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916-UU 10/29/2009 Street Improvement Plans,Storm Drain Pla Kentfield Dr,Chaparral Dr,Twin Arrow Cr, GENERAL NOTES TRACT NO 9 5285 - 1 CONSTRUCTION NOTES & QUANTITY ESTIMATES* 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA, ITEM DESCRIPTION QUANTITY AND RELOCATION COSTS OF ALL EXISTING UTILITIES. PERMITTEE MUST INFORM THE COUNTY OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION. 1O CONSTRUCT TYPE "A-6" CURB & GUTTER PER STANDARD NO. 200 (6"C.F.) 4,331 L.F. PHONE (909) 955-6885. STR T IMPROV M NT P ANS O2 CONSTRUCT X-GUTTER & SPANDREL PER STD. NOS. 209 & 209A (W=10') 4,520 S.F. 2. THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO COUNTY STANDARD NO. 816. AND PER DETAIL HEREON. 3. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RIVERSIDE COUNTY TRANSPORTATION O CONSTRUCT ACCESS RAMP PER STD. NO. 403 CASE "A" 16 EA. DEPARTMENT IMPROVEMENT STANDARDS AND SPECIFICATIONS, LATEST EDITION, COUNTY ORDINANCE O4 CONSTRUCT SIDEWALK PER STD. NOS. 400 & 401. (W=5.5') 20,700 S.F. NO. 461 AND SUBSEQUENT AMENDMENTS. 4. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO NOTIFY THE ENGINEER TO INSTALL O CONSTRUCT 0.25' A.C. PAVEMENT OVER 0.75' A.B. (CLASS II) 128,073 S.F. STREET CENTERLINE MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE N0. 461. PIPE FLOW: ao=12 QIoo12.3 TRACT 252E37 0.03 GAL./S.Y. PAINT BINDER 427 GAL. =15.9 6O APPLY ASPHALTIC EMULSION. 0.05 GAL./S.Y. FOG SEAL 711 GAL. 5. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER OR CONTRACTOR TO APPLY TO THE Qioo=23.8 ' ; i ; ; i TWIN ARROW CIRCLE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT, PERMIT SECTION, FOR AN ENCROACHMENT PERMIT TRACT 2b287-•2 i ii i =O.5 I j SEE SHEET 4 $$ O7 CONSTRUCT DRIVEWAY APPROACHES PER STD. 207. 13,932 S.F. FOR ALL WORK PERFORMED WITHIN PUBLIC RIGHT-OF-WAY, DEDICATED AND ACCEPTED FOR PUBLIC Q00=0.8 I I I USE; AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL 36•S.D. 54 20' DRAINAGE EASEMENT O CONSTRUCT TYPE "A-8" CURB & GUTTER PER STD. NO. 201 (8" C.F.) 1,567 L.F. FUTURE FLOW: REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THIS PROJECT. ADDITONAL STUDIES 72'S.D. 1 2 3 i .l ; ;4 5 6 AND/OR PERMITS MAY BE REQUIRED. Qi0=45.5 �.sD 153 - FUTURE MENIFEE LAKES GOLF COURSE O INSTALL STREET LIGHTS PER RIV. CO. STD. N0. 1000 (MODIFIED) AND PER COUNTY QIoo=68.3 7 72S.D. =88.6 9 APPROVED STREET LIGHT PLAN. 55 WATT L.P.S.V. 8000 LU. 18 EA. 6. ALL UNDERGROUND FACILITIES WITH LATERALS, SHALL BE IN PLACE PRIOR TO PAVING THE STREET, -- 0Ioo=132.9 INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS, STORM DRAINS. 35' DRAINAGE EASEMENT QI0=5.5 52 81 8 D . = 4 D. QIo=6.8 10 REMOVE EXISTING BARRICADE 2 EA. mow 7. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS SHALL BE TAKEN AFTER ROUGH aoo 51% - 24 Qloo=10.2 80 55 56 57 58 59 9 �.s_D. 11 INSTALL STREET NAME SIGN PER STD. NO. 816 9 EA. GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. USE STANDARD NO. 401 IF ao=3.3 50(' 61 60 EXPANSIVE SOILS ARE REQUIRED. aoo=4.9 79 63 62 ' � 10 'k'k 12 INSTALL CLUSTER MAIL BOX PER STD. NO. 812 N/A 8. ASPHALTIC EMULSION (FOG SEAL) AND PAINT BINDER SHALL BE APPLIED NOT LESS THAN FOURTEEN 49' 78 4 311 13 INSTALL STREET TREES PER ORDINANCE NO. 460.53 104 EA. DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING. APPLICATION SHALL BE APPLIED AT A RATE 48 64 S��sHEo. 18�sD OF 0.05 GAL./SQ. YD. FOR FOG SEAL AND 0.03 GAL./SQ. YD. FOR PAINT BINDER. ASPHALTIC EMULSION 77 ti 68 12 =1.0 14 UTILITY TRENCH. (REFER TO STD. 817 & 818) 6,318 L.F. SHALL CONFORM TO SECTIONS 37, 39 AND 94 OF THE STATE STANDARD SPECIFICATIONS. 47 ' .( ' '� ; 76 65 67 69 oo= •5 15 REMOVE EX. CONC. "V" DITCH 1,140 S.F. 9. INSTALL STREET TREES IN ACCORDANCE WITH ORDINANCE NO. 460 AND 499. 46 75 66 0. . 24 s.D. O LIST OF SPECIES: 45` 74 71 O 2 EA. 16 INSTALL BARRICADE PER STD. N0. 810 a. MAGNOLIA GRANDIFLORA - SOUTHERN MAGNOLIA 43 44 73 �"14 13 00 6 6 17 CONSTRUCT TYPE "D" CURB ONLY PER STD. NO. 204 (MODIFIED TO 6"C.F.) 143 L.F. b. PRUNUS CERACIFERA - PURPLE LEAF PLUM 72 F'U 1'J�?� -f FACT 2�a2F35-2 c. PISTACIA CHINENSIS - CHINESE PISTACHE , f15 18 CONSTRUCT VARIABLE THICKNESS A.C. CAP 1,800 S.F. 42 , . � •_ -'`16 FUTURE TRACT 2�28��� FUTURE TRACT 2�28� 3T 19 CONSTRUCT ACCESS RAMP PER STD. NO. 403 CASE "A" (MODIFIED FROM 2 EA. 10. PT�RNET LIGHTS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROVED STREET LIGHTING 41 ` -1, ti-�,,7 A 4' WIDE RAMP TO A 12' WIDE RAMP) 40 �S9 38 36 __18: 19 11. CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND CONSTRUCTED - ACCORDING TO COUNTY STANDARD NO. 206 AND/OR NO. 207, AS DIRECTED IN THE FIELD. 35` -20 3� ` - 12. ONLY LANDSCAPING CONSISTING OF GRASS AND PARKWAY TREES MAY BE INSTALLED WITHIN 33 21 -22 23 0 * QUANTITIES SHOWN HEREON ARE FOR PERMIT AND/OR BONDING PURPOSES ONLY AND PARKWAYS ON LOCAL RESIDENTIAL STREETS WITHOUT SEPARATE LANDSCAPE PLANS. ALL .• _,. - , 24 'ti.y0 SHALL NOT BE USED FOR BIDDING. CONTRACTOR SHALL DETERMINE HIS OWN OTHER TYPES OF LANDSCAPING IN THESE AREAS, AND ALL LANDSCAPING ON ALL OTHER NOT A PART 32 i". 2 `";' pad' QUANTITIES AND BID A COMPLETE JOB. STREETS SHALL REQUIRE SEPARATE LANDSCAPE PLANS. ALL LANDSCAPING ENCROACHMENTS 'I"k POST OFFICE TO DETERMINE EXACT LOCATION IN FIELD SHALL CONFORM TO RIVERSIDE COUNTY "STANDARDS RELATING TO THE ADMINISTRATION 31 28 OF LANDSCAPE ENCROACHMENTS" DATED JUNE, 1990. 30_ ._ 9 26 25( ;, HAPARRAL DRIV NOTE: ALL STANDARDS ARE PER RIVERSIDE COUNTY UNLESS OTHERWISE NOTED. SEE SHEET X QUANTITIES FOR THIS ITEM ASSSUMES ALL DRIVEWAY WIDTHS TO BE 26' WIDE. 13. PRIME COAT IS REQUIRED PRIOR TO PAVING ON ALL GRADES IN EXCESS OF TEN PERCENT. 14. ANY PRIVATE DRAINAGE FACILITIES SHOWN ON THESE PLANS ARE FOR INFORMATION ONLY. PRIVATE ENGINEER'S NOTICE TO CONTRACTORS BY SIGNING THESE IMPROVEMENT PLANS, NO REVIEW OR APPROVAL OF THOSE PRIVATE FACILITIES IS IMPLIED OR INTENDED BY THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT. rang e THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON PLANTING NOTES a`� (SY orx� A5) INDEX MAP THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS AND TO THE BEST OF 15. AS DETERMINED BY THE TRANSPORTATION DIRECTOR, THE DEVELOPER IS RESPONSIBLE AS A „ OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. MINIMUM FOR ROAD IMPROVEMENTS TO CENTERLINE, AND MAY BE REQUIRED TO RECONSTRUCT ALL STREET TREES SHALL BE LOCATED WITHIN STREET RIGHT-OF-WAY, 1' FROM SCALE:1 =200 THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT EXISTING PAVEMENT, INCLUDING BASE, AND MATCHING OVERLAY REQUIRED TO MEET THE PROPERTY LINE AND A MINIMUM OF 4' FROM SIDEWALK OR CURB. THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE STRUCTURAL STANDARDS FOR THE CURRENT ASSIGNED TRAFFIC INDEX. PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES IN LOCATIONS WHERE PARKWAY IS TOO NARROW TO MEET THE ABOVE REQUIREMENTS, OR STRUCTURES. 16. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR DEVELOPER TO INSTALL AND STREET TREES MAY BE PLANTED A MINIMUM OF 1' INSIDE PRIVATE PROPERTY. MAINTAIN ALL CONSTRUCTION, REGULATORY, GUIDE AND WARNING SIGNS WITHIN THE CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED PROJECT LIMITS AND ITS SURROUNDINGS TO PROVIDE SAFE PASSAGE FOR THE TRAVELING . - APPROXIMATE STREET TREE LOCATION. NO STREET TREES SHALL BE CONSTRUCTION PRACTICES CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME PUBLIC AND ORKERS UNTIL THE FINAL COMPLETION AND ACCEPTANCE OF THE PROJECT PLANTED WITHIN 10' OF DRIVEWAYS OR CORNER CUT BACKS. ILEGEND: SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF BY THE COUNTY. MINIMUM SIZE OF STREET TREES TO BE PLANTED IS 15 GALLONS, OR 1" DIAMETER CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; 17. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY TO STEM SIZE. SEE STAKING INSTRUCTIONS. THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL THE CALIFORNIA DEPARTMENT OF TRANSPORTATION CALTRANS FOR AN ENCROACHMENT e STREET LIGHT WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO, DEFEND, INDEMNIFY, ( ) APPROVED SPECIES: AND HOLD DESIGN PROFESSIONAL AND OWNER HARMLESS FROM ANY AND ALL LIABILITY, PERMIT FOR ALL WORK PERFORMED WITHIN THE STATE RIGHT-OF-WAY. a. MAGNOLIA GRANDIFLORA - SOUTHERN MAGNOLIA 0 STREET TREE REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. 18. THIS PROJECT MUST OBTAIN A NATIONAL POLLUTION DISCHARGE ELIMINAON (NPDES) PERMIT. b. PRUNUS CERACIFERA - PURPLE LEAF PLUM T.C. TOP OF CURB OBTAIN A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDFS) PERMIT. OWNERS/ c. PISTACIA CHINENSIS - CHINESE PISTACHE F.L. FLOWLINE THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES IN PLANS AND/OR OWNERS/DEVELOPERS ARE REQUIRED TO FILE A NOTICE OF INTENT �NOI) WITH THE STATE WATER DESIGN C_ PROFILE AS SHOWN B.C. BEGIN CURVE FIELD CONDITIONS IMMEDIATELY TO THE DESIGN ENGINEER FOR RESOLUTION PRIOR TO RESOURCES CONTROL BOARD (SWRCB) AND PREPARE A STORM WATER POLLUTION PREVENTION R/W ON SHEET 3 R W E.C. END CURVE CONSTRUCTION, AND SHALL BE RESPONSIBLE FOR DISCREPANCIES NOT SO REPORTED AND PLAN (SWPPP) AND MONITORING PLAN FOR THE SITE. / B.C.R. BEGIN CURB RETURN QfAOFESS/pa RESOLVED. 70 E.C.R. END CURB RETURN ��� �1O A. & q�F 50' P.R.C. POINT OF REVERSE CURVE ��' �' C/ y � y G� CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR 4' 1 6' 20' 5' 5' 20' 6' 4' 2' may,. P.C.C. POINT OF COMPOUND CURVE 25917 Z LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE B.V.C. BEGIN VERTICAL CURVE w Cr 2' 2' r° TYPICAL cc EXPIN£S - PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. Z% t�'' --�� _ ' _ 17%► '0 2% BOTH SIDES E.V.C. END VERTICAL CURVE : P.I. POINT OF INTERSECTION * 2/31/09 INV. INVERT ELEVATION 4 1 5 8 5 1 4 CONC. WALK PER CO. STD. 13 TYPICAL ENTRANICE STREET ® �---- NOTIFICATIONS SECTION 1. CONTRACTOR SHALL NOTIFY SECTION AT 909RSIDE COUNTY TRANSPORTATION 275-688 AT LEAST 48 HOURSE DEPARTMENT NOT TO SCALE ( ) CHAPARRAL DRIVE STA. 10+00.00 TO STA. 11+97.20 U I LT" ADVANCE OF STARTING CONSTRUCTION. T.I. = 5.5, PRELIMINARY R-VALUE = 20 2. CONTRACTOR SHALL NOTIFY APPROPRIATE UTILITIES 48 HOURS PRIOR TO R/W N <a EXCAVATION OR TRENCHING. S 60 R . SO. CALIF. GAS COMPANY VIA U.S.A. 1-800-227-2600 � SIONATURE 10 40 10 a 4' 6' 20' 20' 6' 4' 10' � � SO. CALIF. EDISON COMPANY VIA U.S.A. 1-800-227-2600 a THROUGH STREET "TEE" STREET GENERAL TELEPHONE EDISON COMPANY VIA U.S.A. 1-800-227-2600 2 '��G 1 7% S 1 7% Tc o0 2� 5 5 GATE o 0.03' A.C. LIP 0.08 0.16' 011' 0.08 0- ROAD FIELD CABLE VISION VIA U.S.A. 1-800-227-2600 4 4 LEVEL LINE0.13 10.08EVEL LINE _ 0.03 A.C. LIP z ENIF£E �y E.M.W.D. (ATTENTION: JIM WYATT) 909-928-3777 1 5 1 a 6„ °o " PROJECT ; v , n RIVERSIDE COUNTY FLOOD CONTROL 909-955-1200 TYPICAL STREET SECTION 5 5 NOTE' SITE Q 2 WORK CONTAINED WITHIN THESE PLANS SHALL NOT LINDENBERGER RD. a Underground Service Alert PER RIV. CO. STD. NO. 104-A COMMENCE UNTIL AN ENCROACHMENT PERMIT af 0 ORE ' NOT TO SCALE CROSS GUTTER DETAIL AND/OR GRADING PERMIT HAS BEEN ISSUED. m o Gpc Call; TOLL FREE . .REE PER RIV T N -A (MOQIFMQ V' CAMINO CIRCLE STA. 22+27.90 TO 36+17.98 VICINITY M A P 227-2600 TWIN ARROW CIRCLE STA. 15+75.88 TO 17+04.11 NOT TO SCALE NOT TO SCALE PRELL COURT STA. 8+01 .13 TO 10+00.00 TWO WORKING DAYS KENTFIELD DRIVE STA. 10+00.00 TO 14+12.49 BEFORE YOU DIG SECTION 36, TOWNSHIP 5 SOUTH, WOODLEA LANE STA. 10+00.00 TO 14+00.13 ROCK ROSE COURT STA. 10+00.00 TO 1 1 +36.13 1 ! RANGE 3 WEST OWNER (/ DEVELOPER OLD MANOR COURT STA. 10+00.00 TO 1 1+35.00 0 SEVEN DIAMOND BROTHERS, DIVERSIFIED, INC. PEACOCK MOUNTAIN DRIVE STA. 10+00.00 TO 13+87.78 18645 EAST GALE AVENUE, SUITE 205 �TY F INDUSTRY, DU TRY, *A FAX 912-7045 T.I. = 5.5, PRELIMINARY R-VALUE = 20 a� /D-29,Qg SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER CSL ENGINEERING, INC . BENCHMARK: TRACT 25285 - 1 SHEET NO. WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN QROFESS/pN TRANSPORTATION DEPARTMENT QROFESS/p ENCROACHMENT PERMIT AND/OR A c�0 A. 0 '9� c�0 A. s�'9l 11651 STERLING AVENUE SUITE E RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION COUNTY O F RIVERSIDE GRADING PERMIT HAS BEEN ISSUED. �� ��� T'y V_ APPROVED BY: P�� �'i c�` RIVERSIDE, CALIFORNIA 92503 OF NEWPORT RD. & LINDENBERGER RD. A 1" �� 9�y (909) 785-5122 * FAX (909) 785-5180 IRDN PIPE & TAG MARKED COUNTY IN CAP WELL MON. IP98OO I SCHEDULE "A" CL- THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR CSL s 0V ab ,PE,Pl'�ICE sar? Wlrl SAWE'r'A4 Mf�rC,riAf t siGN w '` m w z ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN IN HEREON. w 33950 N O. 25917 EL.EV.= 1425.152 STREET IMPROVEMENT PLANS t CSL 9-/b-99 MaVE Sre4fr Z/GkT OW SHEET S" r Ex 6 30 02 T ZG 9 IN THE EVENT OF DESCREPANCIES ARISING AFTER COUNTY APPROVAL it P• / / * Exp. 12/31/01 OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE MARK BY J_5-� REI�/SE Lor L/.i/Es APPR `P * DATE ,�+ * PREPARED BY: R.C.E. N0. 25917 TITLE SHEET OF 7 SHTS DATE REVISIONS DATE 9l OF Irw W ��Q 1 �T OF ICAL�F �\P ��-�G� SC_- E7-Z�99/31 1 SCALE: AS SHOWN RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND F 0� � 7 1 y �y F 0`� FOR: W.O. COUNTY REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER COUNTY REC MMENDED C3°Y« ���''`�RI'` DATE DAB' H: V: -- -- - FILE NO. + u � co�P• RICHARD A. SCIANNI JN482/7-2-99/482SIP.DWG/S:40 ---------- ----- J _7- 7 ----------- 4_ p ------ 4- 7 1 -------------------11 A o _4 -------- ----------- 4 w t L ............... _ E -T 7------ ---------- ...... -OF t > 0 P17 D ....... RE TO RN- F .......... -SEE L) UR A id- 4 A Zr, I R m T L - 40 Ld m 0- 5-- + 0i ............. TkA,--C_­_T ----------------- C) �+o TA -co- L - -1 --,.---, 01 7 C%4-_(�y C R,, -n- C-14 n (N� V). ---------------- to 0 4 + s0) ------ ----------------- ---------- -------- 0- ................ Z 'RO D .......... P� E� 0 r UU, V i-u. ------- 1-47 .......... p ------------- ..........- ------------- __T '14 j 7 IPER :TRACT: Y:� Z m -4 --A -9Z �_7 0 m i2,52- 87-2 -0 _Q'I _:0 + -5 a -CN 4 C- t-, , -,--, - , 40 00 C ---- ------ 00' C) C CN n- _TRAiCT_'l3QpN R 0 + + _T_ +----------- C -lop C�4 n- : ---------- ...... ------- .......... to ...........%...................., 0 ------------------ 1 4- I 43C ----­---------- FEATIJER': .50% 1- + T .......... -------------- --- -­--------­-------- r 1 2-1'.5! R AN 8 FROf 4 H 50 P C U__F ------------------ ---------- ------------------ -7- ........... JW I :�­ ­ j� L ' L L''L;­ I I -SHE --------------- ------- --S-Ef_:- ET'-6 R)kN p �I ;00� j&'CF .0 ............... N_ I pi�i PRO D -OR 'UR 0 ------------------------ Z_ f _HT 6 F JT0-- 87CF- F 1 29 _j VEIVIEUTS 2 Tk C>- �PERL' A > JnL ------ ----- ­ A T 0 CN ----- --- --- ---- ----------8i I m IRT_ -2 > pe) '0 ---------- - + M. 00 + 0 TRACT 0 ND Y U7 W. 0 U, 0 OD CG' r -NL R=:i U q07 0 --------------- J4 j U i j- ---------- -------------------------- -4 ----- --- 4-- 9 L ___---------- +i L-'g - - --1.'14- 1 ------- -------- N + ---------- ---------- ........... --------- --- ---- ------------------ -------- -4U -------- V��41 - CROSSdUTTER PROFILE ---------- ---------- ---------- _--- ----- :2�3, S 2,9 2,q,� T PROFILE SCALE ................ HORIZ. 1 40' ----- ------ ....... .... ............... L VER T 1 4 ......... 21 +00 22+00 23+00 24+00 25+00 26+00 27+ 00 28+00 29+00 30+00 31 + 00 32+00 CONSTRUCTION NOTES C-) 1 CONSTRUCT TYPE "A-16" CURB & GUTTER PER STANDARD NO. 200 (6"C.F.) 2 &CONSTRUCT X-GUTTER & SPANDREL PER STD. NOS. 209 & 209A (W=10') AND PER DETAIL ON SHEET 1. 7-1 TRACT BOUNDARY &CONSTRUCT ACCESS RAMP PER STD. NO. 403 0 4 CONSTRUCT SIDEWALK PER STD. NOS. 400 & 401. (W=6.0') 5 CONSTRUCT 0.25' A.C, PAVEMENT OVER 0.75' A.B. (CLASS 11) <= & KENTFIELD DRIVE 6 MULSION (FOG SEAL). V) 7 CONSTRUCT DRIVEWAY APPROACHES PER STD. 207. SEE SHEET 5 0) 0 0 w ITH 6To? 9 9 8 CONSTRUCT TYPE A-8 CURB & GUTTER PER STANDARD NO.201(8"C.F.) m INSTALL STREET LIGHTS PER RIV. CO. STD. NO. 1000 (MODIFIED) 00 C5 C3 75 N C)z 00 d Ln 2 Lj 06 ROVED STREET LIGHT PLAN. 55 WATT L.P.S.V. 8000 LU. + < Uj r,� __j �.A 12, C14 a_, 3 ' 00 10 REMOVE EXISTING BARRICADE Lj 00 It C14 M r- t-n PEACOCK MOUNTAIN 22+2 0 @ 20, 3n CN +01 06 6 76 INSTALL STREET NAME SIGN PER STD. NO. 816 2 LO 0 x & DRIVE 00 V) TRACT B UNDARY C6 6' + + + 4 INSTALL STREET TREES PER ORDINANCE NO. 460.53 T9 + CN C14 (N 77 81 80 79 78 CD 6 �30' 30' 1.441 10+43.43 B.C. 4F. Li TAL=( w rr9 57.00' JO'I I 2U' I w INT. 28+61.75 CAMINO CRIS (0 20' 1 50.00' bo.oul 0.00, 0+45.55 B.C.R. TYP. cr- (0 - 1 62. 10+00.00 ROCK ROSE COURT 0 z 0 Ld Ln P L=1 1.50' 3 C14 .73T L�4 00 7 Z�L (0.50% E6 /T =59 43.47' 5 7 N+ 74 73 &1_1 EXISTING CURB & GUTTER. 3 C 15.57 5CN op q 18 21+00 Z,-1 6 1 9 - - [\\.,I --�ZJ+00 TYP* 1C+ 8T28'44:'W 36" 45.00 EXISTING A.C. PAVEMENT. - I ' - I (0.50%) c,4 3-0.73T. 4 [M.2_3F.L. 26+00 5.00' CD C-L N E 44 0 1 < 55.00' L 4 Im 65.00 L. �x 6 1W Ittl 3f25 L 55.0 3 25+00 N89*28'44! 5 5.O�'_!' CS C:) 142.U;7 LLUJ N I CN Ld 50.00' .00, 5 3.9 19 R' C) C)15 4' EXISTING SIDEWALK.-fn- L9 3 LJ K 30+00':) 13 TYP. (D-29+00 +00 3J2L' 00 4 200.00 999 97, w 8$ 0 .2 55.001", 55.00' 1\142-18'57"E� 4(j1-Ub' 13 TYP. L=27.89�_�"27.1 2' 45 CN La 1K 2 5 6 09 L "T.C. 0 15' �? .9 7' ED " WIDE DRANAGE F TYP. 3 6­F.L.�/o @ + EAs < ENT To R.C.F D�j 87.50 C.B. NO. A-4 0 23+ 46 .0. tK 118.69' 76.00" 76.00' 0 (W=7', H=6.00') 4 w of C) 0 CD 10+43.09 E.C.R. __j < rn 54 53 Q: 3 + 10+45.00 B.C.R. cn 00 3 TYP. C14 + ill 52 51 50 49 48 Z: < CN od I U I LZ 0 Z) LO M CN V_ C) m 0) + 0 C-4 Ln C4 C-4 C14 CN CD z Z INT. 23+40.03 CAMINO CRISTAL= + C) 37 36 35 0 + <0 + M DRAIN PLANS FOR 9 cc 25917 rn Cj C14 ft�W 10+00.00 KENTFIELD DRIVE to 8 m "ASImBUILT" C,4 M CONSTRUCTION INFORMATION AND DETAILS. EXPIRES + 00 L.Lj Ln clw_ Lj (n SIGNATURE Underground Service Alert-.