__-__,_ - - �, PER NOT HEKON -_ _ \ (w 2 70.00' —56.52' �� I, ' (; �, 65.37' 116.02' — 3 ______�/ 155.09` - �102 - F _ � 9 ~ PROP. 12" WATER ECR = - NBCR PROP. R/W EXIST. R/W o o W a w U �.- 1 Q 1581.66 1 1 1581.66 TC � * ZZ xo _1581.16 FL to - 6Q6LUQa 1581.16 FL ►� �� (6 �Q =I W WAY # MY Z " I � oo _ i44 14 1 �� 2 3 m W W �1,:� i� � EET 4 1 / z � I W ) � � coNsrRucrioN NorEs McCALL BOULEVARD to- CONSTRUCT 0.46' A.C. OVER 0.63' CLASS 1l AGGREGATE BASE a to- CONSTRUCT CURB AND GUTTER PER COUNTY OF RIVERSIDE STD. NO. 201 TYPE A-8 (8" C.F.). W7F: F a3 - CONSTRUCT SIDEWALK PER COUNTY OF RIVERSIDE STD. N0. 400. A CASH DEPOSIT /N THE AMOUNT OF $163,888.99 HAS BEEN DEPOSITED i Bo- CONSTRUCT 6" A.C. DIKE PER COUNTY OF RIVERSIDE STD. NO. 212. WITH THE COUNTY OF RIVERSIDE IN ACCOUNT # 20000-3130100000-230106 GRAPHIC SCALE 0 o Underground g CONSTRUCT 2 4" PVC SLEEVE FOR IRRIGATION CURVE DATA FOR FUTURE CONSTRUCTION OF RAISED MEDIAN AND LANDSCAPING FROM N Service Alert ( � DELTA RADIUS LENGTH TANGENT 40 0 20 40 80 160 Caii: TOLL FREE REMOVE A.C. PAVEMENT STA. 64+38t TO STA. 74+22.64, AND CURB & GUTTER, A.C. AND SIDEWALK 1-800 1 SAWCUT, JOIN & OVERLAY EXISTING PAVEMENT PER DETAIL ON SHT. 1 A 34'16'45" 1500.00 897.43 462.60' ON McCALL BLVD. FROM STA. 74+22.64 TO STA. 75+01.90. y 227-2600 B 31'50'01" 79.86 44.37 22.77' • ( Ix r�>�r ) M WORKM DAYS BEFORE YOU = 1 inch = 40 ft. -aa J J Q SEAL—COUNTY COUNTY OF RIVERSIDE SEAL PREPARED BY: BENCHMARK DATLM TR 30002 I P# 020173 SHEET �• NOTE- WORK CONTAINED WITHIN THESE PLANS SHALL NOT TRANSPORTATION DEPARTMENT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING IFESS/( � RIVERSIDE COUNTY BENCHMARK a PERMIT HAS BEEN ISSUED. V A. APPROVED BY: N•HE Yc ADAMS • S I REE I ER M-13-1-63, RESET 1975, SOUTHWEST OF THE "T' INTERSECTION OF COUNTY OF RIVERSIDE 4 � ��� A OTAx �P G�nw L ENGINEERS INC. MENIFEE ROAD AND GRAND AVENUE, 1�10 SOUTH OF THE NORTHEAST STREET IMPROVEMENT PLANS vi Q I - c^ SECTION 26 T5S R3W 41 WEST OF THE CENTERLINE OF a 0 Y " N�' 115 capwdo PwK tvhR CA ion n n CORNER, MCCALL BOULEVARD A THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE No. C55141 �' MENIFEE ROAD 7.5 NORTHWEST OF P.P. 3122305. SET A BRASS No. 33950 Z Exp. 6/30/06 R 44 Fax9+9 + DISK IN THE TOP OF A 9" CONCRETE POST, FLUSH. FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN Exp. 6/30/06 10 HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL �P A A. OT DATE: CIVIL �Q �� STA. 69+00.00 TO STA. 79+00.00 7 0 OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE `Iq CIVIL ELEVATION 1498.662 OF SHTS. � RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND �t CAI.\ 6\.�, !'al($ p�{' �`\ AIDA H. HE ULES DATE SCHEDULE A s REVISING THE PLANS FOR APPROVAL BY THE COUNTY. DAItE MARK REVISIONS APPR �� RCE No. C55141 EXP. 6/30/06 r w » w FOR: W.O. COl1NTY pipN�ER ppmn RECOMMENDED BY 'WILLDAN DATE: HOR: 1 =40 VERT. 1 =4 FILE NO. •