� OF CAUT- E 0 [if 0 DELTA RADIUS LENGTH TANGENT 0 DELTA RADIUS LENGTH TANGENT + F-- \Z INT. 0+61.75 CAMINO CRISTAL f ORE COURT m Cn 5*38'21 620.00' 61.02' 30.54' 6*47'58" 580.00' 68.83' 34.46' 0 7- e c4 C4 10+00.00 PEACOCK MOUNTAIN DRIVE 1 -800 DATE SEE S-HEET 6 SCALE: 1 40' \D/ 85*59'57" 25.00' 37.52' 23.31' (D 48-12'19" 280.00' 235.58' 125.27' /F\ 92*50'26" 25.00' 40.51 26.27' Q 42-10'49" 20.00' 235.58' 123.41' TWO WORKING DAYS BEFORE YOU DIG OD 10*28'32" 600.00, 109.70' 55.00' 48*12'19" 300.00' 252.40' 134.21' 0 �O, 40, 80' 120' 160' OWNER / DEVELOPER 10*28'32" 580.00' 106.04' 53.17' 8,3'58'30" 25.00' 36.64' 22.50' CAMINO CRISTA SEVEN DIAMOND BROTHERS, DIVERSIFIED, INC. 10*28'32" 620.00' 113.36' 56.84' 90-00'00" 25.00' 39.27' 25.00' 18645 EAST GALE AVENUE, SUITE 205 i I ) QITY OF INDUSTRY, CA 91748 Op (626) 912-0123 FAX: (626) 912-7045 10-28'32" 600.00' 109.7 55.00' 90,00,00", 25.00' 39.27' 25.00' SCHEDULE "A:' hQm SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER CSL ENGINEERING, IN C BENCHMARK: SHEET NO. WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN gCjFESS/ �?,QFESS/ ON, TRANSPORTATION DEPARTMENT -RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION MIT AND/OR A 0 11651 STERLING AVENUE, SUITE E COUNTY OF RIVERSIDE 2 GRADING PERMIT HAS BELN I�StiULIJ. RIVERSIDE, CALIFORNIA 92503 OF NEWPORT RD. & LINDENBERGER RD. A 1" 99(909) 785-5122 FAX (909) 785-5180 IRON PIPE & TAG MARKED COUNTY IN CAP WELL MON. IP98000 I SCHEDULE A THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR CD M LLJ w rri STREET IMPROVEMENT PLANS ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN IN HEREON. 33950 Or- No. 25917 ELEV.= 1425.152 /0 Exp. 12/31/01 IN THE EVENT OF DESCREPANCIES ARISING AFTER COUNTY APPROVAL Exp. 6/30/ -717 PREPARED BY: R.C.E. NO. 25917 CAMINO CRISTAL OF 7 SHTS 400/ OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE MARK BY DATE 6ATt DATE CIVI\- (EXP. 12/31/01) APPR. clv�\_ z '711 RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND SCALE: FOR: W.O. COUNTY REVISIONS OF CAO�"`_ Or CAO� DATE: -7-0- 99- 11 U REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER COU RECOMMEI\(IDED DATE RICHARD A. SCIANNI H: 1"=40" V: IFILE NO 9/16 2S I P2.DWG/S:40 I � ­.. T_­ 11-t. . I ,� � t _; - � �,I I---- �_- i- ,- --_ z I . A& I . -_ .1 ­. I-� - I . -� -� i-� � -i 4 - I . I ... ..��� . � �Ili �I ­; I �- ,� -�: - I �� � -1-1. �, � - ,__f� _t......-� ---- 1 4__..._,� .11 I ...t- . ��.�. �,1.,�:� �_:� �; :..I I ...I .I I I I. �I �. I I . I. I I 11 .. I J ���_` -, ::* -_-, I....7,I I-I.I- -1:1-"I-���� I ­I�-...;_ � .I.1--.-I I-I j �� ,,.�,.,,T I ; l' 1 i I i I 1 4� � I ..��I . � ;�, I I � I I il j - -s- - I I _4__...l l ; I . I i, � I . I i T 5 x � � . . I � �� , ; t I I � f i -1 i , - -�,-,:-�,-_ 1- : - -1"i�',.,,; - I . 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I I - ���� i- - - r , I � , ......:l:1.........i, 32+ 00 33+00 34+00 35+00 36+00 0 30 __ 10+00 11 +00 12+00 CONSTRUCTION NOTES 1 CONSTRUCT TYPE "A-6" CURB & GUTTER PER STANDARD NO. 200 (6"C.F.) i INT. STA. 33+24.14 CAMINO CRISTAL a CONSTRUCT X-GUTTER & SPANDREL PER STD. NOS. 209 & 209A (W=10') = STA. 10+00.00 OLD MANOR COURT ___11 - �", f---r-' "" __17- \ / I_- Q_'_/ AND PER DETAIL ON SHEET 1. ci, i 1-1 � 1�,; I 1 I 1 ,/_,:s,, 1 ! \I., �--, ; __1. i I - -, J ..r 1, 4 -CONSTRUCT SIDEWALK PER STD. NOS. 400 & 401. (W=6.0') Qy �---1-11; �_­, ii �­-. (-) __ ?­� r--) .- ',-Ni 0;;:_� CONSTRUCT 0.25' A.C. PAVEMENT OVER 0.75' A.B. (CLASS 11) � � I ll � I . I , - - � i I ­ I___1 4ii 110 � ", � , , ,-__) - 1_� T 7__ " , , �_ -N, ,�� " , - __11 I . , , Q5 ? _: , �` - - . , , (.�6) MULSION (FOG SEAL). _;�- V: 2 ­­. ­11.11-1 1, ­-,­ f 1 - _-.1 � - -i - ____ - _ - 1�1 'i'_ /, � --� F_ , I ! \ / :-, 7 CONSTRUCT DRIVEWAY APPROACHES PER STD. 207. 9 � INT. STA. 35 CAMINO C �`, 9 11 _j * ] 7...�, _,_ I -i 1 _,,/ J..,- (D- ,�) C-3 0� 9 INSTALL STREET LIGHTS PER RIV. CO. STD. NO. 1000 (MODIFIED) AND PER 7 fl� . 10+ -r-f----,� 11 -.1-­11 - r-) �­"�!,­ _,_-) . Lij . (��_ _11t__ ,­�, 0-- �-- i , C� - OUNTY APPROVED STREET LIGHT PLAN. 55 WATT L.P.S.V. 8000 LU. z 6 I J-�­/L""'(�­_, .11 e --li 1-1- C3 = 00 I __ �_/ w Of _ji� 36+17.98 TRACT . 0 - C3 10 REMOVE EXISTING BARRICADE . IN . () I r- 00 M &_ �� BOUNDARY C) . 50.00' /-Z . TRACT BOUNDAR 1;�, 'J � -, C-4 _ 1 1 INSTALL STREET NAME SIGN PER STD. NO. 816 7 � 1� m __j (5 Q). '9 ?'16 co r, . C-\ ,-',-' --- 00 w t � VV 'T 6 ��ts,,� . CN - 44.0 ' 13 INSTALL STREET TREES PER ORDINANCE NO. 460.53 - , - , . ,�?'F �?,� �� , (j r- & ,'!� --' -0 � \� - � 11 I -.4- �- �t - 32.00' 16 INSTALL BARRICADE PER STD. NO. 810 + v) . rLo �� � . m + I _:�� �? L4 CO C) LO 11 4tj (:) - I "o ":f '0 C14 C14 blo . - ,� -- . - /_1 .�) 9 ,�\_�� > .�� I � 11 __ 00 6' C��_ COSTRUCT TYPE "D" CURB ONLY PER STD. NO. 204 �__ �,�, �� LO C6 & 4 m: ? 501.- 11 + 00 (.0 . (MODIFIED TO 6"C.F.) 44i Q) - 0 - 37 al.09;,n \j- I �R C_� Lq 18 CONSTRUCT VARIABLE THICKNESS A.C. CAP 0 0011, C-� _j 7.9 .- CD . _Z . C) _1�9 1 - (3--.�_ , . a <') I 00 ��i9 n( 1 1 ,; � L BOU ,%** 1-4 6) 0* 31) Uj 0 Q I I N89*29"41ptin 0 C19)_ RAMP PER STD. NO. 403 (MODIFIED FROM A I I .. -.;I- of ? 4, A- _:�� - . 4' WIDE RAMP TO A 12' WIDE RAMP) � 110 �_ -� D 36+1 6.88 E.C.R. rj I "�_ ,-. -_ 11 1�; 0 - A . r: , 11- 2 - I \ ,. ,� __- 13 A + < 4 u -/, t �� - \131J �_� . -,-- ,-� ?_ _1� )� � 1 8,&,�" I 7n. 1\3 Typ E-iol E %�,O,j- , - I N81 42'1 8 _.) I " 1 44J (- , 1 �_ C)�1 ___ - -W IX-) 0 V __ . � 9� ___­­ �r I 1... 10 . . 4 ,0_ �- - \� � Vj /V) ,�, 1 1 J�v I IfL-6,3-1. _,__ 4 (�3 TYP 4 1,----- ___ � I �, ______� 2 �� I I AR 1'61 ('. 1 1 w _. - I 0 L / - A, 64 _5�_�� Lrx - -:��' ___- q INT. STA. 35+67.36 CAMINO CRISTAL I / ­ � Z INT. STA. 11+97.20 CHAPARRAL DRIVE '�'_ -z" _.- . - -: V 64.75,��, 0�64.75"`\ I /",; .� _____ = STA. 1 0+00.00 CHAPARRAL DRIVE n1\1 ,_i t � � _k* ____ ---I- r04_� 19 . IX �0 ,,,,,-- = STA. 25+05.43 LINDENBERGER ROAD . I .1 .. .: I / �, >--- . .�% �: . . ;.''. ,IV. - * gF 9 70 44. \-,,,---,o, Ntk b 6 � ...,� : 7,,.... j . -� �� I LLJ T 0 ec �` 2 C . 34()o D I / I �V:_ I .C1 13 ,-- ____ 0 / _ q . ,.,�. ___ - I- .\-. ___- _--� ,��n CSN %J.Uf- w � . " v-,......//I Q I __�_ N - 35+00 - ."' I ---,pv - ­__j _,_, " �-__j is --F� ! " ')Z,�,�N, U r ; EXISTING E.P. L/) A P, I I __ �,� A 1-1 1 \� / / 1- / % - I E_ Xy 2 3 :�:��_ 4_111111_� ---I- i LF-J J I -� - j J V 1--, U0/,/��, I Li CURVE DATA I- -515 ____ ______ . I .1 �\t­ rl I 1 \� CS ___T, 1­1 1, -,_-- - ,­ ­ _�-" 23 - - m ,I ____� .?,. 9 ,`J , , I 's, r-) ;-- . . - � T_ .1 / 1 _,/_,­� ", 4 �- )-.-- -, .1,-, 3.4 � Lzzul. . . - - _0��_� J j 'll-r--� ,--i J -, ,� --,_­­ �_, �� 'i__� /�,;�,' I I z �., , � , 0 1 DELTA RADIUS LENGTH TANGENT 4k- . j� - - A 13_�_hA, .1 \C,�\\ -1 0 .- 1 C k- 1. Z . _� __� ���, I .. I /� 18 . t "-, I // ,F '...-.1 40 ". '1`0 -14 B.C.R. 11 0 a . -4 C��__ - o' -1)I , I Uj __\ 88*50'28" 25.00' 38.76' 24.50' , ) . I? -5 it =4/.8 , /A - (ZI . i 1',,,___,­� \� U_1. (.11 �� I Ov .1�'D'- a \��/ ... � 11 ly j -,- �, ..... ....� � 'T.-C.R. ." - .a- -.1- CO ..r 10+38.82" 71 . TC) I z /D\ . � .. of 10 (32.87 \D/ . : :. �� ..li ) Lp ,?t), 4 ' - _ 0*07'33" 520.00' 1.1 4' 0.57' . . . I ul 't_1 - I . , . I 1-1 I ... Lp I ,N� (32.20 FL) . - yp. .:.-. -k- I I 110, � _j /F\ 85*1 5'50" 25.00' 37.20' 23.01' 27 . _� . 25 01 \�L/ , I :,:: _j co C) (Z), -.1 '_Pt - - ..,;.. . C 1. ­% "� It.". 0�,D LTI ', - . 41) , In , , I + , I ­:- * I,/ C) . ,34*49'50" 500.00' 303.95 156.84' CS "' , A 4fj�jo w 9 6 N) , f, - Q) - C0 \ . I .. . , I .. � -P, , . 0-n * * . " .. :.� /F\ 11� 25 ::� '-,-, �-.'.-: ..�., IPA \�:_/ 18*1 4'52" 520.00' 165.61' 83.51' AO 13��c 0 ,i C-) ,, I,;:.1 I I?7.�Vop Lj FU ".:: S4 cpj,��.).. . 34*49'50" 480.00' 291.80' 150.56' - 9 S/,/ Ill n ..'... a ___� :1_ (D 1q_ .. / , . �0 .. ���- 'n . - ���� 'I k U + -'--RECORD /�7\ C.0 A,? Q� C) Ili CENTERLINE \��/ 6 + ,?,Al. ___j ::: _;� 80*07'1 9" 25.00' 34.96' 21.02' n AR V_ + /'� n C" SCALE: I "- 40' N 68, + _;� 6*28'58" 275.00' 31.1 2' 15.57' 0? 110 U CTI \_�V Underground Service Alert`� ,�\j IE. pl� 7 .---' CONSTR N p * Ln 50) CENTERLINE 15'58" 25.00' 38.97' 24.70' FORE 0 a R�GH'T " -_T iio-m =m1IIIIIIIII1 S p Ln 0 89* = Call: TOLL FREE co FM SEE TH BERGER � S F-E 0 20' 40' 80, 1 20' 1 60' 6 P 6*28'58" 300.00' 33.94' 1 6.9 9' C., 0 ROAD STR ROVEMENT Q 1 -800 �u ?a 5285 . "' ENTS (D 6*28'58" 325.00' 36.77' 18.41' WITHIN LINDENIB RG 91*1 8'25" 35.00, 55.78' 35.81' TWO WORKING DAYS ROAD R/W. C MS Q I %, BEFORE YOU DIG _/ 88*41'35" 35.00' 5 4.1 8' 34.21' .4 (% ­11'k ? A t , 3 7. I 11 , I OWNER / DEVELOPER CAMINO CRISTAI _j 1­x, '.- ,,All ,--1 295.00' 33.38' 16.71' SEVEN DIAMOND BROTHERS, DIVERSIFIED, I I .� I IV (_O_� PI 305.00' 34.51' 17.27' NUE, SUITE 2 . � I CITY OF INDUSTRY, CA 91748 1 1 z1_01 p 5.00' 15.71' (626) 912-0123 * FAX: (626) 9 gy /,p- 7-1119 5116i57- /6 ff-RZ44-rP ,6Y 911e257- 44 SCHEDULE "A:' � NOTE: SEAL-CO��U�!NTY COUNTY OF RIVERSIDE SEAL-ENGINEER CSL ENGINEERING, INC . BENCHMARK: 1-i %a SHEET NO. WORK CONTAINED WITHIN THE S � �! ,,,,, ' 'p FESS/0 � Q ID ,�k FESS/0 SHALL NOT COMMENCE UN N TRANSPORTATION DEPARTMENT ,�> N /� , MI A <;,;� P,- 0 -y �) A. S , / 11651 STERLING AVENUE, SUITE E RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION GRADING PERMIT HAS SUED. IV <!i APPROVED BY: 4� <<_1 RIVERSIDE, CALIFORNIA 92503 OF NEWPORT RD. & LINDENBERGER RD. A 1" COUNTY OF RIVER 3 1 A�11 I I �Q 6_1 /I- - ce) ­. (909) 785-5122 * FAX (909) 785-5180 IRON PIPE & TAG MARKED COUNTY IN CAP WELL MON. IP980001 SCHEDULE 99A99 z - 11 "I - 0-- THE PRIVATE ENGINE THESE PLANS IS RESPONSIBLE FOR C-0 -\- m C-D - LLJ m // / ASSURING THE AC ACCEPTABILITY OF THE DESIGN IN HEREON �' - .10 ml 33950 :_0 No. 25917 STREET IMPROVEMENT PLANS _7"� . - " I , I ?11'�_ - ti[__ i _ _ , __ - - - --- , t I I ____ -1 . I ������� =_j � : I I . I - II IN THE EVEN EPANCIES ARISING AFTER COUNTY APPROVAE C54 ,G-'T-b& DeZC17_ 7"1115 5114er ,CL'_A" 1A1r,6_,f1?-f ,06'61a,v __Zd..L_A. � Exp. 1 r-/)"" ,-,��_ __� AA" I Z/z '1015?9 , Exp 12/31/ 1 * ELEV.= 1425.152 7 C51- L3-5-9? Al"15C 40r _11AAF6 /' - .-,.,(o k - I PREPARED BY: R.C.E. N 0. 25917 SHTS OR DU UCTION, THE PRIVATE ENGINEER SHALL BE MARK %.0�AP PPR. 4 U;� CIV1\1 I 1_;�/__, � ,LL-_5_,_,,4,,,�,'�� DATE �7 (EXP. 12/31/01) CAMINO CRISTAL & CHAPARRAL DRIVE RES OR DETERMINING AN ACCEPTABLE SOLUTION AND BY DATE REVISIONS DATE If C-41 6�'�cq-e .e.-e,__z 4 ,-,O/-p - -7 2/ ,�,a,-r I civ- -,,�, SCALE: COUNTY - �E PLANS FOR APPROVAL BY THE COUNTY. I ENGINEER I COUNTY I UP CAO� 11 RECOMME14DED / I DATE I I RICHARD A. SCIANNI - - ___ _ I _TFILE No. 9/6- - Loz (e O� CAO�'3 1� ���a- '�`2�� DATE: 7-0--99 - H: 1'1=4Y$ _ V: 1)$=4' FOR: W.O. I 2SIP3.DWG/S:4 PROPOSED TOP OF CURB 20' LEFT OF (67 C.F.) FUTURE IMPROVEMENTS Of PER TRACT 25285-3 38.97 OC 26.38 VC 33.94 VC 50.00' V.C. o PI=33.63 PI=33.78 TRANSITION FROM 1.7% CROSS FALL 0 STA. 11+17.82 P.L=34.21 z PER TRACT 25285-1 (COUNTY APPROVED PLANS) TO m �4 �4 �4 2% CROSS FALL R STA. 11+97.20 o > U w > a > w o o `tz Sao m m �' m WL_ 0 0 0 O it UJI o � O m , w c� � 00 o 00 N U O O O O O O 00 U r7 00 O N N 00 Z O N (� ~ 00 + O r t + co 0 00 O O I- r7 co O O P O 0 N � 00 t\ � W O P7 1435 LT- + + in q:+ �+ r + 1435 LT M � PM M M M M M M �j r� O p ^ Q 00 p� � p �- M 'I" •p rj p M O �,rj ♦ � ♦ N$� CJ WM _ � K) + + • co //'FUTURE DESIGN • 0) ,,� o "�� ram ►'� � M � r�i � r�%i � o W --0_ M '`i ;° rNa --- `o tC14o _0.59% TAN. GRADE=0.50% ,,; M r� ''� r� 1.299; +v M -0.50% �'� M1.20% o N TAN. GRADE=1.48% DESIGN FS ® � PROPOSED TOP O F CURB 50.00' V.C. a 45.14' V.C. 3.94'OC-V LtJ P.I.=34.18 PROPOSED FI ISHED Z FUTURE IMPROVEMENTS _j P.I.=33.64 P.I.=33.83 25' LEFT OF (6`1C. - 1430 LT 1430 LT- w SURFACE AT m PER TRACT 25285-3 j o U (� U U U W O > a �i O I ® p a > w z w m W Q H m O X N 0 Z m O L j p Z o0 00 o � w � � 00 E► �^ OQ � W W z� Li O H to O 00 O O O 00 � O+ 00 J O L�O 00 N N - N C�m o + 000 N Z_ + O + + O M7 p CD L` li - W M L- 00 to 1.L L ^ r- M O 1435 v M ,r, P7 + M � K � � .� + . (OZ 0U) , N + U _ 1435 MM PO to tOZ � Ica m � O cvt\ + 000M# O + + + . to to P7 P7 to PM + O O� cp W P7 O P7eq te) ---0.50% _�� M Ki P M pr) PO PC N FUTURE DESIGN M o+ M o PO "�o m M - ►� ± -1.209' +o co Q -0.50% -0--5--07. P7 ►� -� =W M -0.59% O PORTION 50.00, V.C. FUTURE IMPROVEMENTS PROPOSED FI ISHED TAN. GRADE=0.50% TAN. GRADE=3.54% PER TRACT 25285 3 SURFACE AT 1430 �- P.I.=34.21 a , 0 � _j 0 33.94 VC - 1430 9- Q 0� "' S€E SHEET 6 ►� o L` SEE ® RIGHT L` � x 34.96' OC 0 PI=33.78 + ci `V FOR RETURNS (° m o- 0 FOR RETURNS o m 0 LU m U (� MPO L.i60 �'' 0rn c�'n N / / / ci c� o m � ^ P7O O mM WM � Z � m W m UCj U � O 0 � � 0 O o � � OO�j W� � � .* N � W > N p O H O M + O 00 O ^ ~ 00~ H H O U 00 � 00 N 00 W 00 W P7 co co+ .- ro d + O 0 00 N (0 _O ^ F- 00 � m ^ O O N U 1435 RT- o M N M M M _ + + .� + FUTURE DESIGN � It 4 to to + + r + o ° + M N 1435 RT M r g/ ►7 M M M 0.50% to M M t0 M + I� FZ 0.5�% M M PO V) '�"� M C14�3 + `p -0 0 N v r"i �_0 50� "� '`i + ,�,� 1.29% °'m 'q .5o% -0 0% M to -0.59% `i- +:D M � TAN GRADE=0.19% --~- AN. GRADE=-0.50% `-1.20% CROSS-GUTTER PROFILE CROSS-GUTTER PROFILE TRANSITION FROM 1.7% CROSS FALL ® STA. 11+17.82 1430 RT- PER TRACT 25285-1 (COUNTY APPROVED PLANS) TO _ 1430 RT PROPOSED TOP OF CURB PROPOSED- TOP OF CURB 2% CROSS FALL ® STA. 11+97.20 20' RIGHT OF (6" C.F.) PROFILE SCALES 25' RIGHT OF (67 C.F.) HORIZ. 1 "=40' VERT. 1 "=4' 32+00 33+00 34+00 35+00 36+00 37+00 38+00 10+00 11 +00 12+00 CONSTRUCTION NOTES 11 CONSTRUCT TYPE "A-6" CURB & GUTTER PER STANDARD NO. 200 (6"C.F.) INT. STA. 33+24.14 CAMINO CRISTAL 22 CONSTRUCT X-GUTTER & SPANDREL PER STD. NOS. 209 & 209A (W=10') STA. 10+00.00 OLD MANOR COURT AND PER DETAIL ON SHEET 1. Qs LINDENBERGER �CONSTRUCT SIDEWALK PER STD. NOS. 400 & 401. (W=6.0') 55 CONSTRUCT 0.25' A.C. PAVEMENT OVER 0.75' A.B. (CLASS II) ROAD 6�-APPLY ASPHALTIC EMULSION (FOG SEAL). 0 7 CONSTRUCT DRIVEWAY APPROACHES PER STD. 207. INT. STA. 35+67.36 CAMINO CRISTAL 9 7 SEE MS 37853 INSTALL STREET LIGHTS PER RIV. CO. STD. NO. 1000 (MODIFIED) AND PER IP 99003 COUNTY APPROVED STREET LIGHT PLAN. 55 WATT L.P.S.V. 8000 LU. �� = STA. 10+00.00 CHAPARRAL DRIVE w � � rm 10 REMOVE EXISTING BARRICADE 36+17.98 TRACT C) m 0D 11 INSTALL STREET NAME SIGN PER STD. NO. 816 0 J TRACT BOUNDAR (5 g5j BOUNDARY I I I o 13 INSTALL STREET TREES PER ORDINANCE N0. 460.53 9 �E � 25j / II w 16 INSTALL BARRICADE PER STD. N0. 810 �� SyS��yF�' 9 � �0�� �RPj j / I I II I + � � � �; � 17 COSTRUCT TYPE, "D" CURB ONLY PER STD. N0. 204 2 00 (MODIFIED TO 6 C.F.) �4ij ��• BARRICADE S 4 m RHMoNlED p / 7. + �� O o S 00, o TRACT 36+ 7.98 TRACT % / 3/4 99T C I I �t •3? 0 2 1 w 25285-3 OUNDARY � SN INT. STA. 11+91.20 CHAPARRAL DRIVE N = STA. 25+05.43 LINDENBERGER ROAD C) o 322�' 2 2 2 3 / �5gq° 36+16.88 E. -W.. _ /� �o ��l `� o y42'/�,s �,26�2 13 TYP 1 ///o+ NG��G� �9'� "' / %/ g I o N8142'18"W 4 H . ^�°` AC BERM � L-5 / UI � C�5475, 4 13 TYP. 4 2 4 32s 1 1 - 4.7 32/9FT C V o_ %j INT. STA. 35+67.36 CAMINO CRISTAL 1 3 Fc. r BERM 3`33 •�`�o L_ _ n 32 94 C - FUTURE IM OVEMENTS 3283FC, 3�Z� 3 64.75 L=64.75 q° / j - STA. 10+00.00 CHAPARRAL DRIVE -� N 3 � r L �� .0 33.58TC 32.SOTC (BY OTHER 9 10 ,� �O?Sg 33 �� 5 �� / 2 .� T 34.17TC `rS`s- 33.OSFL �44 c ° ssrc 32.00FL o \C ^� 32.73 S s 34.00TC 3.48FS ►Jo BARRIGpI IM JEMES / 20 F 2 C 3+f� D 1 ti 99 g / F.L. 7 .24' �c, tt+ 33.50 N88'11'16"W �c(Z UMCw_f4 R6 , RcAD �� SjR£�ECR ����6F�' F 4 ��, � s ��?°' STREET IMPR,,t, N jA A �. 3 _ 35+00 0 I- I / j / �/ ti y h F� 32.50TC E 3 1 5 6 �`O�� G 2 G ^� 5� M y°� •08 32.00FL 9 23 co ®� • 34.43' K � E.P10+43.14 CURVE: � �/� �S�RE� F J L=35.31' �j 18•259, a PROPOSED D VEWAY CUR VG DATA o B R. L-5 0 = L.A.' , ^'J 'I" �� Lg1 "AS=BUILT" 29 4 .8 (BY OTHERS h �9 N r rn / 6'• $ 3 35+24.71 g C R s, s, W AC g 0 DELTA RADIUS LENGTH TANGENT 10+38.82 E.C.R. Underground Service Alert = II 4 � � � � u K CONST UCTION CL BEFORE ,o c�z 13 TYP. �' °' S�C�� 2p' o^ N A 88'50'28" 25.00' 38.76' 24.50' G Call: TOLL FREE m' ® 27 _ / • 25 0 o �P c�"" w °' IOGNATURE ^ 60, 3 „� R RD (L 1 -800 0 0CD 2 + �, C.4 0 © 0'07'33" 520.00' 1.14' 0.57' 227-2600 �� /�J 6 2 5 ��, M�^/ � I C 85*15'50" 25.00' 37.20' 23.01' CO v q N� lD- 27-D f s� C 0 TWO WORKING DAYS M R R Ld ao RCS O 34'49'50" 500.00' 303.95 156.84' BEFORE YOU DIG 9 c7 ® /�ET ON C) EO 18'14'52" 520.00' 165.61' 83.51' 6 APART` SCALE: 1 40' v 6 + F 34'49'50" 480.00' 291.80' 150.56' 80*0719 25.00 34.96 21.02 SEE QPOfESp GER0' ' ' ' ' O6'28'58" 275.00' 31.12' 15.57' mo A. SC+ F,f, CS ROAD 01 89'15'58" 25.00' 38.97' 24.70' CIO �� 91 s MS 3753 ' ' ' W C 2591T t T SEE O 6 28 58 300.00 33.94 16.99 OWNER DEVELOPER ec EXPIRES - I P 9 9 0 0 3 8 K 6'28'58" 325.00' 36.77' 18.41' DIAMOND MENIFEE WEST 12/31/09 P.M.B. ® 30141 ANTELOPE ROAD © 6'28'59" 295.00' 33.38' 16.71' MENIFEE, CA 92584 NO CRISTAIA �! (909) 301 -6985 * FAX: (909) 301-9374 OF CHAPARRA DRIV OM 6'28'59" 305.00' 34.51' 17.27' Q(7 -2'- SCHEDULE "A" Q 180'00'00" 5.00' 15.71' NOTE: SEAL-COUNTY SEAL-ENGINEER WORK CONTAINED WITHIN THESE PLANS COUNTY OF RIVERSIDE - CSL ENGINEERING, INC . BENCHMARK: TRACT 25285- 1 SHEET NO. SHALL NOT COMMENCE UNTIL AN QROFESS/ON TRANSPORTATION DEPARTMENT QROFESS/p ENCROACHMENT PERMIT AND/OR A �O A, o �� �p o A. SN9� 11651 STERLING AVENUE SUITE E RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION COUNTY O F RIVERSIDE 3A GRADING PERMIT HAS BEEN ISSUED. t�`�` ��� T'yF� APPROVED BY: c���P`� �iy try RIVERSIDE, CALIFORNIA 92503 OF NEWPORT RD. & LINDENBERGER RD. A 1" yy z (909) 785-5122 * FAX (909) 785-5180 IRON PIPE & TAG MARKED COUNTY IN CAP WELL MON. IP98001 SCHEDULE "A" THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR CD Y m m Uj ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN IN HEREON. 33950 : N o. 25917 m ELEV.= 1425.152 STREET IMPROVEMENT PLANS IN THE EVENT OF DESCREPANCIES ARISING AFTER COUNTY APPROVAL CSL S Zi ,4S-BlJILT 0 0 * Exp. 6/30/06 * �7 7 �a ,� Exp. 12/31/05 OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE CSL 04/07/06 ADD SHEET 3A AS INTERIM DESIGN �' s DATE s PREPARED BY: R.C.E. NO. 25917 CAMINO CRISTAL & CHAPARRAL DRIVE OF 7 sHTs RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND MARK BY DATE REVISIONS PPR. DATE gTFOF ICA\\F ��\P gTFOF IVI� ��\P S' ES-153o05 SCALE: " " " ' REVISING THE PLANS FOR APPROVAL BY THE COUNTY. CA0\ DATE: 6 FOR: W.O. COUNTY ENGINEER COUNTY RECOMMENDED DATE RICHARD A. S IANNI H: 1 =40 V: 1 =4 DIAMOND MENIFEE WEST FILE NO. • JN618/04-07-06/618-1 SIP3A.DWG/S:40 0 :'lC fRW 4"OF 1 8' PC' X S G-J4PR0VItm8N._T8- IR ANS. T T� -4 0 3a! 0-c-7 '40 3al,E R. Ct 2811 ------IU_ t-29 36 0 D_ >Lj Ell 7 Iin, ------­---- ---- ------ TZ_ _ct AN5 FROM 6 QF-V7 r,.7, vr,----------- 7: 4-41 5- K 3 bi 7:74'! OG 00 2 TO & CF� 4aw vc.DO............. jo+ U)+- 4Z 1 J- -Z ZZ:LL: ----- ----1-A� i -�'z 7-Nt &- LU >....... IJ ----------------50%- e)E--N-TS-: ------------ O�-EXISTI G N.,�GRADE=� -0.50%IM!4�R ; Co i-- ----- Uj >kif ADE--= I----------- 0 -------------xi D: + LO p >-S D Nts __00 .0 ...........+7 i C i-0 W, s_ __ R F I ......... ----------0, - ----- I X, TTAN. G' -0.-0- RADE=1 tI ----------0 Af- L E OF IN PIR 29% V4 CRQWN It ........... -0 T4 112 2� O.c.- -------------- ------- -------------- ----------It+ T_�7777-+ P_ -9......--- --- -4 t4 14 29 -2 T ... .... -------------- --------RT -- _-........... ........1 K 0 IC_ ---- ---00i AL---POI-N. .:7�7 I K,N TIC 4-------- ------ ------------ ---------- ......LL_Ij + ------Q!Y--------------------- ---------- ---------------------------�O 0.w 00 C%4...... . .......14 3 RT IL ----------------------------------------- _7:7`'Im 0)C>0 i-OL---------- A,)E4 IIT0 -­----------_C0 'tN CN rRO E ED- ..... -------.......... F,",T, ­81-1 -Gf-7+ 0) (D 00';4 - ----- 0 0-R _T 70.8 0.G.'0-Z'A _C 1&17�4 00 __C0 4- _GR_AD TAV. -------------------------- --------------------- ------- - ------ ------- ----------------- --------------------------- -------------- --------- .......... ------- ------------------ -­­ ------------ co co --------­-:C ------- ------ -------- --- --- -------T 0 -- -- ------------- P-1 1,Op 0 R-10I UR-----------IM_to ..... -­-2 ....... RT t '0� 5()%... .............. ....... ....... F L 1,P­�­ ­:0 5�URB ROP 30---------- C.......... LES............. ------- ------HORI Z. 1 40' It----------------------- TVERT. 1 4 14+00 15+00 16+00 17+00 7+00 8+00 9+00 10+00 CONSTRUCTION NOTES 1 -CONSTRUCT TYPE "A-6" CURB & GUTTER PER STANDARD NO. 200 (6"C.F.) 9 Q 2 CONSTRUCT X-GUTTER & SPANDREL PER STD. NOS. 209 & 209A (W=10') AND PER DETAIL ON SHEET 1. 9 3 -CONSTRUCT ACCESS RAMP PER STD. NO. 403 WOODLEA LANE: 4 -CONSTRUCT SIDEWALK PER STD. NOS. 400 & 401. (W=6.0') C3 5 -CONSTRUCT 0.25' A.C. PAVEMENT OVER 0.75' A.B. (CLASS 11) LU Li _j C EMULSION (FOG SEAL). CD C6 rl LU [if 60' O-CONSTRUCT DRIVEWAY APPROACHES PER STD. 207. m Ln LO Uj of + U) C14+ 30' 30' INSTALL STREET LIGHTS PER RIV. CO. STD. NO. 1000 (MODIFIED) AND PER L4 CP + V)0) C-4i O' 20' 20' TREET LIGHT PLAN. 55 WATT L.P.S.V. 8000 LU. 10 REMOVE EXISTING BARRICADE 0, 6'15+75.88 Z 60 I_ 6 INSTALL STREET NAME SIGN PER STD. NO. 816 TRACT BOUNDARY ,��_ 0 0 ICD M 60 INSTALL STREET TREES PER ORDINANCE NO. 460.53 59 ZL 4 62 Ln r rn 11+57.77 B.C.R. REMOVE EXISTING CONC. "V" DITCH. +U) of C)l L=30.37'i 13+16.90 B.C.R. 1 =14,4' I63 A+ < 10 TYP. 'LbP\r- I D 01.7 5,, 41-1\1 ,N�/9 2D 4��F INT. STA. 12+00.10 WOODLEA LANE CD(DI E 9+00 N05 12'91" n3 STA. 10+00.00 PRELL COURT 58 LO 30.09T.C. -29.55T.C. A­1/ LLJ INT. STA. 17+04.11 TWIN ARROW CIRCLE - 9 �O.UU' 0�)(0.50%) 2 29.05F.L. 5 C14 (29.59F.L.)EXISTING IPAVEMENT if B STA. 12+70.64 KENTFEILD DRIVE 15+00 1 1 16+00 N89-28'44W It, I I - I- - -- (s . _q -a 3.69 co 128. 3' 4 C CD I 1 5 6 -9 CD 64 4 .L. T.C.I C.EXISTING CURB & GUTTER (0.50%) 4 29.69T.C. 29.90 2 1 2 i CD ' ...I.;.1 I : I L H C) LL:57 SCALE: 1 40' 1 12+25 4 I . C� 0 S/0 EXISTING SIDEWALK m Is 15 I6 b 0 20' 40' 80, 120' 160' 68 z Of Ile)3 ..w, < 259 7 UJ L= .50 -4-79 m 04 m 6 Cr. EXPIRES +Ll m 7 CD 0 12/31/09 + 3 30' 0) CN 20" 20' 111 OF 67+ <r LO I61 1 6 66 fe 01+ OF C CURVE DATA L2 Of 0 m I�LNTFIELD DRIVE 0 DELTA RADIUS LENGTH TANGENT /A\ B+01.1 3 89*36'49" 25.00' 39.1 O' 24.83' RADIUS POINT 92*34'29" 25.00' 40.39' 26.1 5' \D/ Underground Service Alert*'� 9 tFORE 30*1 7'09" 21 2.35' 11 2.25' 57.47' ,a 0 Call: TOLL FREE "ASm8UlLT* 86*30'00" 25.00' 37.74' 23.52' 1 -800 23*39'27" 320.00' 132.13' 67.02' TWO WORKING DAYS 23*39'27" 300.00' 123.87' 62.83' BEFORE YOU DIG TWIN ARROW CIRC PR COURT /7�\ 36*54'51 110.00' 70.87' 36.71' OWNER / DEVELOPER 7 -0 I /-Lj\ 86*34'32" 25.00' 37.78' 23.55' SEVEN DIAMOND BROTHERS, DIVERSIFIED, INC. aw 193*1 5'24" 38.00' 128.17' GALE AVENUE, SUITE 205 0 CITY OF INDUSTRY, CA 91748 (626) 912-0123 * FAX: (626) 912-7045 SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER CSL ENGINEERING, INC . BENCHMARK: SHEET NO. WORK CONTAINED WITHIN THESE PLANS 1)?IOFESS/o 3 SHALL NOT COMMENCE UNTIL AN ,2 TRANSPORTATION DEPARTMENT FESS/04�ENCROACHMENT PERMIT AND/OR A O/ _171/ A 11651 STERLING AVENUE, SUITE E RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION GRADING PERMIT HAS BEEN 1�;SUEU. APPROVED BY: RIVERSIDE, CALIFORNIA 92503 OF NEWPORT RD. & LINDENBERGER RD. A 1" COUNTY 0 F RIVERSIDE 4 61 (909) 785-5122 FAX (909) 785-5180 IRON PIPE & TAG MARKED COUNTY IN CAP WELL MON. Q_ IP980001 SCHEDULE "A99 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN IN HEREO 33950 m N 70 w No. 25917 m IN THE EVENT OF DESCREPANCIES ARISING AFTER C � eg s-z,-oq 4s-gall-r Exp. 6/30/02 Exp. 1 2/31/01 D ELEV.= 1425.152 STREET IMPROVEMENT PLANS 7 OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE 9-5--n 1qL0_V19,-_ V DATE PREPARED BY: R.C.E. NO. 25917 TWIN ARROW CIRCLE & PRELL COURT OF SHTS Tf� ED RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND MARK BY DATE APPR. DATE Clv�\_ 4 Ir-1 7/1 -f clv�\_ (EXP. 12/31/01) SCALE: FOR: COUNTY REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER REVISIONS COUNTY Of- C P,\_\� REC'0MMENIJED DATE OF CAO� DATE: -7-0-3-9 - H: V: W.O. IFILE NO. 916 --a RICHARD A. SCIANNI 2SlP4.DWG/S:40 . I __ - � - . - , i - .1 - ­-1 ­_­ - . 1 � � - ,- __­ --- i­ .1­1-_-_ I--_ ___1 7 I--- . I , I I I I I . � __ �­-- :--,- -,,'- ,,--1 --I-- --t- -r.1-711. ,�---_�:`- -i-_ ­­­ ____ , � _____� -- t--- - ,- __ � __ _1�___.,__-.-I�___-­_- - ___�_-,,-,I____ s_---,-w .-,- -- ---1- - I i 4 . I . - .- I � .,.I - -11, _1 I-I I�- I I I I - I-�,- I�- -- I ....�.........I-I� ;I�I � 11 - � - c -� 11-1 : : - �� : 4 I� I ,,, ,, I , ,.I I - - -- - t - ,i- �­ I'll - � I . - f . I � I � I : I :i i - I , x - � � -� � :�_ . I .-, � �i � . . : : 11 �. C �i .; � . . . . I I I . � I I - - ;- � I I� .� - . .- .- .� - � i , : � � ; � �.. -� .- �- - � � � - I -- ,.. . - , _� , -,, I I -1 4 __ I I—— - � � I . � I _. . � - i . �I I . 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A X, 5r" ;�_ I i - - - �.� - I - . 7 1 1 ;1� ?�, - C) - 1� ? -,- J16 1-1 m e - ,r - I / 1< (I ( ro 4 1 ,�,70 -7--- -_ \-I .1 DRAIN PLANS FOR i, CN 8 . \_��/ ) "O � - - _ _ _ K 00 .00 - - 01 5 f - b I JO.00 0 _ __ - ;j1t00 -�-�5.64' .. C) 200.1 0 _� I - � - , I . - 14+ D CONSTRUCTION INFORMATION AND DETAILS. N� �7'39" �01 206.A9' . �- 0 0 __ � I'D . _� n C. P �-7� RCP NOU '05'E 217.49 .. ct "5A, -%i-_ ,�_ 6, ev, � _�Q- � - - 'i,_ __�_ 1_1 I __ - � 0 8 ZL 72" RCP W. -(:) C14 D ,?,ym . � _.- -.- 2� . 'i - .- - - - / I n. . . 11 -1 ­ 1/16 ao 23., "", / ---i,-'�i-:,-:: ,--,?-,�i-._\\ '. - ______ _,_ __ 5 Ac - / Q 4y'- . . .. - N" - I I I . ill''.."-,-%:f,;�..- - . �� I � . 0 1 i �i . �, . .. . ­ 3 9 )I / ? ( di � . * 4 B.C. . . ) \ -1 I/ , , h.c., ;;4:* �_ 5i, 1 1 8.5 6 55��OO 11� I ; lz-9.52, - //.. 5--,0 ,+�Q(),A I 1 52 'CN ;J.- 35i, -�L , V .. / I 9 . � �I[ j - + 6 4 2.I , . - 4 ; _- "Z . E.C. / - 10,11, 9+57.E p 60' (6 � w �__ . �_ L- - 9. . 63�x- �, (5) U-) 81 13 TY . = iiii, "I _�._C­R- ,_ :... . . �i P- 1 I 11 0 + P, / ) 13+59-23 - .... �q 30' __j n _j 10 ., 8 /I r� r, .. � R-.C. r- . `iiiiiii! :� . E.C. I- 7-tl/ I . I ,ii � 8 � , - I ,?,,, 68 20' 1 0 ta Ln _A, �d - 11 U)ci� P� .� t -r . C3 .:-- 11 . LO � -99 60 1. - i.I C'4 Lj n 2: C) N � N ... , 4 (D 0 I. 1 6' . - -/:I L6 . -cn m , C) LOK 5 .... ZL , . .. . E.C. CV* 80 n __j 41 . . . 'S .0' .­ . C) I cz; ,:- DELTA RADIUS LENGTH TANGENT LD 55 \* 5 6 c:) z 5 8 n ; 0 q - - b m CN 0� II i Ln C4 1-t- . 0 M 9 M (.3 " ".,.,, C`iil 1 ' C) C14 L - = 1p I , + .... , r.i LLJ C3 ': __\ 83 zis � Lj 01 .,!,. - Z: Of C) C�6 (0 /A *1 1'57" 25.00' 36.30' 22.20 C__11-1 - - (�) U0 I . 2� RCP I Ln �__ 7-' Ln 69 \2j . + . :, Ln - -.4- � - . . C3 - . � + . 11 CD 11 C) 4 � 0 = C) 3:: q �2 0� (16 - /D\ 1 41 4'0 2" 320.00' 79.50' 39.95' 4 0 = C-31ii -4- \_0j LO �_ INT. ,. 12+70.64 KENTFIELD DRIVE KENTFIELD - '4- C->*l -`_ PRELL ��4 11 /_r,\ 86*34'32" 25.00' 37.78' 23.55' + WOODLEA LAN E (�) rl- 3-- \�L/ 0 = STA. 17+04.11 TWIN ARROW CIRCLE r--: - - DRIVE 1'r) ]I COURT n SEE 0 RIGHT IP 3: 0 DELTA RADIUS LENGTH TANGENT (0 - + 86*30'00" 25.00' 37.74' 23.52' ,_ Underground Service Alert W) SEE 0 LEFT t+ 1""') 91 88*09'34" 35.00' 53.85' 33.89' f ORE (�) 1 0*01'35" 330.00' 57.75' 28.95' �? , Q_ - I /'� C, 1 -800 (E� 85*59'57" 25.00' 37.52' 23.31' q INT. STA. 12+00.10 WOODLEA LANE \L/ 83*50'58" 25.00' 36.59' 22.45' = STA. 10+00.00 PRELL COURT /�7\ 21*08'1 7" 280.00' 103.30' 52.24' (_05� 92'50'26" 25.00' 40.51' 26.27' \�i/ I N=L_ . /_Lj\ TWO WORKING DAYS 1 0101'35" 370.00' 64.75' 32.46' \��/ 1 0*1 4'1 4" 110.00' 1 9.6 5' 9.85' BEFORE YOU DIG 9 88*09'34" 55.00' 84.63' 53.26' 0 108*41'02" 60.00' 113.81 83.63' OWNER / DEVELOPER K NTFI D DRIV ,. - '1� :., 01 1 0*01'35" 1 350.00' 1 61.25' 1 30.70' Q 08*05'56" 110.00' 15.55' 7.79' SEVEN DIAMOND BROTHERS, DIVERSIFIED, INC. - ] 92*34.29" 25.00' 40.39' 26.15' 18645 EAST GALE AVENUE SUITE 205 1 (D 1 21-08'1 7" � 300.00' � 110.68' � 5 5.9 8:' 0 CITY OF INDUSTRY, CA 9`1748 SCHEDULE "A:' _ Q 89*,36'49" 25.00' 39.1 O' 24.83' (626) 912-0123 * FAX: (626) 912-7045 /0-21-401 - = I ±Qm. SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER CSL ENGINEERING, INC . BENCHMARK: SHEET NO. WORK CONTAINED WITHIN THESE PLANS 4��� _� SHALL NOT COMMENCE UNTIL AN , �,iQFESS/O/V �, �,3FESS/0 I , TRANSPORTATION DEPARTMENT /V MIT AND/OR A P�- 0 ,< 11 A. s , 11651 STERLING AVENUE, SUITE E RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION GRADING PERMIT HAS BEEN IbbULU. <01 COUNTY OF RIVERSIDE 5 IV ­r /� APPROVED BY: �, <0- RIVERSIDE, CALIFORNIA 92503 OF NEWPORT RD. & LINDENBERGER RD. A 1" - - -Ir ;r'- IV 6) - I J I GO �� - �', ,,­- �2 - 6_1 (909) 785-51 22 * FAX (909) 785-5180 IRON PIPE & TAG MARKED COUNTY IN CAP WELL MON. z / I Q_ - _Z_ IP980001 SCHEDULE 9PA99 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR Z3 (..D rn ,�L C61- 15-4/-09 ,45-9211Z 7- /p/p I Lj m I '/ ,�F. Ld 11 m , I Z � m N. 01 33950 :_,0 I , � 7 cr_ No. 25917 :_0 ELEV.= 1425.152 ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN IN HEREO C6L f-16-9? 1A-1eV_x- 6r,e_c6-7_ Z14AIr .01 - 1�k__ . 7 z".,/"9 STREET IMPROVEMENT PLANS - IN THE EVENT OF DESCREPANCIES ARISING AFTER COUNTY APPROVAL ?m Y4 4 * Exp. 6/30/02 * /_�__±4� - , __Z_ ./ .1 � * Exp. 12/31/01 * - OF 7 SHTS OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE C& .0-y-79 R1 C V16 e ,�io 7'Z1,o VeS si t z Ls) � I-�e__,_eV"_-- DATE PREPARED BY: R.C.E. N 0. 25917 , KENTFIELD DRIVE & WOODLEA LANE I-,- - - , - - - 11 � I I - .. 7rn-m I I I ij�r , - I 7) J1Z ;_ - �_- I - __ __ I , ) -,(( , I E ,_ - 1, A 0)-t . 1 � - _v -4 .. ..1.1 , , %!I� 1. I ���=� , , ",_ - ix-f I I "�� 4 1 1 - ____ 50 t I - ! � ;:�o i w 'l. �� EID I �, I , �, 4 I /11'�� i I I ia 0 r I t� , I I I 1� - I . I 'I- . 1!!!� RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND MARK BY DATE PPR. DATE CIVI\- )�t 11�L 11 n-e r--,'-% ,,-'a,.,­a, I ::�7 - (EXP. 12/31/OfF- SCALE: I I . Z;�f,q I't /� REVISIONS - ()p CA E%z e / " � FOR: W.O. COUNTY L I REVISING THE PLANS FOR APPROVAL BY THE COUNTY. I ENGINEER I Or- C I mr- I - " OF- CA)_\��' ���Cz�? -> S­'-�� DATE: 7-0-99 H: 1"=4T V: 1"=4' . FILE NO. !q o FE0­6 NTY I C001ENYED DATE t I RICHARD A. SCIANNI I I I .m.0,U It 82S1P5.DWG/S:40 .. I --- ____ - __ --,---------- __ _ ____ _____ . I­­ -- I RIVERSIDE COt....TY FLOOD CONTROL AND WATER STORM'DRAIN IMPROVEMENTS FOR TRACT �100= 23.8 C.F.S. IN PIPE UNE "C" (� SHEET 2) Q100= 75.0 C.F.S. IN PIPE CONG; BULK.iHEAO Q100= 68.3 C.F.S. IN PIPE Q 2 � LINE "A" (SEE SHEET 2) -� 35' DRAINAGE EASEMENT C.B. NO. AC.B. A-4� Q100=8.2 C.F.S. Underground Service Alert ORE y0 G Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG -rR.,r/-\ C/T 2 E3 f- 2 NI i MI I 1 Ni Q100=97.7 C.F.S. Ni IN PIPE \ i Ni 52 51 50 49 1 / 2 C.B. NO. A-2 Q100, 0.8 C.F. I100=102.3 C.F.S. LINE "A" IN PIPE, I (SEE SHEET 2) I � I � I I i I I � I O 0: J 4 5 6 54 _ ... " 1g^ _ KENT IELD _ QIRIVE 30^ 72^ 3^ 1 C.B. N . A-3 24" C.B. NO. B- 24 8 F 100=4.9 C..S. Q100--10.1 C.F.S. p V 80 55 1 56 1 57 158 59 0 � g 0 62 61 60 ic 79 rc 63 10 78 C0111RT 4" 64 � 11 77 68 12 65 C.B. 0. - 3 Q100' 3 C.F.S 18 1 76 67 69 6 6 24" oa�v� 75 70 MENIFEE VILLAGE DIAMOND BROTHERS II-B Q100=122.9 C.F.S. IN PIPE 20' DRAINAGE MAINTENANCE NOTES EASEMENT )100=132.9 C.F.S. LINE "A" WILL BE MAINTAINED BY R.C.F.C.D. RLINES IPE "A-1 A-2 , " " " "A-3 "A-4 " , AND CATCH BASINS -' WILL BE MAINTAINED BY COUNTY OF RIVERSIDE C.B. NO. A-1 TRANSPORTATION DEPARTMENT. Q100=10.2 C.F.S. LINES "B", "B-1", "B-2", "B-3" AND CATCH BASINS WILL BE MAINTAINED BY COUNTY OF RIVERSIDE )100=22.0 C.F.S. TRANSPORTATION DEPARTMENT. IN PIPE LINE "C" WILL BE MAINTAINED BY COUNTY OF RIVERSIDE LINE "B" TRANSPORTATION DEPARTMENT. (SEE SHEET 3) Q100=12.7 C.F.S. IN PIPE 6. NU. D-L 00=1.5 C.F.S. . N -4 45 74 71 Q100=9.9 C.F.S. �. 43 44 �c�' 14 13A 73 72 Q� 15 42 Clio 37 41 40 39 38 i NOT A PART 16 r r-rUF�r _fRAr r 2 -5M- P 17 36 35 / 34 33 18 19 20 21 22 23 24 32 27 31 2g/ 30 29 26 25 ICLC G V v� OWNER DEVELOPER SEVEN DIAMOND BROTHERS, DIVERSIFIED, INC. LINDENBERGER ROAD 18645 EAST GALE AVENUE, SUITE 205 CITY OF (6 6) 91INDUSTRY,01123* A FAX17(626) 912-7045 NOTE, WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A INDEX MAP GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN IN HEREON. 1 "=100' IN THE EVENT OF DESCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. SEAL -COUNTY COUNTY cF RIVERSIDE SEAL -ENGINEER CSL ENGINEERING, INC. TRANSPORTATION DEPARTMENT -- �P 11651 STERLING AVENUE, SUITE E �' ° APPROYM BY: A� RIVERSIDE, CALIFORNIA 92503 (909) 785-5122 * FAX (909) 785-5180 �. �� � 7/ t4/�i4 � r�.» 2�a� * * Exp1p DATE �' R.C.E. N0. 17 or Gt (30� �/N � ?�i�r '7 R y9 Ar �s'c-�a,_,... EXP. 12 31 Ot RECOMMENDED ��' f'- DATE RICHARD A. SCIANNI DATE: 7-Z-99 /1/IAIf TnI 1/1T [`TAAI 36" C.M.P. C.M.R 0 o� �z® a fN�F ROAD PROJECT z ff SITE Q LINDENBERGER RD. o VICINITY MAP NOT TO SCALE SECTION 36, TOWNSHIP 5 SOUTH, RANGE 3 WEST BENCH MARK REVISIONS RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION OF NEWPORT RD. do LINDENBERGER RD. A 1" IRON PIPE & TAG MARKED COUNTY SURVEYOR IN CAP WELL MON. 2 REV/SE awq OF z11VE ;q " REY/SE CoT L/MES ELEV.- 1425.152 REF. I DESCRIPTION CONSERVATION 25285-1 DISTRICT NOTICE: THE CONTRACTOR SHALL NOTIFY THE DISTRICT IN WRITING A MINIMUM OF TWO WEEKS BEFORE BEGINNING CONSTRUCTION, AND SHALL NOT BEGIN CONSTRUCTION BEFORE OBTAINING AUTHORIZATION TO PROCEED. -I r10" -R" 12" 8" " #5 BARS 0 12" O.C. EA. WAY 3p #DIA LAP 30 #DIA LAP 2" CLEAR 4 CLEAR (I 24" 15" I I 2-#5 BARS 3-#5 BARS 48' 3A DIA. LAP 12 0 = SPACING 2 CLEAR #5 BARS 0 12' O.C. r,_ E�,CH WAY 12" 3 CLR. #5 BARS 0 12" O.C. CONT. BAR W/ 90- BEND WING WALL AND REINFORCING DETAIL y2ss 4- 5 BARS 0 30- FROM �40 TO30 6" 12 HO Z. 6 CLR. C =,-�� to 24" F 9 24' 24" / 48" 18.50 INV. O.D. OF PIPE 72 PIPE END VIEW C, GENERAL NOTES 1. ALL STATIONING REFERS TO CENTERLINE OF CONSTRUCTION. 2. ALL CHANNEL/STORM DRAIN REFERENCES AND CROSS SECTIONS ARE TAKEN LOOKING DOWNSTREAM. 3. STANDARD DRAWINGS CALLED FOR ON THE PLAN & PROFILE SHALL CONFORM TO R.C.F.C. & W.C.D. STD. DRAWINGS, OR CALTRANS/CITY/ COUNTY STANDARD PLANS. 4. ELEVATIONS AND LOCATIONS OF UTILITIES WERE OBTAINED FROM AVAILABLE INFORMATION AND ARE SHOWN APPROXIMATELY ON THESE PLANS. 48 HOURS BEFORE EXCAVATION CALL UNDERGROUND SERVICE ALERT AT 1-800-227-2600. ALL UTILITIES SHALL BE PROTECTED IN PLACE EXCEPT AS NOTED ON PLANS AND SPECIFICATIONS. 5. THE CONTRACTOR IS REQUIRED TO CONTACT ALL UTILITY AGENCIES REGARDING TEMPORARY SUPPORT AND SHORING REQUIREMENTS FOR THE VARIOUS UTILITY LINES SHOWN ON THESE PLANS. 6. ALL OPENINGS RESULTING FROM CUTTING OR PARTIAL REMOVAL OF EXIST. CULVERTS, PIPES, OR SIMILAR STRUCTURES TO BE ABANDONED, SHALL BE SEALED AT BOTH ENDS WITH 6" OF CLASS "B" CONCRETE. 7. STREET RECONSTRUCTION SHALL BE 0.25' TYPE 'B' ASPHALT CONCRETE OVER 6" AGGREGATE BASE OR IN KIND, WHICHEVER IS GREATER. 8. ALL RECONSTRUCTION, RESURFACING AND PAVEMENT DELINEATION, CURBS, SIDEWALKS AND OTHER IMPROVEMENTS ARE TO BE RECON- STRUCTED IN KIND AT THE SAME LOCATIONS AND ELEVATIONS AS . THE EXISTING IMPROVEMENTS, UNLESS OTHERWISE NOTED. 9. CAST -IN -PLACE CONCRETE PIPE SHALL BE USED AS AN ALTERNATE TO R.C.P. WHERE SPECIFIED ON THE PLANS, AND SHALL COMPLY WITH RIVERSIDE COUNTY FLOOD CONTROL DISTRICT STANDARDS FOR C.I.P.P. WITH ABRASIVE MATERIALS IN THE FLOW. Fc =4000 P.S.I., THICKNESS TO BE AS SHOWN ON PLANS. 10.JUNCTION STRUCTURES SHOWN ON THE PLANS ARE FOR REINFORCED CONCRETE PIPE. THE FOLLOWING SUBSTITUTION SHALL BE MADE FOR JUNCTION STRUCTURES FOR USE WITH CIPP: a. - A JUNCTION STRUCTURE NO. 4 (JS229) SHALL BE REPLACED WITH EITHER A JUNCTION STRUCTURE NO. 2 (JS 227) OR A TRANSITION STRUCTURE NO. 3 (TS 303). b. - A JUNCTION STRUCTURE NO. 2 (JS227) SHALL BE REPLACED WITH A TRANSITION STRUCTURE NO. 3 (TS 303). 11. STANDARD DRAWING NO. JS 227. JUNCTION STRUCTUERE NO. 2. WHEN USED WITH CIPP SHALL BE MODIFIED TO INCLUDE CONCRETE BACKFILL 1 FOOT OVER THE CIPP. 12. AT THE END OF ALL POURS AND AT THE END OF EACH WORKING DAY, THE CONTRACTOR SHALL INSTALL #4 DOWELS 24 INCHES LONG, 12 INCHES INTO THE LAST POUR AT 12-INCH CENTERS AROUND CIRCUMFERENCE OF CIPP. CONSTRUCTION NOTES &:-CONSTRUCT HEADWALL PER DETAIL HEREON. _ INSTALL 72" R.C.P.' (1500-D) OR 72" C.I.P.P., T=7" 3� CONSTRUCT JUNCTION STRUCTURE NO. 4 PER STANDARD DRAWING NO. JS 229. 4a- CONSTRUCT MANHOLE NO. 2 PER STANDARD DRAWING NO. MH 252,L=7.34'. 55 CONSTRUCT MANHOLE NO. 2 PER STANDARD DRAWING NO. MH 252,L=7.84'. 66 INSTALL 54" R.C.P. (1500-D) OR 54"C.I.P.P., T=5 1 /2" (7 -INSTALL 36" C.M.P. II U. II � BEGINOPIPE AND I I NOINALL1361'N R.C.P. P.(1 DRAIN. OD) OR 36" C.I.P.P., T=3 1/2" II FACE OF HEADWAL y I 11 INSTALL 30" R.C.P. (1250-D) OR 30" C.I.P.P., T=3" 12 CONSTRUCT TRANSITION STRUCTURE NO. 3 PER STD. DWG. 18.8 I I 18.8 NO. TS 303. (A=45.8% B=24", C=5.09', D1 =24", D2=30" F.S. 11 F.S. ELEV. "R"=21.40, ELEV. "S"=20.62) 2-#5 BARS 30 DIA. LAP 13 INSTALL 24" R.C.P. (2000-D) 14 CONSTRUCT MANHOLE NO. 1 PER STD. DWG. ..:i:8:50•.. oy :.: :•.: •>-•:.::. .: .rl�v. ;: :..-•:..:.:'. NO. MH 251 15 -INSTAL18" RCP :• : ; . #5 BARS 0 12" 0. C. 16 CONSTL CONC. COLLAROPER STD. DWG. NO. M 803. :. .q, .: .:.: ; i • :: :; .' .:::. ::.:: :.. ` "M1' ::: PER REINFORCEMENT DETAIL BELOW 17CONST. CURB INLET CATCH BASIN (W & H PER PLAN) is 46 ;' eb PER COUNTY OF RIVERSIDE TRANSPORTATION DEPT. :..16 .. F.k...... !': STD. NO. 300, LOCAL DEPRESSION PER STD. NO. 311. INSTALL 24" R.C.P. .....k..s•._...�.:...•.•::. .:•.;•.: ,.:::.`:.. .:.:•.:.;•... .....::..., :..::.�.:"• 0+55.00 18 (2000-D) OR 30" C.I.P.P., T=3" 4 -s�, BEGIN HEADWALL 19 INSTALL 24" R.C.P. (2000-D) OR 24" C.I.P.P., T=3�� INSTALL 72" R.C.P. (1500-D) PLAN VIEW INSTALL 54" R.C.P. (1500-D) ee CVAIS77 Conk. BULKHEAD PER STP PWO. MO, M B/6 SHEET INDEX NOTES FOR WING TYPE HEADWALL CONSTRUCTION: SHEET NUMBER 1. HEADWALL SHALL BE CONSTRUCTED USING CLASS A CONCRETE. 2. REINFORCING STEEL SHALL BE DEFORMED #5 BARS. 2" MINIMUM TITLE SHEET ...........................1 CLEARANCE. LAP ALL STEEL 30 DIAMETERS MINIMUM. PLAN & PROFILE ........................2 & 3 3. ALL EXPOSED CORNERS OF CONCRETE TO BE ROUNDED TO 3/4" RAID. 4. SLOPES ADJACENT TO HEADWALL SHALL NOT EXCEED 2 TO 1. R.C,F.C.D, STANDARD DRAWINGS 5. HEADWALL SHALL BE MONOLITHIC. HEADWALL DETAIL JS 229 JUNCTION STRUCTURE NO. 4 --COLLAR 1 M 803 CONCRETE N.T.S MH 251 MANHOLE NO. 1 MH 252 252 MANHOLE N0. 2 THE FOLLOWING ITEMS ARE TO BE INSPECTED AND MAINTAINED BY RIVERSIDE TS TRANSITION STRUCTURE N0. 3 COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT: LINE "A" 72" PIPE FROM STATION 1+00.00 TO STATION 5+86.75 AS SHOWN ON SHEET 2 of 3. RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT STANDARD DRAWINGS 54" PIPE FROM STATION 5+93.75 TO STATION 8+04.83 AS SHOWN ON SHEET 2 OF 3. 300 CURB INLET CATCH BASIN 311 LOCAL DEPRESSION DUPLICATE OF ORIGINAL - DO NOT REV1t%.r_p,,,q,,,,,, RIVERSIDE COUNTY FLOOD CON TRO PROJECT NO. AND T.M. N0. 25285-1 CFD� 86-1 wAT C NSE ATION DI SALT CREEK 4-0-0146 DESIGNED BY: J.J.L. ECOM NDE OR APPR V BY: KENTFIELD DRIVE -STAGE 01 DRAWING NO. DRAWN BY: M.S. STORM DRAIN IMPROVEMENT PLANS 4-750 PLANNING E G CHIEF ENGINEER SHEET No. -z2 DATE DRAWN: 1 O 98 �/�7 DATE: II IIzl44 TITLE SHEET DATE DATE: CHECKED BY: R.A.S. 1 OF 3 R&AU Q JN482/06-25-99/482SD1.DWG/S:50 0 r^ nr 4 ---------- . ..... - --- - ------ --- ------- -­ - -- ------- . .... ..... ------ ------- ------- - ... . ......... - --- - ------ ------- -TO- t --------- ---- - ----------- i 1430 ......... ---- - - ----- ............ L .......... . .. .161,16 - --------- -- - ------- - - ----- --------- --- --------- - -- --------- --- ............. "==NOW" RINWANNI ---- - -------- ..... ..... ..... . .... -------- --- . . . . . . . . . . . . . . . . . . + 4 -------- ....... ... ..... 4 ---------- . ....... .. ------ . ..... ... t ------------ .... . . ...... ---- ------ ... ...... .. Cm ........... ... W;1 - ------ . ....... . . ------------ .. . ...... - ----- --- C4 ...... f) -- - -------- ------- 1420 ---- - - +. ... ........... . ..... ... .. --------------- L---------- --- - ------- �__/ ------------ 7­ ----------.... ...... ------------- ------ - --- --------_----- 14 30 V A---------- ----------- -- ---- ------- ---- - --- - - ----- ----- ...... . ------ ------------ ...... . . .... ------ - --- ---------- ------ ....... ..... .... - ------ ...... .... !7 92 NMI i�mmmmmm -- -------- -- ------ ----- 'y ::HGL.' ------ - ----- t ----------------- --- ---- --- ......... ......... + ---------- IL ------ ----------- --- ------- --- 14 .. ........ RCP ... . ...... 142 0 -1k0Rt7CA'; --r ----------- - ------ - ------ ------- t -------- --- Try IT( ....... ... - -------- 7-- - + t ---- -- - ------ ---- - --- ---------qw 1430 ------------ CM31 IT I .......... . . .. ........ 00 411- -- ---- - - --------- -------LL. -- ------- ------ T T Lu Z' T, ---------- ---------- - -- --- -------- - -- ---- ---- -- ---------- - -------------- 4 ---------- --- -- --- ------- --- -------- ----- 4­ -------- 4 ---------- ........ .......... ---- - ---------- ---- -------- - -------------- ----------- - ....... . . ....... 27) ------- ------- - --- Lp . .... . . S_ L ....... . ... .. . ..... 142 0 ----------- _A4 4=-- ....... ....... .... . ... ... . ...... . .. .......... ------ - ---- - --------- ---------- _IL L------- LLJ V) A mumom - ...... ------ - ..... ..... ------------------- ------ ---------- ------------- A-L . ......... .. ...... ... ------ --------- - + - - --------- - ------- . ...... - ------ ---- . . ....... . . -- --------- - ------- --- - ------- - -- - ------ .... . .... ------- --- -------- . . ..... ----- -------- --- t .. . ...... . .. . ....... . . ......... n ....... - - ---- ------------- -1 -------------------­----- . ........ . -------- ------- ....... - ---- - - ----------- . ... . ....... .. ------- jL I A 11k] ------- ............ - ------ - PROFILE SCALES . .. .. ..... "=50' RTAT ----- ----- .... . .... . -4 H 0 RIZ. 1 ------------- . . .... .... ............ ... VERT. 1 5' R. Q_ R.- - ------------- -- - ------......... HORIZON: 1"=20' VERT: 1"=5 ------------- TO BE MAINTAMED BY 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 _L8+ 00 31+00 32+00 33+00 R W R/ N 30' 30, C14 Cn 4 C-5 CN C_$ m ui 5 3 ;t + C14 4=0 U-) uj Ln w It CID CL 111 E: C� M CID EAST. GROUND 7' 1 6' 6 C14 WOOD LEA 9 R,'\-C-F -C < LO V) V) LANE CN o4 C-4 CA LINE xBw IZ KENTFIELD DRIVE U, V) -4 _: 0 < CAD 0 LO 00 < TRACT BOUNDARY�TRACT 25285-1 8" WATB1 NISHED SURFACE CONSTRUCTION NOTES CONSTRUCT HEADWALL PER DETAIL ON SHEET 1. LINE A 1 Lo + n C3 ;E 2 INSTALL 72" R.C.P. (1500-D) OR 72" C.I.P.P., T=7 (D- 3 CONSTRUCT JUNCTION STRUCTURE TE: LOT 82 IS N**42'21OW 58 57 56 55 C4 72" STORM DRAI 0'--­fI' NO. 4 PER STANDARD 18 i 20.60' 06 C.3 SEWER DRAWING NO. JS 229. (D-CONSTRUCT MANHOLE NO. 2 PER STANDARD DRAWING LOW FLOW GUTTER PER D AINAGE LINE A—Yr�! 8 1 PROTECT C=O EXISTING POWER NO. MH 252,L=7.34'. GOLF COURSE PLANS. 0 CURB E C N42-53'45FW �331V �1 (0 52 -u POLE w) IN PLACE TYPICAL SECTION CONSTRUCT MANHOLE NO. 2 PER STANDARD DRAWING 68' SEE PROFILE ON SHEET 3 18.56' 55.00' 55.00' L=35.18' L�31 21 it io EADEISMOENNrIT 15 LO LINE "A-4 5 ON KENTFIELD DRIVE NO. MH 252,L=7.84'. (�6)-INSTALL 54" R.C.P. (1500-D) OR 54" C.I.P.P., T=5 1/2" 23, 64. 4' -6 SCALE 1"=10' INSTA LL 36" C.M.P. THIS CHANNEL TO BE MAINTAINED BY t PRIVATE PROPERTY OWNER ON FILE WITH THE TRANSPORTATION PER LETTER 77.1 2 NW08'06*E 217.49' - Am 1 U-0 85. 6 SCALE: 1 10 9 JOIN EXISTING STORM DRAIN. u NO1*42' 18W , — T+Z DEPARTMENT DATED 5-8-98. 2 - — - — - 15 10 INSTALL 36" R.C.P. (1250-D) OR 36" C.I.P.P., T=3 1/2" (EARTHEN CHANNEL PER APPROVED 13 13 INSTALL 24" R.C.P. (2000-D) ROUGH GRADING PLANS TRACTS 25287, -1, -2, AND INTERIM SOUTH FINGER FOR -3, & -4 CHANNEL.) 7 u0_ =2 '0 1*411' /1 91 R+11-12 PRC I 0 51 10' 20' 30' 15 INSTALL 18" R.C.P. (2000-D) CONSTRUCT CONCRETE COLLAR PER STD. DWG. M803 C ;f� CONSTRUCT CURB INLET CATCH BASIN (W & H PER PLAN) "A-2" 8' SEWER 53 PER COUNTY OF RIVERSIDE STD. NO. 300, LOCAL IRA T BOU RY 160' LINE 20' H 32+42.33 P.R.C. DEP A Al (EAA DEPRESSION PER STD. NO. 311. 20 6 30' 1 30 3 N56*09'58*E 20.16' NT. INSTALL 72" R.C.P. (1500-D) Rj N 36 R 1 9'Q' 2P' I ZQ' SEE PROFILE ON SHEET 3 C> wr 5 4 10 n LINE C � A -A 21 INSTALL 54" R.C.P. (1500-D) A 22 zz 0,VS-r C0AX. IAeAP P*W S-m Pova mo. m 2 a/cp VARIES S-6' EAST. GROUND 6' V3 2 TWIN ARROW Ln 61 t\ W—SEE ABO%`E RIGHT FOR PROFILE THIS STORM DRAIN LINE WILL BE EXTENDED IN THE FUTURE TO PICKUP CURVE DATA CID Cd CIRCLE V3 11 G Ae THE DEVELOPED FLOW. ;t -r,R A 31: rn � 32+ 1. ?z EC- 5 4 I's DELTA RADIUS LENGTH TANGENT C 'to w eL C14 M m .1 LO 16 I L 00 32+ '12 56 N EXISTI s M RA14 10 1R@A= — /A\ 33*46'14" 90�00' 53.05' 27.32' 12' SEWER WATER (:�'36 99A99 + C5 C� PER IRACT 25 7-2 EDISON EASEMENT FINISHED SURFACE STORM DRAIN LINE Q:0 m �) m m 1 10 1 nB 31'55'47" 90.00' 5 0.16' 25.75' CN C14 6 a 1 C36 * �z 33+02.56 S.D. STA. rUnderground Service AlerO TYPICAL SECTION Lei Vi C3 C" A EXISTING 36" STORM DRAIN 0 TRACT BOUNDARY 10-01'34" 344.00' 60.20' 30.18' ON CAMINO CRISTAL NOTE: SEWER CONTRACTOR SHALL INSTAL FLAT Ol- 17 26*01'39" 45. 00' 20.44' 10. 40' SCALE 1'=1V SCALE: 1"= 50' K'S AND RUN THE SEWER LATERALS 0 2.0% UNTIL PAST THE 72" S.D. JOE 29*07'02" 45. 00' 22.87' 11.69' 1-800 SCALE: 1 "= 10 1 V 0 2 J�fl 53*06'26" 45. 00' 41.71' 22.49' i5' �0' 160, 1 k, 200' _rRACT 2-32EE37-2 Op 04*42'10" 594.0 1 48.75' 24.39' BEFORE YOU DIG 0 51 10' — 20' 30' q 6 0 0 0 1 5 1 p *1 9'48'27" 45.00' 46.97' 25.88' SEAL -COUNTY I 0 TRANSPORTATION COMM OF MWrAK DEPARTMENT APPROVED BY: SEAL -ENGINEER CSL ENGINEERING, INC. ARK RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION OF NEWPORT RD. & LINDENBERGER RD. A 1 IRON PIPE & TAG MARKED COUNTY SURVEYOR IN CAP REVISIONS RIVERSIDE WATER CONSERYATION AND DISM T M. NO. 25285-1 CFD# 86-1 SALT CREEK KENTFIELD DRIVE —STAGE 01 PROJECT NO. 4-0-0146 11651 STERLING AVENUE, SUITE E RIVERSIDE, CALIFORNIA 92503 (909) 785-5122 FAX (909) 785-5180 DESIGNED BY: RAS DRAWING NO. EW. 6/30/02 046. 2W7 WELL MON. STORM DRAIN IMPROVEMENT PLANS PREPARED BY- R.C.L NO. w DATE, w Re 49'#P OF z //Vs_ 114 RAWN BY: ms EVNEER EE LINE "A": STA. 0+68.00 TO STA. 8+04.83 711 11 A 'z. - (EXP. 12/31 /01) ,,� a - DAT_- 7-7-99 ELEV.= 1425.152 DATE DRAWN: 10/98 DATE: DATE: LINE "C'I STA. 31+65.22 TO STA. 32+92.5 SHEET NO. I ArYIS 10711NF9 0!=.;- REF. DESCRIPTION IAPPR. DATE RECOMMENDED DATE RICHARD A. 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PROFILE SCALES ------ - -- ------- ------ - ------------ ­ ------ ---- ------ - ------ - - ------- ------ - --- - - ------ - ------ r ------ - ------ HORIZ. 1 5 0 7 ----- -- ------ --------- -- ---- ------ --- - ------- -------- I - ------ ------- ---- - ----- - - - - - - - - - - - - ----- ----- -- - ----- --- - ------VERT. 1 - - - ------- ------- ---- - ---- HORIZON: 1 20' 1+00 2+00 3+00 4+00 5+00 VERT. 1 "=5' TO BE MAINTAINED BY m U") q= TRANSPORTATION DEPT. -r- cc 12 C) f-i Cj Lci C3 C� 00 C�l C) C-4 ad + 0- + Cj = i� M - C) LLi - x r- CD m 11 Q*j L) T Ln R 311 R < C3 - -:x: N r.� C'4 CjO _\A111 -b m + LINE "B -2" C.3 n C5 B- �0 N05*00'17*E 29.97' :z 91 6 6. FINISHED SURFACE—) L-0 m 1 3 1 7 8 L-0 __4 11 9 10 1 1 8' WATER EASI GROUND 13 6 Ll 4 19 CONSTRUCTI ON UQTES 24' STORM DRAIN 0,---B' SEVER 42.89- 55.00' L--62.7 1 4 11 INSTALL A B. 1 5 01 18 =300. U-0 30" R.C.P. (1 250-D) OR 30" C.I.P.P., T= 3" TION STRUCTURE NO. 3 PER STD. DWG. NO. TS 303. (A=45.8*, B=24", C=5.09', Di =24", D2=30" TYPICAL SECTION I CeBLEA I A L L= 110.6 ELEV. "R"=21.40, ELEV. "S"=20.62) ON WOODLEA LANE INT. PIPES 'B' // 1 15 13 INSTALL 24" R. C. P. (2000-D) &/"�_ e7�1+00.00 LINE A. WQ W 14 CONSTRUCT SCALE- 1*=10! 1+90.29 LINE 'A' MANHOLE NO. 1 PER STD. DWG. SCALE: 1 "= 10' 5 60.9f, 15 INSTALL 18" RCP (2000-D) .57 r I C 0 69 CONST. CURB INLET CATCH BASIN (W & H PER PLAN) 9.60 1 I // 18 Ln , , PER COUNTY OF RIVERSIDE TRANSPORTATION DEPT. STD. NO. 300, LOCAL DEPRESSION PER STD. NO. 311. 0 26' 30' 40' j, . q - 68 18 INSTALL 24" R C. P. (2000-D), OR 30" C. I P P. T= 3- 59 60 LINE B-3 . . . , INSTALL 24" R. C. P. (2000-D), OR 24" C. I P. P. T= 3" 4 . , LINE "A" LINE B-1" N66*50'24"W 20.16' N30*46'M W 18.38' KENTFIELD DRIVE t'� PRELL COURT V) PC A 0' 7 m CURVE DATA C6 rl- A Underground Service Alert + 0 eel DELTA RADIUS LENGTH TANGENT SCALE: 1 50 C6 LINE 991399 30'45'03" 45.00, 2 4. 15' 12.37' 1-800 1 17 r 15*09'12" 45.00' 11.90' 5.99' 0 25' 50' 100, 150' 200' 21 *08'17" 306.00' 112. 89' 57.10 TWO WORKING DAYS BEFORE YOU DIG 1 p tr CY Boot) 1 39*26'41 45.00, 30.98' 16. 13' SEAL -COUNTY COUNTY OF RIVERSIX SEAL -ENGINEER CSL ENGINEERING, INC. REVII.SIONS RIVERSIDE COUNTY FLOOD CONTROL T.M. NO. 25285-1 CFD# 86-1 PROUECT NO. 33M TRANSPORTATION DEPARTMENT RRQVED BY. Aff A. 52 No. 25917 RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION OF NEWORT RD. & LINDENBERGER RD. A 1* IRON PIPE & TAG MARKED COUNTY SURVEYOR IN CAP WELL MON. AND WATER CONSERVATION DISTRICT SALT CREEK WOODLEA LANE. STORM DRAIN. IMPROVEMENT PLANS 4-0-0146 11651 STERLING AVE -NUE, SUITE E, RIVERSIDE, CALIFORNIA 92503 (909) 785-5122 FAX (909) 785-5180 DESIGNED i3y: RAS ED FOR APPROVAL BY: - DRAWING NO. 4-750 Exp. 6/30/02 7PA-c Up. 12/,31/Ul DRAWN BY: ms PREPARED BY: R.C.E. NO. 25%7 (EV. 12/31/01) DATE DRAWN: 1 OZ98 PLANNING I ENGINEER ENGINEER SHEET NO. DAT `/�j A"I A/ (r- �lt '/,f "B"STA. DAM' 7-2-22 ELEV.= 1425.152 DATE- DATE- LINE 1+00.00 TO STA. 05+26.11 3 3 RECOMMENDED 601f, DAT E RICHARD A. SCIANNI REF. DESCRIPTION IAPPR., DATE CHECKED BY: OF I N48 2/6 — 25 — 99/482 S D3. DWG/S: 50 LEGEND AND QUANTITIES O ON -SITE STREET LIGHT INSTALL 120 VOLT, 55 WATT, L.P.S.V. 8000 LUMEN STREET LIGHT PER COUNTY OF RIVERSIDE STD. 1000. TRACT 25285 14 EACH. TRACT 25285-1 18 EACH. TRACT 25285-2 8 EACH. TRACT 25285-3 14 EACH. • OFF -SITE STREET LIGHT INSTALL 120 VOLT, 135 WATT, L.P.S.V. 22500 LUMEN STREET LIGHT PER COUNTY OF RIVERSIDE STD. 10001. TRACT 25285 1 EACH. TRACT 25285-1 3 EACH. TRACT 25285-3 TEACH. OFF -SITE STREET LIGHT (FUTURE) 120 VOLT, 135 WATT, L.P.S.V. 22500 LUMEN STREET LIGHT PER COUNTY OF RIVERSIDE STD. 10001. (") ON —SITE STREET LIGHT (EXISTING) 120 VOLT, 55 WATT, L.P.S.V. 8000 LUMEN I � I UW L 30, 30, 54 30' 30' 1 2 3 z p — � 4 5 6 53 '-I a SCALE: 1" = 100' 82 KENTFIE� p 7 DRIVE 0 50' 100' 200' 300' 400' 52 83 G J ) U -F ` 81 O 8 O 51 c7 80 55 56 57 58 59 0 D Irri D 9 63 62 61 60 ' 30' 50 I ZO 79 30 10 54 55 56 57 49 0 o� 51 52 53 58 50 / 59 GENERAL NOTES 1. ALL WORK SHALL CONFORM TO THE MOST CURRENT REQUIREMENTS OF THE COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT, IMPROVEMENT STANDARDS AND SPECIFICATIONS, COUNTY ORDINANCE NO. 461 AND SUBSEQUENT AMENDMENTS. 2. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN THE COUNTY'S RIGHT-OF-WAY. 3. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT (800) 227-2600 AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION. THE CONTRACTOR ACCEPTS ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES TO EXISTING UTILITIES. 78 D 11 46 -4 �60 49 Wo _ p r 64 Gov 44 45 n RAVE Py 48 77 0 > 1 2 3 4 5 68 42 43 LA . o 61 F���,� -50, 68 12 m m — 6 7 8 9 10 11Z o40 41 N N ��5 r m z cr 47 N r � � � `J r') m cP 76 65 67 1 J—' �J / N w M�UN� AWN 1 36 34 33 62 v _ 69 �n _ Z 35 32 46 J-�r r �� JJ J ao PEACOCK _ _ ono _ 0 47 z O� 48 31 I D o� 75 66 70 N N ,�� N p -*� 37 27 28 N 63 ., Q� 45 \ 74 v v 25 39 47 29 30 D a {� 71 4 30 30' 24 23 U U 24 n 48 O 38 N t� o �' o 43 44 73 `�013r r 43 42 41 40 I 12 38 N 301 130' Z 64 �l 72 14 W 25 22 30' 30' 13 26 r 49 46 0 26 Yj ARM 0 U T H r�, t� 1 o MEN�Fe ROAD 3 37 23 39 65 �l 3:_ t1 1� Ld 15 39 2 w z 37 I� 50 45 COURT M I Z yeti o al 1 42 OG ��� 1 C 26 21 U � 14 22 i 27 O� J r- 2 - r- r / �) F" 66 Q �0 ��� J 6 y� 38 V I� 36 I �� �' JJ '� -� PROJECT LINDENBERGER RD. o �) \I GO 37 17 36 sy/�F / 27 20 � UO 15 30' 30' 30' 30 51 44 40 24 23 22 SITE z Q ` O 21 28 67 I o a' 35 V L� 1 41 38 18 35 C,'^� 43 21 a_ 40 39 36 0 19 M 28 52 12 13 30 30 68 Cn I ^� 34 16 20 29 19 = 34 11 20 0 VICINITY MAP 35 34 20 21 33 19 � � 30 53 42 14 19 I� 69 NOT TO SCALE 2270 32 31 30 29 18 17 33 54 41 10 Q SECTION 36, TOWNSHIP 5 SOUTH, 33 gyp, 23 24 p 0 12 13 14 15 16 ' 7 31 32 0 55 w 15 18 RANGE 3 WEST / m m 10 11 �\ 56 57 0 9 U I 0 71 IN, r\,P., 32 0� ��� M � � ��V m L � 30' 30, 16 17 o CRISTAL o F z G 27 J co LO CAMINO 63 _ N I rn o 31 35' 35' N N CASTLEWOOD o DRIVE ,991OFESSd0� 28 62 N N �Q�'�'A. A. �Fti r� 26 U U � � � � � 35' 35' 30 29 25 g 8 7 6 5 4 3 2 1 I 67 66 65 64 61 60 59 580 U 8 7 6 5 4 3 2 1 I ,U. i - 84 75 35'70 69— 0 72 0 C°yda� LO 01 LINDENBERGER ROAD + o A S�� i I f � . Underground Service Alert vBEFoE y°Go SIGNATURE Call: TOLL FREE P 1 —800 z-7 -09 227-2600 DATE TWO WORKING DAYS BEFORE YOU DIG n Q /�, l" 4 D�VD If hQIE.. SEAL -COUNTY COUNTY OF RIVERSIDE SEAL -ENGINEER BENCHMARK: SHEET NO. WORK CONTAINED WITHIN THESE PLANS CSL ENGINEERING, INC. TRACTS 25285, -1 , -2, & -3 SHALL NOT COMMENCE UNTIL AN Q�OFESS/pN TRANSPORTATION DEPARTMENT QROFESS/oti ENCROACHMENT PERMIT PHAS I B EN ISSUED. D. ���� G HAy'Q91F� APPR V BY: t�`���P``�5 A S�iy�F` RIVERSIDE, CALIFORNIA 11651 STERLING U925 3SUITE E OF NEWPORT RD.1& LINDENBERGER TEE RD A 1" COUNTY INTERSECTION COUNTY OF RIVERSIDE : �y �' (909) 785-5122 * FAX (909) 785-5180 IRON PIPE & TAG MARKED COUNTY IN CAP WELL MON. » » THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR w - m m SCHEDULE A ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN IN HEREON. Exp. 12/31/02 MIKE M. GHAHRAM•m DATE Expo 12591/01 �' ELEV.= 1425.152 17 IN THE EVENT OF DESCREPANCIES ARISING AFTER COUNTY APPROVAL * * ASSOCIATE CIVIL ENGINEER * * PREPARED BY: R.C.E. NO. 25917 STREET LIGHT PLAN OF sHTs. RAs s zi o 9 As - Bc/ier /V o C 5 OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE `�� CIVIC �� RCE No.45720 EXP. DATE 12-31-02 `P� CIVIC �Q EXP. 12 31 01 RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND MARK BY DATE REVISIONS APPR. DATE qTF pF\F��� - t C C� 9 9TF pF � C( S 2 -//- 99 SCALE: FOR: W.O. COUNTY REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER COUNTY CA RECOMMENDED DATE CA RICHARD A. SCIANNI DATE H: 100 V: DIAMOND BROTHERS FILE N0. / rUa JN482/482STLT DWG /RAS/02-11-99/S-100 a GENERAL NOTES 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORT( AREA, AND RELOCATION AND COST OF ALL EXISTING UTILITIES OTHER THAN THOSE WITHIN EXISTING CITY RIGHT-OF-WAY INSTALLED UNDER FRANCHISE AGREEMENT OR PERMIT. 2. ALL WORK SHALL CONFORM WITH THE REQUIREMENTS OF THE RIVERSIDE COUNTY ROAD IMPROVEMENT STANDARDS AND SPECIFICATIONS AND SUBSEQUENT AMENDMENTS, DATED 9/16/88, CO. ORDINANCE NO. 461. 3. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY TO THE COUNTY OF RIVERSIDE PERMIT SECTIONS, FOR AN ENCROACHMENT PERMIT, FOR ALL WORK ON EXISTING CITY MAINTAINED ROADS. 4. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE, PRIOR TO PAVING THE STREET SECTION INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING. SEWER, WATER, ELECTRIC, GAS, AND DRAINAGE. 5. ALL MATERIALS TESTING AND INSPECTION OF PIPE SHALL BE IN CONFORMITY WITH THE REQUIREMENTS OF RIVERSIDE COUNTY AND THE AMERICAN WATER WORKS ASSOCIATION (A.W.W.A.) STANDARDS. 6. FAILURE TO MEET ANY OF THE REQUIREMENTS OF RIVERSIDE COUNTY AND THE A.W.W.A. SPECIFICATIONS WILL BE CAUSE FOR REJECTION. 7. MI N" PIPE COVER FOR WATER LINE SHALL BE 48 INCHES. 8. ALL MATERIALS AND INSTALLATION SHALL CONFORM TO RIVERSIDE COUNTY SJBDIVISlION IMPROVEMENT ORDINANCE NO. 461.6-1988. 9. FOR SEPARATION REQLWAIIENTS BETWEEN WATER AND SEWER LINES, REFER TO RIVERSIDE COUNTY STANDARD NO. 609-1988. 10 AVER A WATM LINE ENCOUNTERS A STORM DRAIN LINE OR OTINER O•STIIUCTION AND aROSS1NG OVER THE OBSTRUCTION WALL RESULT IN LESS THAN 36 INCHES OF COVER OVER THE WATER LINE, IT MML.L CROSS UNDER THE OBSTRUCTION (MINT CLEAR). EMWD SEWER NOTES 1. SEW CONSTRRUCTION AND MATERIALS SHALL BE IN ACCORDANCE MATH EMU'S STANDARDS AND SPECIFICATIONS. 2. GRAVITY SEW" PROFILE ELEVATIONS ARE TO FLOW LINE (CONDUIT INVERT). 3. CONTRACTOR HAS THE OPTION TO INSTALL PLASTIC OR VCP SEWERS, EXCEPT SPECIFICALLY DESIGNATED ON PLANS, PER EMWD STANDARDS AND SPECIFICATIONS. 4. MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH STD. DWGS. 0-56, SB-M AND SO-61, AS APPLICABLE. SEWER MAINS MAY BE LAID TROUGH MANHOLES AND USED AS A FORM FOR THE INVERT. MAINLINE CLEANOUTS, WHERE CALLED FOR ON THE PLANS, SHALL BE CONSTRUCTED IN ACCORDANCE WITH STD. DWG. S8-52. 5. PROR M CONSTRUCTION OF SEWER, CONTRACTOR SHALL EXPOSE EXISTING SEWER AND VERIFY ITS EXISTING ELEVATION AND LOCATION. WHIIW CONNECTING TO EXISTING MANHOLES AND AN INLET STUB OF PROPER SIZE EXISTS. NO ALTERATIONS SHALL BE MADE TO EXISTING MM HOLE BASE OR STUB EXCEPT AS SPECIFICALLY AUTHORIZED BY EMWO. 6. SEWER LATERALS SHALL BE CONSTRUCTED IN ACCORDANCE WITH STD. SB-177. LOCATIONS OF WYES AND LATERALS, WHERE NOT SHOWN ON PLANS, ARE TO BE DETERMINED IN THE FIELD PRIOR TO CONST1 XTION, TO MISS DRIVEWAYS. ALL LATERALS ARE TO BE 4" DIAMETER UNLESS OTHERWSE SHOWN ON THE PLANS. 7. THE CONTRACTOR IS ADVISED THAT THE WORK ON THIS PROJECT MAY INVOLVE WOMW IN A CONFINED AIR SPACE. CONTRACTOR SHALL BE RESPONSIBLE FOR "CONFINED AIR SPACE' ARTICLE 10k TITLE 8 CALIFORNIA ADMINISTRATIVE CODE. & MANERE GROUNDWATER IS ENCOUNTERED, ALL VCP PPE SHALL BE TREATED I M ABSORPTION RESISTANCE PER EMWD'S SPECIFICATIONS. 9. ALL KSMEINTIAL LATERALS SHALL HAVE A CLEANOUT IN ACCORDANCE WITH DIS70CT STD. DWG. SO-52. 10. ALL PPEZONE BEDOMIG ! TRENCH BACKFILL SHALL BE TO STD. DWG. SB-157, SB-15& SIB-159. 11. ALL SEVER INLETS AT THE MANHOLE SHALL BE SUCH THAT ITS CROWN SHALL BE LE1lEL WITH THE CROWIN OF THE OUTLET PIPE, AT THEIR PROJECTIONS TO THE MANHOLE CENTRUNE. SEWER CERTIFICATION I CERTIFY THAT THE DESIGN OF THE SEWER SYSTEM IN TRACT NO. 25285-1 IS IN ACCORDANCE WITH THE EASTERN MUNICIPAL WATER DISTRICT'S SEWER SYSTEM MASTER PLAN AND THE DISTRICT HAS PROGRAMMED ADEQUATE CAPACITY TO TREAT THE WASTES FROM THE PROPOSED TRACT. EASTERN MUNICIPAL WATER DISTRICT BY: VArfjfl. R.-.1 CIVIL ENGINEER OF SUBDIVISIONS ' DA So v Aft CAN: TOLL FREE 1-mm 227-2600 1mw 11ars �007 Rrwlt V" r r COUNTY OF RIVERSIDE, CALIFORNIA FIRE DEPARTMENT APPIi01NE0 BY: l6W4FIRE. ODE COUNTY Gl DATE�1 TRACT NO. 25285-1 WATER AND SEWER PLANS EMWD POTABLE WATER NOTES 1. WRITER LINE AND APPURTENANT CONSTRUCTION SHALL BE IN ACCORDANCE MATH EM WD STANDARDS AND SPECIFICATION. 2. PRIOR TO CONSTRUCTION OF PIPELINE, CONTRACTOR SHALL EXPOSE EXISTING PIPELINE AT POINT OF CONNECTION TO VERIFY ELEVATION AND LOCATION. 3 ALL SERWCE CON EC71ONS SHALL BE 1' SERVICES X 5/8' METERS UNLESS OTFIERMMSE NOTED; AND SHALL BE LOCATED AS SHOWN ON THE K ANINS• ADI AMED AS NECESSARY TO MISS DRIVEWAYS. SERVICES SHALL BE INSTALLED IN ACCORDANCE WITH STD. DWG. 8-5W, (TYPE "B"). 4. SLOW -OFFS SHALL BE INSTALLED IN ACCORDANCE WITH STD. DWG. B-357. 5, TEMPORARY BLOW -OM SHALL BE INSTALLED IN ACCORDANCE NTH STD. DWG. B-568. 6. AIR VALVES 'SkALL BE INSTALLED IN ACCORDANCE WITH STD. DWG. B-59N'I, TYPE 'B". 7. WATER SYSTEM PROFILE ELEVATIONS ARE TO CENTERLINE (CENTERGRADE) OF PIPE. 8. FIRE HYDRANTS SHALL BE INSTALLED IN ACCORDANCE WITH STD. DWG. B-362 (COLOR CODED GREEN). 9. JOINT RESTRAMERS SHALL BE USED ON ALL MAIN LINE PPE JOINTS WITHIN SPECIFIED LIMITS, AND ALL JOINTS OF WATER APPURTENANCES LATERALS OFF MAIN LINE, PER EMWID STD. DWG, 6-663. 10. ALL PVC PIPE THROUGH 12 INCH SHALL BE TYPE C-900, CLASS 150 EXCEPT W HIX NOTED OTHERWISE. PIPE SHALL CONFORM M ANNA SPECIFICATIONS. 11. INSTALL LOCATOR WIRE OVER WATER MAIN PER STD. DWG. B-656. 12. FITTINGS FOR P.V.C. PPE SHALL BE DUCTILE OR GRAY IRON. FITTINGS SHALL BE FLANGED, BOLTED MECHANICAL JOINTS, OR PUSH -ON JOINTS, AND SHALL BE CEMIENT MORTAR LINED AND TAR (SEAL) COATED PER E.M.W.D. STANDARDS AND SPECIFICATIONS. 11 POLYETHYLENE ENCASEMENT: ALL DUCTILE OR GRAY IRON FITTINGS SHALL BE POLYETHYLENE ENCASED AT THE TIME OF INSTALLATION PER OM STANDARDS AND SPEOFICATION. LOT LINE I R/W LAWNRC W - S WATER SYSTEM FIRE CERTIFICATION I CERTIFY THAT THE DESIGN OF THE WATER SYSTEM IS IN MC ORDANCE WITH THE REQUIREMENTS PRESCRIBED BY THE RIVERSIDE COUNTY FIRE DEPARTMENT. ruTc. LOT LINE 10' (5' MIN.) PROP. DRIVEWAY � !I - - R/W - WATER -L--SERVICE W OF STREET S S S • NOTIFICATIONS 1. CONTRACTOR SHALL NOTIFY RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT CONSTRUCTION SECTION AT (909) 955-GM AT LEAST 48 HOURS IN ADVANCE OF STARTING CONSTRUCTION. 2. CONTRACTOR SHALL NOTIFY APPROPRIATE UTILITIES 48 HOURS PRIOR TO EXC "TNON OR TRENCHING. SO. CALIF. GAS COMPANY VIA U.SA 1-800-227-2600 SO. CALIF. EDISON COMPANY VIA U.SA 1-800-227-2600 GENERAL TELEPHONE EDISON COMPANY VIA U.SA 1-800-227-2600 FIELD CABLE VISION VIA U.SA 1400-227-2600 E.M.W.D. 909-928-3777 EX 4830 RNERSIDE COUNTY FLOOD CONTROL 909-955-1200 FI CATI ON I CERTIFY THAT THE DESIGN OF THE WATER SYSTEM IN TRACT NO. 25285-1 IS IN ACCORDANCE WITH THE WATER SYSTEM EXPANSION PLANS OF THE EASTERN MUNICIPAL WATER DISTRICT, AND THAT THE WATER SERVICE, STORAGE AND DISTRIBUTION SYSTEM WILL BE ADEQUATE TO PROVIDE WATER SERVICE TO SUCH TRACT. THIS CERTIFICATION DOES NOT CONSTITUTE A GUARANTEE THAT IT WALL SUPPLY WATER TO SUCH TRACT AT ANY SPECIFIC QUANTITIES, FLOWS OR PRESSURES FOR FIRE PROTECTION OR ANY OTHER PURPOSE. EASTERN MUNICIPAL WATER DISTRICT BY: L� (•l 1�,,�s Vswft CIVIL ENGINEER OF SUBDIVISIONS DATE PROJECT SITE I ROAD VICINITY MAP NOT TO SCALE SECTION 36, TOWNSHIP 5 SOUTH, RANGE 3 WEST PRESSURE ZONE 1627 DESCRIPTION QUANTITY WATER 8" P.V.C. C-900 (CL 150) WATER MAIN 3.418 L.F. LOCATOR WIRE 3,418 L.F. 8" FLG'D. TEE 3 EA. 8" HxHxF TEE 5 EA. 8" x 27" HOT TAP 1 EA. 8" HxH R.S.G. VALVE 3 EA. 8" FxH ADAPTOR 4 EA. 8" HUBBED 45' ELL 8 EA. 8" HUBBED 90• ELL 1 EA. (8' HxF) BUTTERFLY VALVE PER E.M.W.D. STD. B-577 10 EA. 1" WATER SERVICE, NO INTER PER E.M.W.D. STD. B-590A, TYPE 'B" 1 EA. 6" FIRE HYDRANT ASSEMBLY PER E.M.W.D. STD. 8-362 10 EA. S' BLOW -OFF ASSEMBLY PER E.M.W.D. STD. B-357 2 EA. 1" WATER SERVICE & 5/b' METER PER E.M.W.D. STD. 8-590, TYPE "B' 81 EA. BLUE RETROREFL.ECTIVE MARKER 17 EA.. 1" A.V. AND A.R. PER E.M.W.D. STD. B-596, TYPE "B" 6 EA. TEMP. B.O. PER E.M.W.D. STD. B-568 Z EA. 8" HUBBED 22.5' ELL 4 EA. r HU69ED 11.25' ELL 2 EA. 80H x 6"F REDUCING W ELL 1 EA. 8' x 6" HUBBED REDUCING 22.5' ELL 1 E.A. 8" x 6' HUBBED REDUCING 45' ELL 1 EA. SEWER 12" SEWER MAIN LINE 1.613 L.F. SEWER MANHOLE PER E.M.W.D. SM, SB-56 14 EA, TERMINUS MANHOLE PIERE.M.W.D. SM. SB-58 4" SEVER LAE.M.W.D. STD. SB-177 2,523 LF. 4 X 120 SEWER LATERAL 35 EA. 4"x 8" SEWER LATERAL 36 EA. TEMP. SEWER CLEANOUT PER E.M.W.D. STD. SB-52 2 EA. 12" SEWER - CLASS 200 (DR14 PER AWWA C900) PLASTIC PIPE 20 L.F. QUANTITIES SHOWN HEREON ARE FOR PERMIT AND/OR BONDING PURPOSES ONLY AND SHALL NOT BE USED FOR BIDDING. CONTRACTOR SHALL DETERMIIE HIS OMMN QUANTITIES AND BID A COMPLETE JOB. PRIVATE ENGINEER'S NOTICE TO CONTRACTORS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS AND M THE BEST OF OUR KNOB, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO 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 CONSTRUCTION CONTRACTOR FURTHER AGREES M. DEFEND, INDEMNIFY, AND HOLD DESIGN PROFESSIONAL AND OWNER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION NTH THE PERFORMANCE OF WORK ON THIS PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE M REPORT DISCREPANCIES IN PLANS AND/OUR FIELD CONDITIONS IMMEDIATELY TO THE DESIGN ENGINEER FOUR RESOLUTION PRIOR TO CONSTRUCTION, AND SHALL BE RESPONSIBLE FOUR DISCREPANCIES NOT SO REPORTED AND RESOLVED. CAUTION: THE ENGINEER PREPARING THESE PLANS WALL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. IMPLEMENTING FACILITIES TIME LIMITATION WATER / SEWER APPROVED BY: COUNTY OF RIVERSIDE, CALIFORNIA EASTERN MU CIPAL WATER DISTRICT DEPARTMENT OF HEALTH THE TIME LIMIT ON DRAWINGS APPROVAL SHALL BE SIX (6) MONTH CML ENGINEER OF SUBDMSIONS bAlt APPROV0 FROM THE DATE ON THE CERTIFICATION. IF CONSTRUCTION HAS INITAL DATE NOT COMAE D WITHIN STATED TIME, EMWD REQUIRES DRAWINGS ENC TO BE RE BY THE DEVELTtOPER/DESIGN ENGINEER FOR APPROVALS I�EclrloN _._--__ -� FOR TH t�UN1Y CA. POSSIBLE CHANGES IN MASTER PLANNED SIZING AND CHANGES IN SPECIFICATIONS AND STANDARDS Wnt. OPEPAT oOs ----� 6 SEAL -COUNTY �iiDFES ". 0E` 336150 Exp. 6/30/02 r APPR. DATE `r7j�, IVI COUNTY QKF CAT. DATE 12 - 7 1 ZiD 9CAnti I s�nle. aPEa►noNs --- --� COtNfY OF 1111rERSIOE SEAL -ENGINEER NE CSL ENGINEERING, INCH BENCHMARK: TRANSPORTATION DEPARTMENT Q ES 1 11651 STERLING AVENUE SUITE E RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION APPROVgO BY: <^ RIVERSIDE, CALIFORNIA 92503 OF NEWPORT RD. A 1.149)19ERGER RD. A 1' (909) 785-5122 ' FAX (909) 785-5180 IRON PIPE A TAG MARRED C"TY IN CAP MELL MON. 2G/� a�ic E 12No.5917 01 ELEV.- 1425.152 PIlEPAI�D BY: R.C.E. NO. 131/01J DATE `I'7 SCALE: H: V: RECOMMENDED DATE IVI CAI. ltk'• JR rN♦Rn ♦ CUNA NNI DATE 57-l4-99 TRACT 25285-1 COUNTY Of RIVERSIDE SEWER AND WATER PLAN AND PROFILE TITLE SHEET W.O. I.D. 13 & U-1 S.A. 33/41 W.o. 99-28Ns C.O. COORD. 23-C--.1 SHEET 1 OF !I~ D-,;� io - � I FEE NO. TIO 9j 9& JN482/5-14-99/482SW.DWG/S: + �3 3 10' (5' MIN.) (TYP.) r VIWIdflfIONI-, ftf v AWd Cat TOLL FREE 1-a00 227-2600 @vm You M HOT TAP EXISTING 27' CML &C PIPE WITH 27'x8' SADDLED OUTLET CONNECTION NTH 8' FxNF R.S.G.V. BY E.M.W.D. AT DEVELOPERS EXPENSE. 61 WATER / SEWER APPROVED BY: EASTM M NIC PAL WATER DISTRICT ./ CIVIL ENGINEER OF SUBDIVISIONS DATE IWAL DATE SMov" wfinm us M AU ENG. 18645 EAST ILE AVENUE SUITE 205 APPROVALS cnm - rT1f OF INDUSTRY, CA 91748 wrn• 0P►>KM (626) 912-0123 * FAX: (626) 912-7045 1 mm. opmT10NS — WORK CONTAINED WITHIN THESE PLANS NOT COMMENCE UNTO AN ENC HMF�NT PERMIT AND/OR A GRADING PE MIT HAS BEEN ISSUED. THE PRIVATE E 42M SICKING THESE PLANS IS RESPONSIBLE FOR AS911BNG I E ACMPACY AND ACCEPTARM OF THE DESIpI IN HERON. IN THE EVENT OF DE PM M AMSNIG AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL SIBLBE 9Y DATE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND RENSING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER REVISIONS AR —AIR RELEASE BF- VACUUMSCALE: 1 "= 100' BFV-BUTTERFLY VALVE _ BO'SD—BOTTOM OF STORM DRAM! 0 50' 100' 200' BOW —BOTTOM OF WATER LINE BRPM—BLUE RETROREFL.ECTIVE PAVEMENT MARKER CAV—COMBINATION AIR VALVE CG—CENTER GRADE CML & C-CEMENT MORTAR -LINED AND COATED STEEL PIPE (CLASS 150 UNLESS OTHERWISE NOTED) CO-CLEANOUT CS -CORPORATION STOP CV -CHECK VALVE EP-EDGE OF PAVEMENT F-FLANGE FH-FIRE HYDRANT GV-GATE VALVE H-HUB HPI-HORIZONTAL POINT OF INTERSECTION MH-MANHOLE PROP. —PROPOSED RSGV—RESILIENT SEAT GATE VALVE R/W—RIGHT OF WAY RW—RECLAIMED WATER LINE (CLASS 150 UNLESS OTHERWISE NOTED). SD —STORM DRAIN STL—STEEL TOS—TOP OF SEWER LINE VPI—VERTICAL POINT OF INTERSECTION W OR W.L.—POTABLE WATER LINE (CLASS 150 UNLESS OTHERWISE NOTED). SEAL -COUNTY �OFESS/ OT l� C9 Y � rn Exp 33950 3300/02 ►PPR. DATE `rIf CI VIA L! COUNTY_1 0!p CA►.� COL4M OF RIVERSIDE TRANSPORTATION DEPARTMENT APPROVED BY: RECOMMENDED 7 DATE UAIt SEAL —ENGINEER PROFESS�Ay� �s CC No. 25917 .70 yt Exp. 12/31 /01 CIVI��' OF, CALIF / 0 300' 400' WATER LEGEND WATERLINE (SIZE AND TYPE NOTED) — — — — — — EXISTMiG OR PROPOSED WATERIIIE (SIZE AND TYPE NOTED) FLANGE (F) TYPE END HUB (H) TYPE END, RESTRAINT A TEE (F x F x F) 4 BEND (H x H), RESTRAINT Vol* iDm* 34 CSL ENGINEERING, INC. 11651 STERLING AVENUE, SUITE E RIVERSIDE, CALIFORNIA 92503 (909) 785-5122 * FAX (909) 785-5180 PREPARED BY: R.C.E. NO. 1 1 _. _ _ z S DATE. S—/4-99 FIRE HYDRANT (1-2 1 /2' , 1- C) [PER STD. B-362 (GREEN)] BLOW -OFF [TEMPORARY B-568] AIR VALVE [A.V. & A.R. PER STD. B-596 (TYPE ' 1r)] BFV — BUTTERFLY VALVE (F x H), RESTRAINT RSGV — RESILIENT SEAT GATE VALVE (H x H), RESTRAINT F x H ADAPTER 1' METER SERVICE CONNECTION [ 1' COPPER TUBING W/ 5/8' METER PER B-590, TYPE ' B' ] F x RJ FLANGE/RESTRAINT JOINT BLUE RETROREFLECTIVE PAVEMENT MARKER STREET LIGHT BENCHMARK: RIV. CO. B.M. M-14-63 IN THt TEE INTERSECTION OF NEWPORT RD. & UNDENBERGER RD. AT 1' IRON PIPE do TAG MARKED COUNTY SURVEYOR IN CAP WELL MON. ELEV.— 1425.152 SCALE: H: 1' =100' V: VICINITY MAP NOT TO SCALE SECTION 36, TOWNSHIP 5 SOUTH, RANGE 3 WEST PRESSURE ZONE 1627 IMPLEMENTING FACILITIES SEWER AND WATER PLANS FOR TRACT 25287-1 do TRACT 25287-2 RAISE EXISTING 27' WATER LINE ON LINDENBERGER ROAD (SB-56) SEINER MAIN AND LATERALS (SIZE NOTED) �- — — — EXISTING OR PROPOSED MMKU I — — —1— — — -J — — EXISTING OR PROPOSED SEWER MAIN AND LATERALS i (SIZE NOTED) TERMINUS MANHOLE (SB-56) END OF SEWER LINE (PLUGGED) CLEANOUT (SB-52) Z P q'q O 00 I.D. 13 do U— TRACT 25285-1 S.A. 33 41 W.O. 99-286 COUNTY OF RIVERSIDE SEWER AND WATER PLAN AND PROFILE COORD. 23-C-39 WJEET 2 OF S INDEX SHEET ID-Z/07Z FOR: W.O. 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"I - - - ... - _r__ . -V- - ­ --- -.1 - ­1 - I -- -- -- - - - - - - --- - - - - I - - �- -- I- f - - - � - - -_ - - - - I- --- ,-- - - . - - - t-i . - - - ­ �� - -- ­ ­. - I - - - - ­ - - - I --- ­ -�-- f ... -- -- - -�--- 1L - -- - - - I I � - - - - t- -�-- . ­*­ --+--------� 7i- - . -1 --t � -- -- - - ' I -- I . . - ­ . + - ­ . I - -- -- -4- I___- - - - ­ --- --4- - � ­- - -- 4 -' ' ; - I - � - - - .14 - I. I ­ - - --� , - - --- ' � -7-77----�-.t- I - - I - - - - -- - - - - - . � t t --- ­ - . 11 . ­ -­ r-1. ­ � -- - � - .. : ­ ' I- - . . . " - � -- - I � - ­ - � - - . - - - .- .1 ­­ -.-.. I- I I --: - - -- :-__. ­ ­­ -_.- - -- -- - - - ­ ­ � + I -� ­ . +­ I I . - - ­ ­ -... ­7 - � �' - .--. - ­ �i. ­ ­ - - I - -- . . .- - . I .... . .- ­ . - . --- �77 I - . -A � .- - - _-:. - -� I ­­ " .-- ­ . ­ .. - - --- ­ - � ­ ,+. -- - -1 . ­ - -77 i - :7 - * ­ - . ­ . . ­ -- - 7 --- ­4 ­ . I- - - ­ - . .1 - -­1 . - - - -- - i - I- - - 1 . _-- L ­11 �- , - - . . � I- ­4 - - I ­- ­­� .-- . - . . - � ­ -. ­7 -+� -- -- _ , -- pw- ­ - - I -4- I i -- --:- ! - �' - 1: - � - 1­ - -- - -?.-- - --- --r - 4 --!-7t--.--t-- . - v -- � C - i- � . � - - ---T- - -, ­ ­4 . - � ­ - 1. +- - -+ ---- 4- -�-- � . -1 , � - - . I -4 +. . - I I - ' � - � -- - �o ; f � v - I I 4 , - - , - - I ­ - 4. - -4 - - i - I - -- I i � I I . -- - -�­ 4 -... ­ 1 - I " , � - � - f f ­ ­ -t ---., -L - ­ - ­ I � I - . ­ J . - .1 . ­ -- �� i .� ­ � I . ............ L ­­- 11 � . t -1 . -T- -- . � . . - -1 . ­ . - -.--4- . . j. ! - ----- I - --� I - - ..--- - --- - - ­ - - � ­ J� ­1 ­ - t � -t I - : I - � --- - -1 � ... I— - - I - . � I �� I -- � . .- - t 4 , - :�' ... I I i -- -t - 1. ­ - - . -- -1 - . ­ � 11 - -- . ­ v ---: ". � -- ­ ­ - ­ - - -- - - I - -:7 ..r .-- - . ­­ -- ...... -�-' --I - -1 - ... �� .. � ­ " ­ ­ - I . - ­ ­ �, -.,---,, ­ "I . -- :7- t - - - - --- ­ �-' --- . - - I ­ �. .L . -- ­ ­ - --- . - -- - � � I , -- - -- j - ­ - - -. I— - --.'-:--.­ ­ - --.i::: :-, ­1 - - - --- w- - ­ -1 - - . - -1:. - ­ -:_ I . ­ -- .-I--- --­ -- - - _--:_-_-� - - � -7- ­ - --- ' - ­ ­� ",:--:- --- - -­ ­ - ­­ ­­­- -- -7-, .. . --- - -- : - - -- ::. ­ ­­ - � - �.� _-__ - I - -j- :-- - . ­-4 * - � ­ -�:_ . -- ­ - � ­ . ,- - -- -. :1 ­ - - - ­1 � - � - ­ - - .,-- � - ­ - - +' - � ­ . . __- ­ -- ­ - - . - I - - . � ­. .. t - - � I � - ----t- - - - -- I I ­- - f �- - - -, 4 - ­ I � 4 -- , - . I . - - � - - � - -- ­­ - -- : I -- :7 - - - f -- r - .. - � - � - � -k- . ---- -- . -- . - _ - Z _ ­ - 4- i � - ­: - � " - - - - -- -- - - � - -- -- - - . - � � - I ­- - -- ,- -- ­ � - . - a 0 - I tu ---- ;1,-t- - -- � - - .. I t ­ I : -, - -- . - -­ - - - � I -- - - - - ­ . . .. 11 �I-------- -- A - . - 4 I ---- -- � - - ---- -- ­ - , j : - - � - -4- .-- i � - � - �� - - - - - - --� - � . �-I- . --- I - L-i --- - I ;1 - - - --; - - 4 - - '' - -1 I - .-- � - i - - - , + ----4----- -1 . - - -1 .. - - - �� ­ .- - - ­ - ­ I ­­­- . - I I r -- .. t4 � - -- - -- ,- . ­ I I ---I-- ­ - ­ � ­ � ­ ­4­ - - . . - - 1, i , i + ­ I � � I �� i ­ i - - - I - - - - - - - .. - " .- I I . I— . ­ ­ -- ­ - " ; - .4 ­­ --- - - ­ ­ - --- -- - - ­ ­ - -­ "- . --_-, - -----­-.--­+-- . I � ­ - . I - - ­­ - - r -� � - - �- I .... ­ +1 ­ - � -- .- - - - - - [ -111, - ­ - . -.7.- -f _.- - ­ - . I � - [ � . - ­.- � ­ . - - . - - ­ " -- � ­ 1. .. ­­11-- -:- � . - , ,. �. .11 ­ ­­­­ � 19 � I �-� I— -- 11 I- ­ t t -- -- J. - . - - - - I . - - -- - . - ---- - +- -- � t . -- . - - T­ _;�: - -- � - - -- * --- ---- � -- - . - - .--- �A - - - -! ­ � I --- - � - - - - +- -- ­ I .. 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I r . -­ � ­­ . - ... - - _7 .. , - � . -- I T - I ­- -- - - - _ -�­TL -*%ief L�4�-- t - 14W.�" ___ ___ _ _._,._- �� : L ------ � --� � - : -- � - I . -- L - t i - - - - - , - ' - ::- . .� 1- - - 1 -4-4- 4--- -4- - - - - -f - - - -1 '- - -- , , � -- i- - *I',- f - -T-- - t-- � , L-t---4w-:-4 . - - - - -- ­ - - -��- - - - ­ --- -- -, r - - rr - r 4 - I - 4 - t . � 'I P.- 4 �-tjjjm- 4 - .. ­­ ­ I -r :" _ I . ,-- -i� I - � . 7 1-1. ­ ------- � -- � � - - ­ i . - -1 -' : . ­­­ :: --,-- rf-- - --- - I ­ -- - - -- I -- � ­ - - �- - -,-- � - - ­ I—. - - - .---.r ... - - ­­­ .. - - - - --...-. ,-- ­- '.+. ­ .- ­� --..---- ­.- -­- - . - ­ - .= I -4 ,;.t--,!- - ­ i - .. -- - - . . . , - - - - . - t t ,--- j­ .1 -, I , - -- I . _ - � -i- - i -- - - r . rr . r+j- - Ap�� Sim-19m X ­ I -- - � - . .-- � . - ­ r.. --- . �- - . .. -- -1 -- . 4- --- $- -- - - - I—- - 1. - - ­q 1. - - --- . -- ­ - +- - ­' --- .-- - - - i� -'. --= ­ .. ­ ­ - - - - - - 7= r .7 -- ­ ­ . �- - - ­- , . . -- - ---- -­­­ . .--I--- - .. --t- - A* Akigwft&A ­' 4 -7 _-,-V-- �- - . � . ­ � -- . . - � . ­ .' . . . --� - - - - - � - I 1- - -- I � -"r - I - .� - 1 r I ­4 - - - - � � . : 4 4 - I - -�---- - � -:t - - I ­ . � - r - - I . � '- _ . . ---��� - - - : - - j - --. - - � . . - .4 � - - - I- - -- � -- - I I -- . - I ­ -j 7 - - - - -- - " . - ­ - - - - - . - __- - - .- . � - .1 . -1 - � ­+.L-, - - .. - - � ­ . - ­ . - - If --r- - - - -- - I --- - . - - - 4 . +- - 7-+--:-:- . 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RtM-SIOE JOINTS AND INSTALL A FULL 20' LENGTH 1-8- FxH B.F.V. (N) ft--\ 48*1 2'1 go* 300.00' 252.40' 134.21' 1 WWwWround Swvlee AJwf REMAINED JOINTS It INT. STA. 2.3+40.03 CAMINO CPtISTAL OF PiPE ON EACH SIDE OF TEE RUN (WHERE POSSIBLE). RESTRAINED JOINTS \��/ " D 25*33'34 294.00' 131.151 ".69' Call: TOLL FREE = STA. 10+00.00 KENTFIELD-DR. - -- " - - - E 25*01'21 300.00, 131.02' ".57' I .I" WATER / SEWER A"ROVED BY: COUNTY OF RIVERSIDE, CALIFORNIA <f) 8*22'1 5" 587.00' 85.76' 42.96' 227-2600 RN M NICIPAL WATER DISTRICT TW WONOW DAYS i . DEPARTMENT OF HEALTH IN 9 2'06'1 7" 587.00' 21.56' 10.78' c A 5VVK YW W CNIL ENGINIEER SU01DMSIONS /U-\ I I I APPROYM BY: \Ej/ 1 0*28'32" 613.00' 112.08' 56.19' IWAL DATE / DEVELOPER - I p ps PROJECT MG. 1 /19- SCALE: 1 " = 40' -- 1 47'26'03" ' 313.00 I . 259.13' . 137.51' SM mQm PON!- muciaLut W' AMVALS mdPECTw FOR HEALTH DEPARTMENT, RKM COUNTY CA. sNmiw!!!% 0*46'1 6 " 1 2.1 1' 1 313.00' 1 4.21' 1 ING45 EAST AVENUIEME 205 ' ­ - - ---- . I F I v 1 WIN. OPERATWNS CITY OF Rztw, CA 9`1748 1 0 20' 40' 809 ik' 160, - 626 912-0123 * FAX: (626) 912-7045 1 mm. mmmm , � DATE -- - .rp 9 86001 I.D. 13 & U-1 � . � I � I 11 I - , SEAL -COUNTY C0tXM OF RIVERM SEAL -ENGINEER CSL ENGINEERMIG, IjjC. BENCHMARK: S.A. 33/41 W.O. "-2116 WORK CONTAINED WITHIN THESE PLANS LROACT COMMENCE UNTIL AN . H 7 AND/OR A ,MENT PERMI PERMIT HAS HELN ISSUED. ES 'f-'r3 X. . OF LQ IV <^- t� TRANSPORTATION DEPARTMENT APPROVED 01Y.. FES A . / '<^- RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTMN OF NEWPORT RD. & LINDENBERGER RD. A 1" RON Pff & TAG MOO COUNTY 14 CAP VEL MON. COUNTY OF RIVERSIDE AND PROFILE I I . NUE, SUITE E RIVERSIDE, CALIFORNIA 92503 (909) 785-5122 * FAX (909) 785-5180 C.O. ................. I I I COORD. 23-C-39 IW PRVATE D01M SGNW MSE RAMS IS X3PO"M FOR 0 s - I AS&= IK ACMRACY W XOTMUTY OF 7W MW Of WM IN X MT OF DESCIUMM WJW AFU COIXITY OMMAL ui E 339-% xp. 6/30/02 '� -r��61OV3 W- No. 25917 -V * Exp 1 2 /31 /01 * ' EUN.- 1425.152 CAMINO CRISTAL SHM 3 OF ,15 - - I - OR OUR ALL BE IIING CONSTRUCTION, THE PRIVATE E"W SH 4 / �-�- DATE w %p N* % PREPARED BY- R.C.E NO. - 2�RlZ 11 I D-2/073 MARK ErY - - DATE I REVISIONS APPR. 0 DATE . SCALE: H: 1*=40" - V: lm=4' - 0 AND RESPONSIBLE FOR DETERM10W AN ACCEPTABLE SOLUT FEY4W THE RAMS FOR APPROVAL BY THE COU041Y. � .k Or C I RECOMMENDED DATE 4 CIVI, 1� OF CA - I --- I (EXP. 12/31 /01) '::�'-' * * 9 14:1...�'z ga- DAW-' f -14- 9 RICHARD A. SCIANNI - - I FOR: I W.O. 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T-1- I ._.__ r- I I I I !-I I I - I ____Li__ T____ --T-4 I I f__, I � I I I , I I T---,- j - I ---- I - i E -,r-- - , -L- --Ed I _7 1 -+- - --- T_ I __ I I -1-4:0;' ____ "__ + �7- t-:-- ___:_ _ � I ii� f__ .1 _r i ___ �_ t - . 1 -:4.- t f - _:.r _` .__._ - f- . - t - ­ __ I __ _ -, , I ­__�__v I __ - _ j i J _Z_ _ - I - - ­ I - ­ I - I _� __ I __�_ __ . -1 - � -1 - 4 - I 6 ____ - - - P__ I I I - - � i - - - I - I + t, - 2.4 I t - !--j + I__ _ � I I --- I 1 4 ri. , I I ­­ ; __ 7�__ - I am- t +_ I r + 6 I I - - - _ I I I t INT. STA. 33+24.00 CAMINO CRISTAL 1-Ir HxHxF) TEE Ir P.v.c. C-900 CL 150 1426.5 BOTTOM FUTURE 27* WATER lf SEWER 1-8- VxH B.F.V. (E) WA7ERLINE 1 S WLY O1F;. I VNKS NOLY OF ( INT. STA. 10+00.00 OLD MANIOR CT. RESTRAINIED JOINTS 1418.6 TOP 12w SEWER I (L INT. STA. 35+67.64 CAMINO CRISTAL It SE . (L INT. STA. 10+00.00 CHAPARRAL DR. 0 // VAM WILY STA. 36+22.98 c? 4j N) / STA. 33+ 30.21 AM nY OF It .0� 0 . z 19 = TA. 9+93.N INSTALL TEMP. B.O. (B-568) ,55:5, ,- .,<, .�� W*04; 20 / / M.H. NO. 9 _�', 0 ,j SJA 3s+46- STA. 36+37.74 . . .�_,� IL 't . / 6' E#LY OF C INSTALL -450 _1% I--' ��_,� �� 4- ;?21 ELL 13'WLY ac I INSTALL TEMP. C.O. PER .� rv.z q -1$0,0, / ?1;1 I--,,- :�� - , k! - I SB-52, 6'E'LY i �_-- , - .z 11 21 � , ,:� Al A � ul -­-:::5- ,-,,- 11 , Q 0 1 1 ;.. I I ---',-- ,5� '111" .... - AZ / 22 .-,._� _;� I / 23 2 4v-1 �-� .'::5� ��,,_V""111 ...... T 'lu ft -106 N1 -, -;� ,-- r % i% 111111111111 N1 , � ---- � _:5� SN0�� -;:� ,---- �-, Z11 I , -,- �� (04 1 offl,�,. - L_"4.1'*3. __;z_,.;,_� �-� I /W . ' 0. _:;�- �� L-44- __�_ ,;�� ,___ LA44.75- L=,U.75$ -, ��- _:�� ;--" - - _; �­- ':�� _�,,� STA. 33+11.40 ___- - STA. 10+12.84 a - � ,-- , �-� - 0 - I -,- :o� -r rr-, 1\1 T - r/--\ T I V rr,- I -Ir kc,o in T� ::,_�< 2-f FxN &F.V. (L , A am N F I �� �1� 1-Ir F*4 AWTOR A , c D � TR_,1\,r_-.,T _2-,r"28`-0 RES 11RAINED JOINTS # I I - ad< R m 'r I ) -,:) . E - STA. N+17." *%_� I -3 - . _____ - . \�� .54 - 7.11 w r- I-.&-- 44 v wr %mr mu WF Wd Semi" AW Call: TOLL FREE oto Co it,4 sc-i u � -Nop SAY Ar C�r a '-*/W /27 26 Ir P.v. C-900 CL 150 WAW&K IS E`LY OF CL 25 1.3' E*LY OF E 142&48 BOTTOM Ir WATER 142&O1 BOTTOM Ir WATER� T418.96 TOP 12- SEWER 1418.11 TOP Ir SEWER 1427.91 90TTOM Ir WATER 141 8.1 8 TOP 12w RM CA INO 1-800 227-2600 m WOW" mys muvK Yw 040 WATER / SEWER APPROVED BY: EASTERN MUNICIPAL WATER DISTRICT N A�jh j - &1s*4 151 CML ENGINEER OF SUBDIVISIONS 11 APPROVALS 1 1 INITAL - DATE OWNER / DEVELOPER sm Dwm MCI Z --- Ke 18,545 EAST QALE AVENnUEUILT!"2"05 kU$ i 17Y OF INDUSTRY, CA 91748 626 912-0123 * FAX: (626) 912-7045 � MWACT EW. I _�rls v/s /1.0 WGKCTM . I . - WTR. OPEMTKM SWR. opmnm I __ T_- * WORK CONTAINED WITHIN THESE PLANS GRADING PERMIT HAS BEEN ISSUED. I I I - I 1W PRIVATE EICOM SIGNIM THESE PLANS IS RE"WE FOR AMU 7HE ACMIRACY AND AMEPTANTY OF THE DESIGN IN HEFIEON. IN THE EVENT OF DESCREPAW)ES ARISING AF0 COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGNER SHALL BE RESPONME FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVIM THE PIMS FOR APPROVAL BY THE COUNTY. . . . - MARK i7Y DATE - REVISIONS NGINEER - '.IWW . jims � . I I . I 0 . � 'is , ill I , , I ­ . .. 10 tv 10 . w . IV I I COUNTY OF RIVERSIDE, CALIFORNIA APPROVED BY: DA FOR WkTH WW9&V. WRSDE COUNTY CA. 1 f SEWER 6' rLY OF q STA. 35+ 73.83 STA. 10+06.5( F_ M.H. NO. 1 1 6' E'LY OF It V. SCALE: 1 "= 40' 0 20' 40' wo 120' - ri- ipvr nATA . SEAL -COUNTY . �, � � - I � I I I i DFES N 1. - wr , , �^ I - . I w 33950 -70 Exp. 6/30/0 * PPR. DATE ' p civ , . I /%_ - .% K A 07111,11-1Z k INT. = r%7 STA. 9+0&00 STA. 35+47.61 1 -Ir (H*W TEE 1-Ir Fxm e.F-v- (E) RESYRAINED JOINTS / - r Er j\i -F A -f j v -fr--- - __ � . CHAPARIRAL DR. _.FR_1A,(.--_F r,2-,r,­)_2�3:1'"_)--3 - STA. 10+06.50 STA. 35+73.0-- 1E M.H. NO. 1 1 6' N*LY OF � 1111 WUNOW\ - I 11 1427.91 BOTTOM 11m WATER 1418.18 TOP 127 SEW_ ff. ni . 0 DELTA r � RMUS LENGTH TANGENT �D 34*49 9 50 a 25.00' 38.76' 24.50' B 24'1 4'40" 575.00' 243.31' 123.50' c 7'1 9'28" 506.00' 64.68' 32.39' (_D_� � 22-06'36- 513.00' 197.96- 100.23- Q 1 *1 9'01" 487.00' 11.19' 5.60' (E) 8'38'1 4" 487.00' 73.41' 36.78' �D 6*28'58" . 300.00' 1 1 33.94' 1 16.99' � 6-28-58" 1 318.00' 1 35.98' 1 18.01' COUM OF NNUME m SEAL -ENGINEER TRANSPORTATION DEPARTMENT APPROYM BY: .e �.;AL� __ellr4clf�9 \,� /�7 DATE . RECOMMENDED - - DATE - _rtbs/l A . / <,_�, CO - 0 uj cc No. 25917 170 * Exp. 12/31 /01 ir %.p 11 CIVI Or CA0 24 23 1; c ff / _-�� // 4 �f/�o / r% lsct 0 cp/,s * ,�cx, 74 Ar 4 120 SEWER VANES N&LY OF� 11 I I I I TRACT WJWW I 1�� A--,� 7"*\kv�11;k Im, R/W 10+73.24 ­/ ' B.C. STA. 11 +07 E.C. STA. 10+ 39.82 6- FIRE HWA--NT PER STD. B-362 I fek, N a JK q 6 �.% aw -M 1r_V IV, Aw z NWW2fW 4 - f N �2/ NW1191 1!�Nll W. 25 1 Sm P.V.C. C-900 CL 150 1 WATERLINE 18 9 S'LY OF q. I . w . w 0 w '41'W w . m I Zp In (L INT. STA. 11+97.20 CHAPARRAL DR. + I La 4 - STA. 25+05.43 LINDENBERGER ROAD Q0 z W. STA. 12+57.20 .m� - .j / INSTALL TEMP. 12m SEWER PLUG \,w I ----EXIST. 2'r CML&C E.M.W.D. WATERLINE PER D-1325 STA. 11+62.2 * \\-- STA. 24+K22 HOT TAP FUTURE RAISED 27w CML&C PIPE VATH 27*x8" SADDLED OUTLET CONNECTION NTH 80 FxF R.S.G.V. BY EMWD AT DEVELOPERS EXPENSE. INSTALL 1-8- FxH ADAPTER (W), 1- CORP. STOP, 8* R.S.G.V. & I.T.C. (PER B-379) AND RESTRAIN ALL JOINTS. CONTRACTOR TO VERIFY LOCATION AND ELEVATION I OF EXISTING WATER LINE BEFORE CONSTRUCTION. ARRA DRIV m SCHEDULE W 'rp 9 go 04 I 85-1 � I.D. CSL_ ENGINEERING, INC BENCHMARK: RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION OF NEWPORT RD. & LINDENBERGER RD. A 1 " IRON PIPE & TAG MARKED COUNTY IN CAP VIELL MON. ELEV.m 1425.152 S.A. 33/41 W.O. 99-286 11651 STERLING AVENUE, SUITE E RIVERSIDE, CALIFORNIA 92503 (909) 785-5122 * FAX (909) 785-5180 COUNTY OF RIVERSIDE N AND PROFILE: . CAMINO CRISTAL & CHAPARRAL DRIVE C.O. COORD. 23-C-39 SHEET 4 OF 8 'D-ZOA PREPARED ffY- PLM W. 2.�Rj Z - (EXP. 12/31 /01) /����,'-"? S�c­��� DATE. 5-10 -,92-- RICHARD A. SCIANNI mmmmmmmmm� SCALE: H: lu=*T _ V: 1*=4' - - FOR: 1W.O. mmmmmm� COUNTY.9i I FILE NO 16 _,U U __ __ ___ JN482/5--14-99/482SW4.DWG/S:�,�,o #I � I 0- I X; -11 ­11 I.. 11 ­.__'..'­'___'.... __� _. � 7 ...... ____4_ i ­ . _­ 11 _'. 7 - o _� - __ . - _. __ ­ ­11 -, - - I— - . - - --- ­ ­ . . �� - - - - ----. � .- ... 4- ___ - - - --- - 77' - __ 11 .. ­ ,- -'s 7 ­_, - 77 - -' _11. ­ __... 11 .1 1. ­ ­ I --- i -111, � ­ I - - - I t­.­­�­­­ - - 4 � � - I - - ! - - .. . . . . . .--...-. ,-..-... _... ' .. 7�- .... ­­ �� 11 ­.­ ... .1 7111 - ­ -- 4---.- ­.- - ...", .­��� . 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I 7 'L � ­ L '_ L- "" - , 7 . . : . i i _+ --- 'b__ V_ � 't __ _ _ J6;.� I L , ­ __ _ _ - ­ - ­ " I ; � 1 . - . � . ­ , �' � I ; 4 � . - - 4 - - - . 1 11 - - . - L ! , --i' i + - - � 4 , ­ T­ - - - - -I- I � �� i _j r __ _j - _­ __� - --- i i , j - I I f - -L . .. . 4 .� - . . . - i t . . � � . . - + -4 - __ + �_ . I " ___ I , L ' � ! _ - _ 4---- , - _ _� ...... ,I I .� . t' ' 1 4 ; __ - -, - A I I . I I � ; . . L-.-..I--.L 1 4 _ T _1 . �_.__.L�.___1_ � .1 ­ i . I - ­ . .- .. . � __ .. � .1 . L .1 ­_ 1. ­ I I—-. : - , __ ­ - - �_:­... ,_ ,-^L-,*, _r' I.. - - - 4 � -- __ �. 4 ; �JL __ _ .i i . _ _ Wi' f . -- -i _ _ - -1 � __ __ : J'_ _ � i I ___ - ­ I ­ - - 1. I �' - - __ I i ! I I I . . - - � - � ­' -- - � � _ - - L. � - - I - . . I- f" __ - **' -, ­' 4- '-- -4­ ­ - + t � � � s, - ___ - - __ � � __ i , . . . - --.'t -- -1-7 - - - - -'- -I-.- � L - ; _ t. - --I � I . _. � - - -I- � _'_ ' � - __� � __ - - � I - - -�-- - - I � - � � i - - __ - - - � . 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I � P� ' I - �-L- 4 __ __f___ - - __ - I - - : - � � I I . ­ I ____L__+' L__ _t_ _ . _ f i I �� ' � , 1 I I * __ __-r ____T I .__ , --- _­ ­�- t_ - ; - I I T � ; i I - -.4, -- - 4 � ­- J- - 7 i I -f - - f -4 L ­j - I I I ' � 1. + ' ­ ­ -_� - -1 - 1 � ! t - � - _ +_ - __ I - __ ��L - 4-, � ­_ _- . � . . ; L t _ i ­7 - I --I -_f­_ 1-7 q !_ - . - __ : � ) - ,. � _f` - . .. L4- . j i - __ �'__ . �-- 4 . __ --I-- ­ � . I - - 11 1. - . �� - ­ . - - .- - ' �� __ - - I I I . I i __ I - _.. -, IL -, . �_ - t ' i. . - - I - -4 ­ __ j ­ -t-­ ' �' J. ­ -V __ ­.. I - + ­ --I ­ -- L I . ­­ ­ -- - ­ _'_ - -_­_ - _ .- %:::-I � _ . __+ � __: L_-::- -. - f'_-_�' . -1 __ _ - - . I T � . t - ____ - I.. t � , w 4 - .4 . I - - 1 , ! - � . - .. . - . _"':­:''­ L L ' - I - � ­ I L L It . � __ --- t - t w L L L ' i ' '� , _ � i ; i - - -__ .­- I - 11 I - .- - - + - t - ! - I - I . � I . . 1 . - � ; - i �� - .­ --,-. I_- - 4 I - + I I ! I � � I __ - __ - . 1 . __ - I � ­ � -+ 11 - - i I 4 ___ -1 I I . . - - . � . 4 4 ' ­ � - - . I ! ' - i I - I I _ I I I - I -�- , - - L +_ ____ __! __ - - t- _ - - � -- . - - T T � . f I 4 I � i � 4 L _. f, _ , I .----- . . 1. I . �� .1 _ - - -_ t t . - I __ __ I . � I i t * ' I � -f f, � ---- : 1 --i __ - , - . 4 � . i . 4 '' - . - - - -t r : I I t , 1 f__ : . _ - --- -f-.­ - . . I . �� . - " . I - 1 .1 i I _ . i - - I __ - --- f , I I � . I � i . , i . . t I � � - L _- . A. .1 __ ­­ t ------- - t I , '� . I I It L- 'L . � I _ f , __ _j_ . _. � i � - __ � '� - - - � _� _' - 4 - _J I � -1 - I � - I � -1 4 , i - - 4 L � . - � i z' , . 4 1 . .f + m�_ . ­ -1 - � ­ T - - ' � . I � I - - - i I ! + I � � . I L � I .- L � ­ I f - - L , - * . I � ; � � � ; i � , I I . - ' L - - ,. _L_ -, - - I I I i . � I t + I i � I , I . . I ! - - - _ I � I t_ 1 4. .1 L . . i . I - - J. . --- ' - ____41 - - � - ! . I � _� 11 -1 __ - i � . - __ - �_ -7 _m - - 6 I I . ­ ' i_-.- _L - - 4- . t � - - + - - - .- 11 ______­___ _____ . .14 . ­ - - . __ I ; . � I - . i 11 I i - I 1, . - . .. . __ -7-7- � . - -, 11 - _ -, - . .. - - - --: . - - - ­ - - � I . ___ - I � _ , . . - � . - i- � ­- :----t--_---:- - ---. - I - I i I - � -, . ..' ' ­3 L __ I -- --- - 1 __ " . 4 ______1__ -.I--;- __ . . tL I I . f � I . . � L;.. - 1 4 __ A- � - � __ t - - __ :_ - - :_ ' - i I I I '. � A - * - - __ . -t . I - - � ---- ­.. - - ­.. --- .. - � .. - �� . - - --I- -. - I V -.- - I __ . .. . .. I . . I - . -1 __... . � -.-, - --- I .- .--- I I . %% - I ­_­ - -- . --- ­_ - - - _. _ . ­ . L I _' .- I— I .. � __ - - .- ,- __ - . - *7- . - - ­ ..--.. -:-::-.- _. - z ­ L - ­ - w ­ ­ ­ .1. - .. %----t,-- - 1- ­ %% - . - - _t -.- .. - ' - - -1 .�_ . - L ' ' __ -- I I __-__j­___- �'. --- T_ _. : I . _+ - ­­T. __ � t - I - L T .. '_ I %-- ­ . I - __ . . -A I ,- ' . . - .�_ - - --I- ___ - -.t---*- ­' ­ , _ + r__ 4 ­ -1 .- �� __ I . �-- -- +- � I I I . . - - - - L - � - -___1 . - _f ­_ ___._ - ' ' � - - .. L -- - - - - . _­ ­_ - - .- T L -' - - ___ LA - - - __ . - i �__ . I- L - - - -'-L--+ -LL-' - T., -- 4 I I ' - _+ __4 _-4 - .__ r -- --'4' , �__ � _t __ t L 'L ' - L , � - .. _ I - __ I __ '* - - - t ­ .- -- -- -f - - - 7 - .1 - I ' � . I . , ­­ �.__ - .- _._ � - I ! t _1 - : - . . - t - , - i _'_q - � - I -.� , I. - , I . - � - - I - I i - . I_ � _t . __4 . 4- - ,- - _... +_ _ __ .__ - - I i__ - I �1. - I - r L - __ _. F__ ­ _. ___ I- - - ­ - - - .. . - -, . __ - . - - . - .- I _. 7- - - -1 . - 11 - __ _. __ _r___ __�_ __ . _ - t - - -..--- - 1. I I I - I - ­ - - - .. t t - - - ___+ 'L -+... - - =-- 77 I- -_ - , . - .. t i __ � � . __ ­ _.. - - , . - ,. . _j_' - __ �__ I � __ - - ­ .: - __ ­_ __ _ _ _ I - ' _: ---.-. : ------- - � - '_ - - --'-" LL -' _­ - :7 ....... 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L I � I I i I t:- - &__ _... - - ­ I - N_ . - ­ I - �� L _ .. - - _ .. .. L ­ - �� . --- _ ­ --- I -- I . . . � - I - ­ I _ . . - -- ,_ I . - . 71 - 'L 7-7_-T.-_+_ - __ L -1 L ­ - .� - .- I " - - - : ___ ­ ­ ­ - _'. '__ : . ­­_ T., '."__'** - - __- ----- - - 17 - � - - _' - - , 1� _7 : ,- ­ � � i - �- � t - �� t- _- � - - � - - , % __" = - .- .- _: ._': - _% - - 7 __.:�:._ ­ ­ . ' _ L - ' -, : I � w- I - i0ft. _� f� - ' ­ � L L - I IL_ _- __ ---4- --- -:_- . . I I . I I - I t T' , " . - L � I.. . .. � - . --- - i-- . , L _. I . i i 1. . � I - - I L � to - __ 4 - - J7. -7 . . i I � I ,, - - -. -- - �_ � I . �' --- - . t I , 11 I - I - - - t 4 I - - - .1 - --j � 4 � - - - - I 4 - . � . I - � .. : � - I - - - 1+1_ - - �' - -1 � - - � -_ � _�_ . t __i__ - - j, ' � . -1 I � I - __ - � - L - - � . - _" - - I - ___- ­ ... . - - ' - - - ­ - - - . . -41 - __.�� L - :�_ I - 1" - � I - - - . - + . I . . - �._ - - . __ - - I - __ ___:r -: �� � 1. � . � - - �� . _.-I--- ­ � " - - I ... � - I ­ .--- - - - .. ­ . � . - - I . . --- '_ �' L - . - j I � - - - f i , - ! f.- _t__ - � -.--L - - .- -4 - - - ' - . i t � . � i - i � . I � ; I i � L , I - _: : � . . - - - - - i I ; - - � - t � __ � . . 11 t I --- __ - +_ U.� ­ - � __ �_ 7. . I ­ - . . - � - - - - f - - i - I - . I I I .- . .1, � � I � I - -+-. 71 � : 4 . I , - .-.-.. __�_.- t.--- - ! . I I I � I � f �_ -1 ! - - - 4 f I. I I I '� I ,_ i I I t ' !L _____ ___ - - __ ____ -, .- I., t' . f I I - f 4 . � �' ' f I 4 ___ ­_ __ - , 4 � i t .. . . "I + -1 I . - 11 . . . : . . - - ­ t i I . I I t- - - � I - -1 � . - - - t- - . - .. - iL . . �� - I . - - - - . - _. I - - - I - I - I - I - . � - - .- __ - - - + . . - I I - i . ..' . T - ___ ­_ - -a- , L+ L - - , + _ __ .-..- ­ � - 11 - . - . � , _L_.�_ - -_: I - - . .. - . I ­ - - . - - _: - _: .. . : 7 -1 . I - - __ ­ � � - -1 -- ---- - I - . i 1: __� i I + - __' L I- I I - __­ :___� A , +++ . � .1 _- +_ I - , . - ----- t� I I .. ,� - . . . . . I.. � , _ - - - , . - . i- � � . --- ' - - i I . - . � -i . __ - i.. '_ .- ­ . I - I � . ­ ­ ' '-' ' . ­ .* '_'_+:. ..' - .- ­ - '- ­ I- ­ ­ .- .- -' - ­ .- L .... ... _7'.. 1. .- - -_ t ­­ ---' ­ L- I - - '_ ---.-- � - -'L'-' ­ _: - _-. "-' ---.. -- - --- --.- - . ­... -- ' _-. - ­ --- __ - --. . ­- -- ­ .. __ --- A : - --. ­ - ­ - _ -'7:: . � - - I - - : _: _: _: I _: . . . -.--. ­ - ___� - - - - � -­ " L" ­ . - - - - - - ' - ­ - - - . . .. - - . � I - _". . j ­ � i _j­ 4 i - I i I . I _" . _ __ , : I .� _­ I -4 . - I -i-*-- t - t __ � _+ i . I ; . . - -1 t . - ­1 _ � I 1� I t ! ­ - -.-.- V � � i - 1- - 1 : ' I -1 T - __ 1 ­i I . " I---- ___ % I L 4 ­ --- - ' � � - --- . _7 - - --* ---. � - . .� . -i- - . , - ;F -. --.r, i - LL - - � -, � - i_ 6 _ - ` . -�- - 11 I - ­ .- . - - � . . � I I : - . - : . . 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I _ - .- 7 ' ' I . __ _. ­­­ _.� _1 - ­+ _ . - ­ - '_ )­.- I . 11 � -.--. -.--- ..4 � t ---- t I . . .. -.-- __ _4__ - I ._._i-'____J___.._ I . - __ . I .. I __'t - ___ - ­ � - I - . . . � I t - - - - , __ - - -­ ' - , � ­ �� � I ' --i_ j I 7 _­ _4 __ - - ­ i I __ _+ __ � 1- __ _ - __ � : __:­ 4 i - I __ i-- _ 4� + ' - - I I - - - -I- __+:___�.__. - -1-. 0. 11 � -1 - - .- � - I +1 ___ � - . - ­ __ __t_L�.. . .1. f- __ - L --f- I _.... - _j ____.� __'�� ­_ . --- -- -4 - -711: - -7- L I I I I - LLL - j - - y- I ..--- . .1. - __ - - . _____ __ ,- ._- --" . ­ - __ - - - - - 4-- - I I ___.." _-, - . + I __ __ .--- .- . - - __ - ._�_:.m.L.i_ � ' 4�__ - - _ - - ___ � __.:_ . : +_ . : . +. . I - - - - -­ I - - - _ _f _ .r. . - - ._f________ ___ __ r - __ I - - -T - -1 - I �__ _____ L _. . - - . - - L ­­ - _ I I +- I . - . * i L � . .- - - I _. -1 -.- I_ + - . � ; - I I 6- . �+ __ ' -t- __ -1 . . I __ I - _. ­ _+ - - . I I I . _ - � I- I- � - __ - I .. L - . -- 4- - -f -- -7-- - .- __ ____ .­1 - . .. . ­1 .... � ­ 11 ' __ � - __ . . .. .. . I -i - � ? - - __ - - ----4 - - . - I L , I I L � � . I .. I --- t--- ___t_­_t­__ L'-L----I--L ---- I_. I _T __ - I I ' ,- '' ­ -j ' ­� � - __ f -- ---- . _"' L . I ­ "- ­ - - � _+­ - I � T . ... � ' ' I -- ' - ' � ' � - I -- ­ . . � I -L - - . ? ! - i . ' - + - ­ � , 11 � I ­--; -- - 4--- ­ I_ I � � t - - + _t­ _ - - Lt- - - � - _t' _ � i ! - 1 __ _+ -- i _­_ _ __ ­ ­­1 I , . I . I - - - - � � L ! - - - 4--- , - ; - -1 ___ __ - - __ - . [ � __ . ­ � ­ . ­ --- I ------ �. ____ - � __ - � - .- --- . _�. - � - ____ __ _7______ ­ - - _._:.-4 ­. ,.- - "--. . . __ _. . - . - . - __ ' . I - - --L----. _ . - ­_ . __ _T t L � - I � -i __ _ ---t - . . _� -.-. - - ­1 - 4- r ___4 i ­4 � - - t 11 -- --- ; - - -1 I __ - ­ � - . ­ .. ­ .- ft ;!71..N' � - ­ __ ­ - ___ _. L - .. _. . + I � -4 - __ __ � . _ J_ - - L' __- ' - - __ - __.. - L . ' - I ___._ ____f___ ':' '­ � __ - - - i--- - 4- ___ --- ­ - . + I ­ ' _'* . - _' � - --- - - ­ -__�­ -'�' I 7 , - I I .__._*�. L ­ � - - - .--'..-' T -­ 7 - . _' - - + __�_ 4- . - - -1. � I :: ­1­ __ - ­ - - - -, � ' _ ': - - - __ - _ _ __ -. ': '- -. _ - ' ' ' - - _ __ . . -_' -.' L- _ _ _ * --- . : L_ L- __ ­ ___ ­ ­ ': - -' _ _ - - -I-- __ _' - :... --- _ * ­ 1. - __ 1. ---.:. �__ . I- . _. ___ I __­ I .- . _. ____ ­ + . . _-7-1. '_ -, __ __ . I : t � - -, F- , 1- -4 , - 4 , t : - I . 11 ­__4� - - ,� �� - __ __ __ T ; - , ­ -_. __ 4 4 ' I f _4 - _'_ __ I r - - __ _1 __ 1 '!- , .. ­ - -- -� .f L t ; I ; I :1 - , ___j____j_.__ _t__ ' .. -t . 4-: ­ , - I t " t - -_ f- __::��__ I I - - I . - - ­_1 - .. . + 1. - i �- � - i - - I -_-:7�---'--.t7--�-_f7- - - i - -+- + i� - ---I-- _-. - I --- __+ - - - - __ 'I __1 ' L __ - __ , - "' t- - __ j - __ __ . - __ __ I � . - - - - I ­ I � 1. i 11 - __ - - _+ I - t- _. . - '' � � i t . 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'__' :' _-_j t - - *1 __ - - - �' :.i-- : _'� __ : ..--- __ : __ - � 1: __ - - i____ __ : i- . --- - 1_­� �� - ! .&_ --- t-- . - -+ ­ ­ __ _- , . - .1 ___ . -, - - I- .... .- � , :� -� , __ . - : - : '. _ __�' _.- : L- _ __ -..- : . __T : _ _ _ . __ T� :� - - �J­ _* - I- - ­ -. __ . . - . __ 'L ­ - . .- . -_ - :: �v " . ­­_ '__-: ____ 7.,.--,.-. I -­ __--:: I ­__ ---- _: __-.-. . -.--- : .- '-, ____ '_ .-_-.-.- _____­ '__-, , . - - ­­ ___ I ----,z - 4 ­ --- ­_ I � __' ­ - . I ­ - ­­­ _. � - _' ,... - - .. '_­_ - .- ­ - - - ­. _ - .. ___ __ - ­_ .1 __ _. - - - - _ '___ __ - " ­-, __ __ . - , - I ___ ____ " . - - __ .. � - - - __ - � - 1. __ __ - , ' . i - � I I- . I 4 - - 4- - - I � L . . L 1­ --- 1- - - �_ _t : __' f___ : L � .. . ll � i �� I I- ­.- -, L L'� __ - - ____ --i � � t" 1 1. L � . _ L L - 4 - . i L _�_j _'___ _� � 1 __ . ' �_ - . I ]. - L "I - -1 I -i - .- .. I I ___ �- L IL , f � 1 - - t , !� I' � I i - ,- - � . - - - 1 1 I I - - 11 I __ - - - � f - - T - _'_T__=_ __ - I . - - � _ - - I . '_ __ , - I __ - - : : - - ��� . - - � - - - , - - - - - __ - . - - . .- _� ' - - ' ' - - --.- .- , i -_ - � - - - . - . ., - - LL - . " ­ - __ __ __ '__ - __ - - J�� - - - - - __ - -L- -_ .- - __ :_ - I - . I-- 1 . - __ - + - - ­ - . __ - . -_ I + - *1 .... , - - - __ __ - - I -_. - __ - � 7�_ - - __ __ - - .. I I 1: ' . - ' - - _____ ___ *_- � �_ - ___ - , - , - - � , - * . - __ -J---: :_ , - , __ __ - __ � . - __ - __ - - __ , : i . - __ ­ - __ - _. __ � I - - __ - � _ __ - - - I - I - ___ - - r __ + - I . 'L . � - - - ___ , __ - � � � - __ __ - __ L I � - - I __ f t- - - 1- � - � - : - � _- � i- �� i . - t t - ! � 4 1 1 � 4 - - . __ -11 - - __ _:' - - - _�_ - ___�_ --- - ; , I - , -- ­ - . ___ r I - - - T - � .- - I - 1 j - 4 _- -' ! I - - - - I - 1- - I � I - 4 � - � : - __ . .. __ - - ,-- : L 'L I - __ - __ - I __ - - - 1- 4.- - - . - ..... - i . � i � ' - - ­1 L 11 �� . I I L - " - , - - - . - , ' - ___ __ ____ _ ___ ­ ­ -1 .- ' - I- I- - - - ----' - - � - - __ _ - .. . . 11 L � . __ __ __ - __ ­_ I _'L - . 11 __ -1 ' - - - - - - - I - - I - -1 __ �:_t -_ - - ­­ I i f i . L I L .1 t ' � . r � I I I ' - L- - - '�_ - - -�- - � - - , + +_ - _�__ : __ - - - - __ L . i � I I - � - i � , '+ 11 I . -t I I I 11 t - __ I . � + ,. f � i 1 � - - 71. I I - - - _�_ - I � . . - � - � � - t � - I -1 . � - � 4---- t - J 1 --- - _F_ I - - - . - ____ . � � 4 - j - � - 4 _____ --- --F- - _-T I _ _ f _ - - __ -t---T--,- 1, � f � - - - . - 1 - ' - ­ ­ - - "I -.1 �� __ __ - .. ____ - . _ - ­ - - � � I - . . __ ­1 'L - __ - .. - __ _. � I - � - - __ -� - � - , ­ ­ - -_ � __ . - __ ,- . __ 7 -_ t - 1 - .--- - . .- 11 ­_ .1 . I .. - - I __ _. t __ - -_ � � -1 , - - I . . _ __ __ . - . , - __ __ ­ - .. , - __I- _'_ I � . . - --- __ _ ­ I - _ - . - ­ - � - - -1- . - w� - --- ' --- - _ i--_ 7i.- ___�__' , -, , - ,-, � i- - - - - . � _: - �'. . - -_:_-,-_r-_:.,-,- - __ ­ - - - ­_ __ .- , - ,- , --- _7 7 '_ I.---- - I I _. - __ --- -7- - ----L- : - -.-- . : .. _ ____ __-7- - ­ - 7 �: - . __ - - . --- : - --- - - __� -:7- - - ---- ­ - 7 _ � __ - ._____.._­__­_.__ -__:_ ----- � __-_ . ____'_ ___ ..... .. I .. - - __ __ . ____. - __ ­_ __ - __ __ _'.. - __ - - ­ ___­ _ - _... - - - _. _ - __.'______: - - . ­ - ____- __ - ­ L: . L, I .... - �- __' . - ... - . I � - - ' ' I- __ ­ "---- . . I., ­­ . ' I ­___ "I -.---.- - __ - 11 L I . 11 . t - __ I ­ .- I - - - __ - - ­ ­­4'­ - I - � - I I - __ I --7'-t- - - I 4 - I � I I I - ... L .1 IL --4-- � � .. .1 - - � � , - __ 11 ___ + - � - - I - - - L- - _1 - - ; il - - ­ - f ­ - I - - - __ t- - --- . - - -4-- � - +:_L _i,:: . - I .. - - - __ I _f__ I - ­ - - - __ - --- ---- t7_____t____4_ - - I � - - .- I ­- - � L' - - � I "I __ 4 - - - - � --- :::-L _.::: _'_A�= ____ . - -_ __ � . - - 'L f - --- ­ -1- -­- - - . � I . --- � __ - - � __ , - _ - -_ I : __ L- - .-- : .- - -_ - __j�___ t- _: . - L - - . - - , - - __ - - -L - -.- __ ,_ - - -t _�_ 11 - � t __ ­ _ . - � - I - - - _. - __ - ---I - ----t--- - - - - - -_ L-t-- - � I . � . ; I .- * I + . L . �_ - - I ---- -- I - __ _' . ,_ _�- ­ - __ I * __ ­ - - - - ­ 1 ----I - - . � - -! - I - - - ­ . - . - - __ 1­1 . � � - . - - - � _- -1 ­ -4-- __ - - +--- - - L - . _' - - __+_ - - - - � ; - I _- A � - I , .__ � - L - 1+ - It - I __ . __ --- --.-- . -I-Z, _­ _' � - L-L � _' _' ­% - - _­ - , f � I ­ � -- ----- - ,-. - _--_-_�_- I .. ; -­ � - ,�- _- L- � - t f __ � � . L't - . __ � - 4-- L-' -t ­ - I ' ; I-:- - - i. ­ � I - -- - � I--- 1 t i- t I i ! � . - . L' - - - -1 - ­_ ­T_ - _ _v - - -t. .- . - I - - _­ - . __ - - - - - - - � �: . - -_ -, . ­ . - - - _... -_ ­ . .. - --..- __ ____ f -1 � - 11 .. � . I- . . - I __ - ---", ____ . - 1. . _' - .L ' . _-. _ __ ­ - I - L ' _� - - ____ --- - - ' - - . __ . ­ .- --- ­­ ­ I - __ . --- � __ .� - - _. - � . . _��_ L - - - _ , - '� - _' .. ­.- . � __ - .- .- . , __ .­ I . . , __ '__ � - - .. � __ ___ - _ - __�: - - ' _L' 7 ____ _='T.+___'_.. __ - - . __ - - '- � ___ . __ - 7 : . ­ __ - _'_ ­ --- � : : ­ ­ - _ . ___­ 1. . - - ' - . ....:" �___' : ' .1 : .--I---- _. - ­ -_ L. . � ­_ L I- , _... - - - --- - : - _.___ ­ : Z .. _1 ­­_ - _ ... ... . - , _.- L, - - � ___ .1 , __ I ­ -.,-- _ _ - �_ - . .. ­ __ __ f ____ __ , , L' - � � - _ - '- __ '-""' I L' - - � 7 - -1 ____ - _. I I __ � __ _. ' "L ' -­ - - __ -1 _... ­ +_ __ - __ - I - I - ­ I -I-, '' - f' ­ - - '-' - � _: I - - __ - _' . _. I - I - I - . I . '­ - - - " _j­ ­ _ _ 1 � -_' ­t- -_ _ __ - ___ 41 - - - I ­ - - . _ __ - _-_-_ - i -- L - L t - - - __ i_-__ : __ � - -1 - I � - _ -4 _ _ J� � I . - _j___ � 4 _ . - - I - __ � :_� __ - - __ - ! L I . _ + _ * ' I ! I - . + - . I - � __ t __ __ . ' _____ I- ____ .- _ - - - - - - - � - ­ . L - � -, � ! I - . I - I - � - __ 4 _ _ f _ _ 1- t - - � _ I __ - 4 I __ - ___'r + - � �� - - ____ -.&- i I ____ .. - , __ ___ -t I - __­ , __ - " - . - � - � - - - - - _ 4 __ I -, _74- + - I - - - - - - _ i - -' - I .1 i - - � - ­ ­ '__. � . I - - � I - - . - - - - - ___ I .. � L --- -"- __ ' .- - " - --- . - t - -i _- - 1-- - . I - - -- - -f- _----4----r 7-- . - � I .. . - - � __ i ­1 1- . : -t -_ - - -_ -_1 . . .. - � , __ -- T - _- . __ - . - .1 ... -_ . 4 - - __ - - __1____t - - - - --- - -11 - - - I-- ... -_ -_ - - - - - - ' --L __ - , - - I - - - f- - - _ _... -_ -_ - L' I __ - _4 - - - __ _. _ -_ - � - - - ... �:L � - - � -1 - __ .. - . -_ . - -, - - __ ,- . -_ T I - � I- ____ T - � , . 7 - - ,- - 4 ______�1____ - - __ I ' - - -1 ­ - -- � - �� - . 7- - - - -- --4-- - - I_- I ----L------ f - - . - - . - - I - -- . . - __ � . r - . - - I 4 1 4 ' I , I - , j _ ' , - - I - t -4 � ' - 4-- - � - I + 4 - i- __ .__ ­- +- ----+-- ­-4- - - -- +- ----t--- -4---:7- . . _� �' - - � 1 I f I I - � , - - � � +_ . 'L - ! _f__ . _. __ I _ - t- .- t - -- - T - - - - '- - 11 � � t __ 3 4 - - , - ___� --i ­ -1 __ __�_�_ - � I - I . � . - . 4 , - � - I � . - i t ; I ___ " _- � . � - - 11 __ __ L - - � I _-, I ­ --- .. __ , - - I - 11 11 ­� - ' - � . I - I - - LL F - i - ___ - -, I - . - - - - - - - _ - __ . - 4'' - -j"­ ­"j'-'­: � � - - L: - - - __1 t- '- -t'-' '- _'. � T I I I I I I � ,I t � ! � f L _____ ­___ I—- - - - --- I � - ­ - -- - - ____ L . I i i � - . � -11 I I t I T . - - F + - � - - .- , I , '­ '-I - - � - - - - - - � - - � i - I - -_ L' - - : LL � � 14 - ! t - ____ - - - - - - ­ F ! � 1 4 + . + . 4 . L I __ . --- _-:4-- _T_ - __ __� ' ___ 1- - _1 _ . � " - ! - 4. - i - I . I I __ - ttL- - __ 4� - - . � 14 __ - I � j. - + ­ - __ ­ �-, - . .- - .. . - - __ - - . . - . - . - ­ - ..' - . � - ___ . ___ ­ - . - - - L - ____ , - _ __ , . - ,- __ ___ ----i ____ - . .r - -- _: . _41 - - - - I -t- - - I .- - I . . __ _. - - -- � - _� I - - _. � . - - ­ � __ _. ... _ __ , __ , - . - � - _: -. - _- - - - - . . - __ .. - 7-- L - - - __ .- � L 11 - I __ , , � . _­ . -:__:: . - - , , I - _ _ -,- - 1 - _' --- ___ I i -_ � -_ : � _: : :=____ I------ - I .. � - :� �: - _L _: _' - ­ L . "-' - - ___ _­ f ' - - - - - L - _ _ __ _7 __� --L ' � __ - ­1 777 - - _� �- " __ :- '_ .- I --L-:-. w - :. r .- - __ __ � - '� :- :- - ' L - - � - -1 ­ '__ I __�: - - .- - - __ - 7' :' _� -'- - 1. '__ 1. I -_:: __ ____ _'_ '_­�­ __ , ' -'- , :� ___ - ___ �"�_­__' -,- " � -_ - - I - .- -.1 � ------ I—- '�� -,- " ' - ­ I—— - - :*'-- ��' - ­ - " ' I - - - .- - __ ­ �_ ++I- . . .... -, +_ _ _'__ ­ ­ -_ ­ + __ . ­­ - ­ ­ - - .--..-. . ­ '­ L - ­ __ - - . ­ __ - = --- --- --- - _. .-, ­ ­ ----.---- Z__'_ * �= :_- __ ­ - ..---- . = . ­ ­ +____ .. - __ .... --= . ..---. .--.- __ - - 1. �-�.-_-' .--.-. --- - ­ .. - __ . I _'-_ - ..... _­­ -- ­­ - 7: . . I—. ­ --- - - � . '- ' _. - ­ , -7-- ' � - f I ­ - -7- I - - ­ - ' _'_ 7 � --- . - � _­� ­­, . __­-_:__­_�__ ­ � - i - - 4� - - . - - - I � :::': 7- - :'+_'_�j -­-�_ ­­­ � I L - f 1 _� __1 --. L-'----I'-----. - - _ __ - - ­--___r1:�:-- I - - - �4 , .-.---. - -T --- I . - L - -f ­­ .... .. I ­... �_ . I ------ ­t-- - ---.---- - _- ­­­ - I ----� - - I ' _.- 1, - .--- I . - � t - I ------ I---- I - - . , ------ L - - - ." I ---- L., _ 4- -_ - f -. '-t- - ­ - ! - - � - - __1 ------ ­--j-_ L I— - __ - , ' ­-p - . -_ - I- �1- 1-1 , � --- 1 __ - ,-.---.--.-. -t-, - - - - - � . - ' - '_ - - - . _. __ t & - - - ; --i - - - _.- - --- - - - -:---- r- - - - __� .- w _m - � x- - _' - - - t-- ­' . - ­ - - - _- -: --- � .­ . ­ - - - -1 - - - . ­ - .­ - - - ­ i __4 .- . - r - - . ---- - - - - - - - '­ - -- F - - - - - - f I- . - - - - ... , - : - _.- - --- _:� :77-'. t - - . .__ - - __ - - . I- - . - - - - - - � .- - . ­ - __ ___ .,-- . - . ­ .- .- . - __ _. , I - __ %--- -t.. - - � - - - - _. I- - - . - __:_� - -1 L . -7- __ - . _7­7 ,_ - _ -1 . - . - I ----+: 7_t7 L - . _ - - - - - - 7 - J_ __ __ - _- -_ I .-� - - - I I - - -� � _'__ � - - _ - - i- I- - - I � - - . - - - � . - t- - �- - -I- - - -----+--'L --- �f - - . 4 f '- _-4 -- -' - - I- 'i , i - . -, I - I � I - __ - i r I ,----! - -- - - - -- --t­ ��i - -- _- -- + :_ : - .-7. - _ _ __ _I - --I -7 - _' - - - -t - . - - - __ - ; � � '�___�__ - ----. ._�: t- �- -. t - ---- %- - , � - ­ . � --- - - - I- - . . r- - - I -.1 __ -1 i L -4- '.. t ., .- .- . � f t ­ ­.- - ' - � . - - - . � - 1 +. - + 1. ­ - __ - _. t - - -_ 4 - I - t - I I , ! � . -.--- .- --* _­_­_t_.___ Z --- -!- � - - - - - + .. - � - #.- - ..- � + _1 - t i L _' It --- i - - - t- -- - - - __ . - - - 11 - - � I __ - . - I . - - I-- - - _ _ __ _LLL ­­ - .--- _4 ­ --- ' --'+'-- - _:_ �'- - L _- ' - ' - I - � I � - - -4 - 'L �__ --�- _T __1 t -:- J : ­q­ -f-_ _ -_ - ­ - � -_ :­ 4-- - - ­ I - . '� '_ _ + � - __ - - A. :_ ' ... ' - - - __ .- .. - - �= _.__.: - .---- __: ___ - - -f ____ I - - - ----- ---- - '___. .- ­ . � "I _ ­ - .- ' .... '­�=__. __ _ _ .. __ - ___ _ __ ._ _ - __ .1 - L, - - - - - _�: - - -, .--- - = --- - . I .- - --- __ - __ __ - __ __ - - I .. - - - ... = ---. - . - __ - -: _j___ __ - I _� 7- _ , _� __ - _ � - ' -- -4--- - - - . - ---- _____ I - - . __1 , _: - ___ i� _ - - _ - - __ -- - - __ -,..-- - __�_ I . - - -1 . _ - -1 ­_ __ ____ - -_ __-� _'_ ­ -.-- ____ - ____ -- --- � I -1 __ ____ - __ - __ -_. -, _ ___-_-. � ___ - -,---'- - __ __ --- _____L __ --- ' _'__._____+__ '__ ____ -, __ . __ - ­ _. ___7':'___7"_. _7 ­ - +___ ' .. _ - 1­7 � =-. - __ ----. .7-7 = - - __ _' --,--. - .. ___ .. ' - ­_ --- ­- _" - ­ I.. __ - - I _: .. - �. -. : - -. PROF1 LE SCALES HORIZ. 1 " = 40' ­ � . :.' : ", ___ ___._ - ... __. _ " " - "L, .-..-- w'_:_' -.,.-. .. " _'_ ' I ... ­_�: -_--:- : -.,.-. - , "" * ­­ ­ .1. .1 -1. ", - , L - . ­ - ,- . .- I 4 .1 I - - . . . - I I . � � . _­ . _ .. - I - +.-. I 'L I f - __ j , I I ­ I - _-__ � , _-__ - � I I . . � , . t L I ' -.-.+-' _-.:.____ � � ___ - I . L ' � . - . __ _j_____.__1__-_T_­'-_ . t . ' I— � I I � : -, L - - � - __ - I ._-__L_ _L� .- L _� - , - i L . , , - -, , __ -_­-�- � - . 4 t - -- -1 - - ­ , _' . - _J_._L_ I - . - . � _ - - - .. - . - _.. - �_ .- . - - ­ -__ -_ ___ . - - - . : __ - - .. ­ % I L _' - :_ f _ - -4 . __ - - - , . - .- F - - - � i - L _ - - I _ .F I -� I . I � - I : - � - ­_ . I- I ---. - - " _� . . . ___ : - - . , . .- - __ �: . I , .- _.:_L 1_ . 4_ �______� I t__ . _:_1=_ - � . - _. . - � . " ' '-.-. - � - I I - � . . . t­ � f - I t I I I I � L .- I - . I t I - � k -4 --- _____t___­____ ___._ . i f _! . ! 11 . i - I � . I - +' +' - - - - +' � ; ' L �­ L t- � .1 � t__ ­ L '� L i f" " _T - _� - 4 � � � , , � . I I � ;� � t___._+______1 �' � I . -t- I � 1 __ - - - i A L ' t - -r - _____�.________1:�i___ _ 4___ . 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Call: TOLL FREE 1-800 WATER / SEWER APMVED BY: COUNTY OF RIVERSIDE, CALIFORNIA CURVE DATA PR SCALE: 1 "= 40' __ __ I COURT 227-2600 EAST RN M CIPAL WATER DISTRICT F I 1 kta I i4o #A& ju � -'J� DEPARTMENT OF HEALTH 0 DELTA RADIUS LENGTH TANGENT 0 �O' io, 80' ik' i ws T" DAYS I 114-m __ KFOK YW - = NGINEER OF SUBDIMSIONS M I - *PRMED BY: 23*39'27" 300.00' 123.87' 62.83' __ _____ 01111110" / DEVELOM INITAL i DATE 24*1 2'56" 500.00' 211.32' 107.26' enaw OV" aLTLM N' E - 9 MC- APMVALS 205 NOECT M. - mpEcTm -,---,_- 'S14 ; .- I FOR HEALTH DEPART", RIVERSIDE COUNTY CA. . 9 23'1 3'25" ." 31 3. 00' 126.87' 64.32' . 1 045 EAST AVEnNUE, UI CTTY OF "&N, CA 9 1 748 1 wrR. ______ �' I 626 912-0123 * FAX: (626) 912-7045 1 . Ommmm I - . DATE - - r SCHEDULE "A* Z-P ci I o o ri i I.D. 13 & U-1 . � I SEAL -CO U � NTY C01.10M OF RIVERME SEAL -ENGINEER CSL ENGINEERING INC BENCHMARK: - S.A. 33/41 W.O. 99-286 WORK CONTAINED WITHIN THESE S'-KI NOT COMMENCE UNTIL AN PLANS I � ,,, �� '' i 10FESSi, TRANSPORTATION DEP FE.J.3/0 *� I RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION i I 11651 STERLING AVENUE, SUITE E � C. 0. ENCROACHMENT PERMIT AND/OR A A,. 0 � 1< - COUNTY 0 F RIVERSIDE I GRADIK PERMIT HAS BEEN ISSUED. <^- uj APPROVED BY: co - e _f. <0- - RIVERSIDE, (909) 785-5122 CALIFORNIA 92503 * FAX (909) 785-5180 OF NEWPORT RD. & UNDENBERGER IRON PIPE & TAG MARKEI) RD. A 1 COUNTY IN CAP Kii MOI4. N AND PROFILE THE POVATE DOM SOW THESE PLANS 6 RESIWW FOR I - COORD. 23-C-39 1 AS= X AWJKY AM #ZVTMUTY OF N I)EM IN HIXOK IN 1HE EIANT OF OCKWANCIES ARISM 4-0 COUNTY OPROVAL W_ 33950 1V * Exp. 6/30/02 * f \11.� ('''''''" -- ef - - el- r- w No. 91 7 :_0 * Exp 12/31 /01 * ' ELEV.= 1425.152 TWIN ARROW CIRCLE & PRELL COURT SFN:F-7 5 OF 8 I I I PREPARED BY. R.C.E. NO. 2.�Rj Z D-2-107 OR DAW CONSTRUCTION, THE PRIVATE ENGWER SHALL BE WWWOLE FOR DETUMWC At4 ACCEpTW SOLUTION AND tp, A clvl\� ��/ DATE %p civi � I �� '' r:cl�_ _. a. ';c 7 - (EXP. 12/31 /01) . MARK BY DATE I At-f-m. I I DATE SCALE: FOR: W.O. -1 cm m W%MS THE RAMS FOR MPIWAL BY THE 0OIMTY RMSIONS I OF cp'\� RECOMMENDED DATE - . ___ __ � VAO� 10 , � � . RICHARD A. - -A-A- SCIANNI �-- DAW_ - . 0- / 4f - -0)-9 - m H:_ 10=40' - V: 10=4' I - . 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"s-9 li_p� U STORM DRAIN 04EN INSTALLING WATER SERMCES 1 -T AIS AND SEVIIER LATERALS U t4 P.V.C. C-900 CL 150 CAMINO CRISTAL i INT. STA. 1 0+00.00 KENTFIELD DRIVE WATERLINE 13 9 WLY OF t cK VA 0 FEAC;O -STA. 23+40.03 CAMINO CRISTAL E)vkjvE 7 � STA. 10+04.27 STA. 10+05.97 INT. STA. 10+00.00 WOODLEA LANE Ir SEWER j svif-ET / 1419.82 BOTTOM So WA12 = STA. 12+57.73 TWIN ARROW STA. 9+116.58 = 14+12.49 KENTFIELD DRIVE q q. INT. STA. 14+00.13 WOODLEA LANE sv'F, �1 � I 5' N'LY OF ' _ - STA. 13+13.64 PEACOCK MOUNTAIN I � �� 1415. N TOP 1 T SEWER ---------------- - -STA. 16+91.20 - STA. 13+99.07 STA. 10+40.24 0 E Z7.4%.r. - F__ I - CIRCLE 6' E'LY OF i 1 -8 FLG'D TEE 1 -HxH 90* ELL 1419.e TTOM 12- S.D. STA. 10+ 20.64 1-a" F1 B.F.V. 'L'N RESTRAINED JOINTS STA. 10+05.20 1417.22 TOP 3- SEV" 1111111111111111111111111111111 1111111.-..'.�� f­ i 4 I %"j J ;_ 2-am FxH ADAPTog (W,S) - STA. 14- STA. 12+06.19 STA. 12+05.75 It 1421.70 BOTTOM 350 S.D C4 1 q I/ 1420.67 Ir WATER RESTRAINED JOINTS wa I Ll q. M.H. NO. 15 9T.- = STA. 10+05.64 STA. 13+ 87.35 � 1* I I 11 . � M.H. 0. 16 13 JOP I - A 6' N'LY OF I N T . s m STA. *+01.07 I j jr i INT. STA. 12+00.10 WOODLEA LANE 6' NTY OF � . STA. 9+86.86 STA. 10+58,93 1 A.V & A.R. PER - 1-15" 1(HxHxF) ME _.- -STA. 23+26.74 1 1425. IQTTOM Ir WATER B-598 TYPE Y 11-0 _Z� 9 I - STA. 10+00.00 PRELI COW * vj. 1-8- FxH B.F.V. (W) 12 ' - 1-a: (HXHxF) TEE 1 24. Tw 11F SID X 4 5 6 E 1 1 RESTRAINED JOINTS 0m I - 2 3 14 i 8 10 \ ec- TWW� 1-0 Fxm EI.F.V. (N) BOTTOM 24'S.D. \ s - 7 9 RESTRAINED JOINTS 53 SEE NOTE EREON SEE NOTE HEREON io I - STA. 1 0+00.00 WOODLEA LANE 1 1 ;*- 1418.23 TOP S' SEWER 4 47-470 TA.1 1+95.00 !a ;� % I IL N ".: 42.a5, 8 E.C. I L.,, 1 4. j 4'_ L= p I L-W of 0 . ' ILT ' 13v equ - A 1 01 7 -29.49- It v, _Q N _'m_s I __ .251 � k _& 42.89' 55.00' lj-,�' L142-1 & 14 b 7STA. - ­- I . 14+18.69 . w � ) 1�1111111' !!! !� x - STA. 10+06.20 1r_ I Ld . I � 6 . - % 01 NO. 1 5 X - - - - % f-v c .." 0 z:::.z �_ - 11 I.- ­_ 6' E'LY OF i -----I-- , . # - 4- L:_�� - __ ___1 m I - 9 - - '�r__ 13. 11 T '.---.- I N41I&I 1 t Zm. I v- -1 - - . * _+ ABREM . �\\ La 1 21 1 1 77 _">�-Z_ I - - -:-- tr . -_ - . vl� -"�---6�:Z- =-:;F---n=­- A NWM'2WE w Iv'- - I I - r- ___ � - __ _'_ " ' .T.- 1+ cn ==3 . - ____ k 149X� , - - - __ - . - r, -7 STA. 10+34.10 . I . 5 ' I , 1420.31 BOTTOM 54 0 S.D. afts I = j m I I t� - _.j I L_ * . %'r 69 11 -42' Lu Icz .1 1 .56, 55.00, 55.00' 35.68' 55 83' 1 48.68' A . 1415.53 TOP 8' %52 ;* STA.11+33 I � D SEE NOTE HEREOW� 1 4 . . 9. \ STA. 1G+63.99 . . *1 STA. 1 60.54 B.C. 11+64.37 S. IQ I 8 1422.59 BOTTOM 180 S.D. / \ 1 4ZZ. Z5 11V I I UM Z4 1423.70 BOTTOM �- WATER 1 w t M.H. NO. 14 8 LA I 1421.4g.r 8' WATER 1418.36 TOP 8' SEWER "O 1415.64 TOP 8 SEWER C 6' EPLY OF of 56.77 . 445�_ _� w 1+ . r- . iz Z. 2 59 sTA 68 STA. 13+30.21 4 60 ";tE HYDRANT 11 85 SEWER 56 57 58 59 A 0-362 STA. 11+87.87 1424.42 BOTTOM Sm WATER 55 PER I i �M. VAMS E*LY OF Lm 1 4.14' 1 - STA. 9+87.77 1423.92 TOP 18' S.D. q. INT. STA. 12+70.64 KENTFIELD DRIVE Ir SEW STA. 13+99.67 K DRIVE 1�1 If STA. 10+19.76 60 � . CAMINO CRISTAL STA. 10+05.4a 'A" LANE 1418.51 BOTTOM 720 S.D. 1-80 HxHXF TEE t = S7,k 17+04.11 TWIN ARROW CIRCLE , VARIES rLY OF i 1418.19 BOTTOM 8 WATER KENTIF EL 1417.13 TOP Sm SEWER 1-8- FxH B.F.V. (S) r P.V.C. C-9w CL 1 141 .1 6 TOP 8' PRELL RESTRAINED JOINTS WATERLINE 13v rLy OA WOODLEA LA E DRIVE m COURT - -_ a � SEE 0 RIGHT SEE 0 LEF7 SEE SHEET 5 CURVE DATA I K NTF1 DRIV ww V OWW Swvwo STA. 13+85.81 STA. 10+13.09 1418.62 BOTTOM 72p S.D. 1418,57 BOTTOM 720 S.D. 0 DELTA RADIUS LENGTH TANMT 8* P.V.C. C-900 CL 150 Ca: ML IKE 1416.95 TOP Sm SEWER 1417.52 TOP So WATER � I -am WATE / SEWER APMVED BY: q. /AN 1 0001'350 350.00' 61.25' 30.700 COUNTY OF RIVERSIDE, CAUFORNIA \Z/ 1 227-2600 EASTUN, MU WATER DISTRICT TYPICAL FOR ALL TEES OUTSIDE OF MAIN -LINE /-D-\ \D i 0*01,35" 3,37.00' 58 97' 29.56' v f lwmt DEPARTMENT OF HEALTH JOINT RESTRAINT LIMIITS-IN ADDITION TO RESTRAINING _/ _ . . vwl r*6 W� $A" l-r,\ 21 W91 70 w vw m CI`VIL ENGINEER OF SUBDIVISIONS . DAM JOINTS ON BRANCH SIDE OF TEE, RESTRAIN BOTH . \��/ 300.00' 110.68, � 55.9w APPROVED ITY: I RUN -SIDE JOINTS AND INSTALL A FULL 20' LENGTH D 21 '08'1 7'0 313.00' 11 5.47' 5&4 INITAL DATE . OF PIPE ON EACH SIDE OF TEE RUN (WHERE POSSIBLE). 0040 / DEVELOPER - __ PROJ= EM. -1 � -�e's '67hr 1 1 1 . NOTE: SEVER CONTRACTOR SHALL INSTALL SEWER LATERALS PER SB-177 (E-) sm omm =1 1 Imm - ­ M I . . . 205 Wiwi APIPIMALS NVILIM - __� FOR HEALTH DEPARTMENT, RKM COLIM CA. ALTERNATE ELEVATION 'A' UNTIL PAST THE 72* STORM DRAIN. J'W5 EAST GALE AVENUjj 74UfTE I � wmwuw� CA 748 w"t. 010MUM .----- , OF INDUSTRY, � - I 626 912-0123 * FAX: (626) 912-7D45 I SwIt. WMTM I - r - DATE ______ - SCHEDULE "** Z- P4P% 0 00) I.D. 13 & U-1 . - - I - SEAL -CO UNITY - COt#M OF WIUM SEAL -ENGINEER ------ CSL ENGINEERING, INC BENCHMARK: I S.A. 33/41 I W.O. 99-286 WORK CONTAINED WITHIN THESE PLANS NOT COMMENCE UNTIL AN TPE HMQff RMIT AND/OR A WPERMIT HAS BEEN ISSUED. , !! � I I DFES , A. 0 - V' 0 TRANSPORTATION DEPARTMENT APPRM BY: ''! � I I A -IF ';� K A . , .1 of ;(14% � , Q � - A� RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION OF NE93'ORT RD. & LINDENBERGER RD. A 1 " IRON PIPE & TAG MARKED C"1Y IN CAP VIELL ". COUNTY OF RIVERSIDE N AND PROFILE -_ - - 11651 STERLING AVENUE SUITE E RIVERSIDE, CALIFORNIA 92503 (909) 785-5122 * FAX (909) 785-5180 C.O. __ - - 1W PRIVAIIE DOW MW TtM PLANS IS RE"WE FOR I ' m COORD. 23-C-39 I P_ 33950 "10 uj No. 25917 SHM 6 CW 8 AWN IK ACWW W AavTAwTy OF X OM N HKON. IN m MIT w 0mumm w" m" c"TY APPROVAL * EXP. 6/30/02 * _//r_ Nl_� - W. * Exp 12/31/01 * ' ELEV.- 1425.152 I KENTFIELD DRIVE & WOODLEA LANE I I PREIPARED fff R.11E. NO. 2.�Rl Z /074 I I OR DURING CONSMXTION, THE PMVATE DXV*ER SH ALL BE RESPONSIBLE FOR DETUMM AN ACCEPTABLE SOLUTION AND - . I civi I ,, OF, I/ %'� DATE if, ' ,-. - It- . OF �Ip_ - .' . (EXP. 12/31 /01) ����� 0-141-99 ,D-2 MARK BY DATE REVISIONS APPIR-1 D SCALE: FOR: W.O. cwm-9JAfmb'(A(A ENGINEER COUNTY wyac THE PLANS FOR APPROVAL BY 1HE C"TY. I . C,k0k RECOMMENDED DATE - CA'ON I __ ___ JL -�;'e-u%-1-:, DAM RICHARD A .- SCIANNI H: 1"=40" V: lm=4' - ____ I � I FXE NO I #_ _)� JN482/5-14-99/482SW6.DWGLS-jb � - ,.1 4W _ - , - ___ - - - -- *1 - - f. - . - - �- _. - _ . - - .1 1_1 --- -#­ .l.. .. � -- - �. -- - ­ -- � _. . - -1 . I - . t __ - I I - 4 , t - t +- I . � . - --V �- - . � &_ - I __ . . . -- - - - .- . . � � - 4 - -- ! - -- . - - -- 4-- - � - + . 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I = STA. 13+87.4 WOODLEA LANE � INT. STA. 13+13.64 PEACOCK MOUNTAIN DRIVE I Ir P.V.C. C-9W CL 150 1-8- HxHxF TEE AI. 3 wOODLEA LANE ______ � 1-8- FxH B.F.V- (W) I 11v - STA. 14+00.1 1 STA. 10+46.00 WATERLIK 13' S'LY OF (t RESTRAINED JOINTS � . a Ir SEWER rl 11 * I rLy 0 �� $- FIRE HYDRA T "') Al STA. 13+87.78 - 3wo-ow OF t 0. N PER SM. B-362 STA. 12+72.44 - � I Aw f I I I INSTALL Sm R.S.G.V. 0- " 0) - . � ? '_ . - t---. � - - - - __ I II � t T r i - I I I f ___t__ -i I I- , I . -t I t I i t t 0 � 1 4 P I I _L:__� _�_ _� r t 1- 1. I f 0 st* t I - I I I - bdKfthia Z - - I I I I- --I _T _- �RW 1 4 4 _T . I - - -L i - I -I rhrrkrr�_ I I Ill Tw_ll;;�� i -W I I t t 4 t t - - i -1 . *! - I -I L ; - t I _:I - t- . t- -1 � � I t I _� - ' � __ . _� i 1� 1 4- _w ' - - - "� ' I - _0 4 - , 91- .af U4 - 1.10 I ii I � I Abm t I I- it I j . I i i - 'I I I J� ' ' IN * TV I 6- FIRE HYDRAN 'A . a 1 - - zu STA. 13+97.45 1 11 t PER SM. B-362 1 2ff' - 2 INSTALL TEMP. B.O. (B-568) I L w 1427.20 BOTTOM 8w WATER STA. 11+51.06 B.C. Q A�. 1' A.V. & A.R. VALVE (B-598) f ) 59 7i > 1417.09 TOP 12m SEWER 69 12 cj RESTRAINED JOINTS "to - A �% I r_ % �\ 70 . r, - - kk" /___\ / STA. 8+24.00 swo" Call: TOLL FREE I -am 227-2600 r" WORIM11 DAYS saw "u on - � STA. 9+ $0.99 1418.59 BOTTOM 8m WATER T415.54 TOP 8- SEWER 72m S.D. M (0 _._� - in I 11 PX_ .' � L G� L\S-5 _-__-� - - , Ld I ' li5� ---= _j ]c 'Os�o 'V'�: - � , 5 � - Lj (f) c P� 4pt!�- =___ LA. W % � - �_ LLJ Ct' INT. STA. 1 0+00.00 PEACOCK MOUNTAIN DRNE __- I � i,A, IZ V) = CZTA An.4.r%l 7r% rAUJUn rlCH4ZTAl -IL %rT . . . 10+00.00 Ld . \ A. 23+60.10 y 37 Lrl M. H. NO. 2 t'A I 11 I I � V40 C,,RISTAL CAMIF SHFET 3 SE STA. 9+87.00 -STA. 30+48-75 - 1-8" HxHxF TEE 1-8* FxH B.F.V. (N) RESTRAINED JOINTS WATER / SEWER APMVED BY: - ULM COUNTY OF RIVERSIDE, CALIFORNIA lwlur�_��L WATER DSTRICT x - 41 DEPARTMENT OF HEALTH CIW EN*NEIER OF SUMVISSIONS APPROVED BY: It / Dr#U.OM pm p p p RUN= M. I IWAL DAM �- __ um= , W. - E&I If .9 205 RA APPROVALS owwnm � I 11 FOR WAN DEPAITIWNT, RIVERSIDE COOM CA. I, W 'CM 7 4 8 wnt. OPMTM - I - DATE 91n2- 123 " 41 FAX: (626) 912-7045 Mm. 010MUM � ml - I __ __ - I I I I ' SEAL -COUNTY WORK CONTAWD WITHIN THESE PLANS I I I I I I !!!! VOLL NOT COMMENCE UNTIL, AN ENCROACHMENT PERMIT ANID/OR A GRADING PERMIT HAS BEEN MWILD. THE PRIVATE DOW SWIG THESE PLANS 5 RE"WE FOR I AMM IK ACMACY AM ACCEPTANTY OF X OM N HNON. i IN IW MT OF OMUMCIES ARM WO COI.MTY ~AL OR DURING CONSTRUCTION, THE PRIVATE ENGINIEER SHALL BE MAMK BY DATE RESPONSWE FOR DETERMINING AN ACCEPTAKE SOLLITIM AND . KMIG THE PLANS FOR N"OVAL BY 7W CMINTY F_ ENQNEER REVISIONS 11 , � � I)fTs � I I �DFES -IF K, i f liz, A - 0 < <6- 1 . I a I w 33950 - * Exp. 6/30/02 0 * tp� 7PPIR DATE Al A IV . % - COUNTY LLD STA. 10+06.0 -STA. 30+67.7 t M. . NO. 8 6' E'LY OF LC ;10 .21.zl' %_ 72 �'�'ra`5* - .T A'N ,,, ' 0'�; -.0 17 \\ \ I \\ " .51 PhNe C"m , mA'05�w 'Ar c 0:�"'�' 45 f- ACOCK OUNTAIN 71 - 1*1 Nf�ll;-� 16 �"51 ..w %vo _'L_ - 15 i" R.1 I. - -­ --. If -A�._ . 01T. 13 -C4 /I + --.e3 14 CA j__ 91 Q 0 'qc (.14 . m �_.­_q TYPICAL FOR ALL TEES OUTSIDE OF MAIN -LINE JOINT RESTRAINT LWITS-IN ADD17ION TO RESTRAINING JOINTS ON BRANCH SIDE OF TEE, RESTRAIN BOTH RUN -SIDE JOINTS A14D INSTALL A FULL 20' LENGTH OF PIPE ON EACH SIDE OF TEE RUN (WHERE POSSIBLE). COLMIM OF 017M TRANSPORTATION DEPARTMENT AiPPRm ffy. � --rIT11-lu \'� 7 �7_ DATE - RECOMMENDED DATE SEAL -ENGINEER �! .10 , � FESS/, . `(^_ (0) � - a - cc No. 25917 -70 * Exp. 12/31/01 * civiii- N' OF C I8" SEWER VARIES E'LY` OF i I - "o -A 1421.49 BOTTOM 24" S.D. 8* SEWER . 1418.44 TOP Sw SEWER 6' E'LY OF i 8* SEVAM 6' E'L`Y OF i STA. 11+63.26 _ STA. 13+15.70 .H. NO. 12 q M.H. NO. 13- 6' E'LY OF q 6' E'LY OF q- CSL ENGINEERING, NC. BENCHMARK: 11 11651 STERLING AVENUE SUITE E RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION RIVERSIDE, CALIFORNIA 92503 OF NE"T RD. & UNDENBERGER RD. A 1 - (909) 785-5122 * FAX (909) 785-5180 IRON PIPE & TAG MARKO COUNTY IN CAP WiL MON. ELEV.- 1425.152 PREPARED BY: R.C.E. NO. 2�21Z O�Z�a s- . - (EXP. 12/31 /OlT_ SCALE: . RICHARD A. SCIANNI C-,A- DAT_- 5-14C-99 H: 10=4(r - V: 1*=4' -f,'-_l-1-\r_'--f 2l-_l'_-52,_'3-,r_-)­2 . - '� - zz�__' �� � xzz� --,y . ��_ . 'Z� �' "if,, STA. 14+08.11 INSTALL TEMP. C.O. (SB- 6' E'LY OF q- STA. 13+87.78 TRACT BOUNDARY DRIV � SCALE: 1 "= 40' m m 0 6 m m IIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIII ��� 11111111111111111111111111�W I I ___v ---------- I I I 0 20' 40' 80' 120' 1 �" CURVE DATA 0 DELTA RADIUS LENGTH TANGENT /-A\ \2j 3610 9 06 " 375.00' 236.72' 122.45' /0-\ \U/ 23*1 7'27" 369.00' 150.00' 76.05' Ir,\ \,!:�/ . 14*07'09" 369.00' 90.93' 45.70' (O __T7 22*55 1 13 " 388.00' 155.21' 78.W- 14*43'29" 388. . 00' 99.71' 50.13" 77 ( SO#IEDULE "N" FPc),qaa0) � COUNTY OF RIVERSIDE SEWER AND WATER PLAN AND PROFILE DRIVE ID-Z10 I.D. 13 & U-1 S.A. 33/41 w. 0. 99-2W C.O. C11. 23-C-31 SHM 7 OF 6 W.O. I COUNTY.9/A, I FILE NO ,_I ublA A 11 82SW7.DWG/&`4 - v 0 t T 4 -4- 4 - - - - - - 4 - It 4- i1 1 4- - 4- 7: 7-1- 4 T IIt t t : t IL t L t _I 4 + allo. 4 4 4 t IIt 4 4: + T :t r I4 T . ..... IIT -f - - - - - t + T p 'C�_ 4 It 4 11 . ------- i t 4 - _71 L- -:t- ' � - _ - , _­ - L----' "_ -'- __ : 4W: 77 --f- II4 4- 7r + + t f - j t _T_ I4 III t t T 4 IT 7 ::7 . t I- -4- - - - - - -------- --t7 --- IIF7 A 4 4 II+ I4 IT L Imm-P-4 41 PL ­- - ------ 4- 7T ':__T + t I1— t t It t -41 �t7 T_ + i 4 T-5 T 4- - t + I-T L or L 11 __+_ -- - t If T_ - - - -- t - - - - f t - - - L -4 . . . . . . t I t ;00i4 io f t --4 t-A 4 + T- t I_�7L + T I 7 :7 t + 7� ---- --- 4 It i t '77 4 + I I . I ; + I I- - - - --- --- 4- - -- ---- t - - - - - - - - - - -, - - - T It 7T, t - T + t t t t77 + Ar� -4 I PRt%eLE S%or"%L- Ir IH L -Sol ORIZ. 1 40' 7 - - - - - - - 7 4- 7-1 T VER I. t 7f I t - 10+00 11+00 1 2 + 1 3 + ' 10+00 11+00 12+00 13+00 8" SEVER CAMINO CRISTAL 6 N'LY OF q- a SEVIER CAMINO CRISTAL 6' OMY OF t 37 38 28 39 27 39 29 1426-31 BOTTOM Or WATER T. 1428-48 BOTTOM 8" WATER 1417.71 TUP 5- SEVER .4 80.00' R .14if 4. STA. 11+51.13 TERMIMS M.H. NO. 7 1419.9a TOP 9- SEW 21 R tV 47 STA. 11+50.00 6' NPLY OF STA. 9+9196 V, TERMINUS M.H. NO. 1F 40 - STA. 33+30.21 6' NLY OF STA. f+ STA. 167,75 74 . H. NO. 9 6 N'LY OF 30 ra M.N. No. 6 1-57.13' C14 r1_ I 6' NLY OF A F:�ma w INT. �"A. 10+ 2192 Rm "m ST. N 20 135.00' "Towup" I Ir .04' STA. 2MI.75 CAMW CRIISTAL INT. R 75 N L=26. 41 STA. 11+0&64 i -Irlso ILA-"% 4T MOM OIL 10+00.00 OLD MA14OR CT. - STA. &3+24.14 CAMWO STAL BOW L=26. 31 lb- R/W %' 6w B.O. MR SM. B-357 R//-* L_ T A I I _L AA it L=21.02 I* AN. & AA. PER 9-51111111 (TVE In 19 01 1-fx$' (H%H) 22.5' REIXXING ELL 60 B.O. PER SM. 8-357 10+1197 ftow 44 42 RESTRAMM JOINTS STA. 10+ 1 2.54 33 32 OP 1' A.V. & A.R. PER 0-596 (TYPE *B*) STA. t RESTRAINED JOINTS STA. 20+4&95 43 1-8m FLG'D. TEE -f pm-n. 2-Ir FIM &F.V. FM e P.V.Q C-900 a. 150 Y VLY OF 4. 2-80 FxH B.F.V. ME 1-80 FxH ADAPTER CAMINO CRISTAL I -V OWN WATUAM 1 RESTRAINED JOINTS Ir P.V.c. C-900 CL 150 RIES RAM JMM WATERLWE 13' SLY OF (L CAMINO CRISTAL STA. 10+ 45.20 5- FIRE H?MM7- PER SM. B-362 TYPICAL FOR ALL TEES OUTSIDE OF MAIN -LINE JOINT RESTRAINT LUITS-IN ADDITION TO RESTRAINING Und"round Serviles'AWIwt JOINTS ON BRANCH SIDE OF TEE, RESTRAIN BOTH RUN -SIDE JOINTS AND INSTALL A FULL 20' LENGTH Call: TOLL FREE PIPE ON EACH SIDE OF TEE RUN (WHERE POSSIBLE). I —Boo WATER / SEWER APPROVED BY: COUNTY OF RIVERSIDE, CALIFORNIA �DF 227-2600 EASTE MUMICIPAL WATER DISTRICT /&I& DEPARTMENT OF HEALTH rft Magi "" KFOK YOU DIG CML gist-11 OF SU1BDMSIONS DATE APPRMD BY: SCALE: 1 40' INIMAL DATE 00" SEO urnm 18645 E.A6S AVENUE UITE 1205"s K- APPROVALS Em. -If- '5 — wsPecm FOR HEALTH DEPARTMENT, RNERSIDE COUNTY CA. 0 20' 40' 80' MEMO ot 12 160' CITY OF INDU CA 9 1 748 w"t. opm7xm DATE SCHEDULE rpc�TOOOI I.D. 13 & U-1 6 6 912-01 3 * FAX: (626) 912-7045 MM706, I SEAL -COUNTY COt#M OF RNERM SEAL -ENGINEER CSL ENGINEERINGs INCO BENCHMARK: S.A. 33/41 W.O. 99-286 AI SRALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A OFEES 01 TRANSPORTATION DEPARTMENT OFESS RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION 'Im COUNTY OF RIVERSIDE 11651 STERLING AVENUE, SUITE E C.O. GRADING PERMIT HAS BEEN ISSULU. APPROM BY: -0 RIVERSIDE, (909) 785-5122 CALIFORNIA 92503 FAX (909) 785-51 80 OF IRON NEWPORT RD. & LINDENBERGER PIPE & TAG MARI(ED RD. A COUNTY IN CAP WEI.L _C COORD. 23 -39 SHM 8 Of 8 THE PRIVATE DKINEER W" DIM PLPM IS "WW FOR N AND PROFILE ASSM X ACMAtACY AND ACWTANTY OF THE OM W HKOK IN THE EWNT OF DESCREPAIICIES ARIM AF0 C0tMTYA1PPww 33060 Exp. 6/30 02 w 25917 Exp. 1 2/31 /01 ELV.= 1425.152 OUR D-2-1076 PAM BY: R.C.L NO. 2al / Z OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETOW" AN ACCEPTABLE SOLUTION A10 Ar CIVI OF U"'/ DATE OF (E)(P. 12/31/01) DATE.- KARK BY DATE REVISIONS AVIOK-1 DATE SCALE: FOR: W.O. COUNTY I ENGIN COUNTY REVISING THE PLANS FOR APPROVAL BY THE C"TY. CAt-W RECOMMENDE D DATE C &QJAWL."CIANNI H: V: 1" =4' I FILE NO f JN482/5-14-99/482SW&DWG/S.4�0 ID , . I