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914-QQ 12/31/1997 Schedule "A"Street Improvement Plans,Sew Painted Desert Dr,Desert Terrace Dr,Coba
GENERAL NOTES TRACT Oo 25287 - 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.) 3,448 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') 2,257 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 O3 CONSTRUCT ACCESS RAMP PER STD. NO. 403 6 EA. DEPARTMENT IMPROVEMENT STANDARDS AND SPECIFICATIONS, LATEST EDITION, COUNTY ORDINANCE O4 CONSTRUCT SIDEWALK PER STD. NOS. 400 & 401. (W=6.0') 12,373 S.F. NO. 461 AND SUBSEQUENT AMENDMENTS. A PORTION OF MENIFEE VILLAGE 11 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) 73,473 S.F. STREET CENTERLINE MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE NO. 461. 0.03 GAL./S.Y. PAINT BINDER 245 GAL. O6 APPLY ASPHALTIC EMULSION. S.Y. FOG SEAL 408 GAL. GAL. 5. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER OR CONTRACTOR TO APPLY TO THE 0. / RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT, PERMIT SECTION, FOR AN ENCROACHMENT PERMIT CONSTRUCT DRIVEWAY APPROACHES PER STD. 207. 8,338 S.F. FOR ALL WORK PERFORMED WITHIN PUBLIC RIGHT-OF-WAY, DEDICATED AND ACCEPTED FOR PUBLIC 38 40 ;' USE; AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL - REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THIS PROJECT. ADDITONAL STUDIES 41 - h , AND/OR PERMITS MAY BE REQUIRED. 37 42 56 INSTALL STREET LIGHTS PER RIVERSIDE COUNTY STD. NO. 1000 (MODIFIED) AND - - _- p O PER COUNTY APPROVED STREET LIGHT PLAN. 55 WATT L.P.S.V. 8000 LU. 11 EA. 6. ALL UNDERGROUND FACILITIES WITH LATERALS, SHALL BE IN PLACE PRIOR TO PAVING THE STREET, 36 43 �'� F SEE SHEET 4 35 INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS, STORM DRAINS. Q100 1.6 6 10 REMOVE EXISTING BARRICADE 2 EA. 7. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS SHALL BE TAKEN AFTER ROUGH l-- 44 2 N / 7 GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. USE STANDARD N0. 401 IF 34� { . 45`' ' 3,' �'` F Q10 1.0 11 INSTALL STREET NAME SIGN PER STD. N0. 816 3 EA. EXPANSIVE SOILS ARE REQUIRED. 33 <' 4`f5 ' �F ,58 5 8 12 INSTALL CLUSTER MAIL BOX PER STD. NO. 812 N/A 8. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN DAYS 32 53 6f 7 ,' R 0 P Z % 2 3 4 9 10 13 INSTALL STREET TREES PER ORDINANCE NO. 460.53 68 EA. FOLLOWING PLACEMENT OF THE ASPHALT SURFACING AND SHALL BE APPLIED AT A RATE OF 1 52 K 8 l j ; ___ - 1 31 j 51j T. 9 t t ...:�7 ""..w.x % 11 14 UTILITY TRENCH. PREFER TO STD. 817 & 818 0.05 GALLON/SQUARE YARD. ASPHALTIC EMULSION SHALL CONFORM TO SECTIONS 37, 39, 2 50 . _ 10%11 t �° v �� � 12 =r- ) 3,628 L.F. L- . . / _ ._ AND 94 OF THE STATE STANDARD SPECIFICATIONS. 12. 30 3 49 ; 13, 5 8 48;" I` i 47 ._ �._ , 1 g��2 2':�'0,2 6 ,,` �0 49 4 13 i 9. INSTALL STREET TREES IN ACCORDANCE WITH ORDINANCE NO. 460 AND 499. 29 4 / 47;' / r.'„ 14 ` 1 a,'., 1.. _ 18 ; 1 ZU, 21 22'2'3 ` S _ 50 14 LIST OF SPECIES: 111% ----- / 46%45 _ `..:.._ r ' 46 45 ; °� I I �._ 21 ti. 5 ; 44 ; SERT " 15 a. MAGNOLIA GRANDIFLORA SOUTHERN MAGNOLIA 2;3 _ } /43 ' 20 35 36 44 _ _.. 16 �. b. BRACHYCHITON POPULNEUS - BOTTLE TREE 27 6 43 42 22 34 37 C. PISTACIA CHINENSIS - CHINESE PISTACHE - - - --- 41.'' I Zg 'y27 23 19 ` 26 I f 2� 31 0 , � , 7 O ^` 37' - 42 s5;34 3.3, ' 13 291 �b_ --- 40,, �. 36 I - - 33 D 38 17 18 19 10. STREET LIGHTS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROVED STREET LIGHTING 25 8 �, ;� ; 2 -- ? . 40 20 PLAN. - - - 09 :, I r j,.. ._�. v 17- 32 39 :: „ 24 9 34 1 - �'' 25 21 20 INSTALL 30 RCP STORM DRAIN 1500 D t r,r } - - - 33 i } 7 _ , 11. CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND CONSTRUCTED = 2 23 :� 10 _. ... . NO. 300 1 EA CONSTRUCT CATCH BASIN PER STANDARD ACCORDING TO COUNTY STANDARD NO. 206 AND/OR NO. 207, AS DIRECTED IN THE FIELD. 22 ,.. _.._. 22 16 -- 6 31 30 29 28 27 26 25 24 2 51 22 CONSTRUCT LOCAL DEPRESSION PER STD. NO. 311 & DETAIL "A" ON SHEET 5 106 S.F. 12. ONLY LANDSCAPING CONSISTING OF GRASS AND PARKWAY TREES MAY BE INSTALLED WITHIN 21 12 2 1 O ' 11 12 'k 13 l 14 t 5 3 \ Q�0 PARKWAYS ON LOCAL RESIDENTIAL STREETS WITHOUT SEPARATE LANDSCAPE PLANS. ALL --- - - 3 `` ' 7 8 OTHER TYPES OF LANDSCAPING IN THESE AREAS, AND ALL LANDSCAPING ON ALL OTHER 20 DESERT JEWEL � ,, � � 6 � '� � � 23 CONSTRUCT CONCRETE HEADWALL PER HEREON 1 EA. o 13 DRIVE l J 4 i �} l 9 SEE SHEET 4 (LINE "A" STORM DRAIN „ STREETS SHALL REQUIRE SEPARATE LANDSCAPE PLANS. ALL LANDSCAPING ENCROACHMENTS -�� z SHALL CONFORM TO RIVERSIDE COUNTY "STANDARDS RELATING TO THE ADMINISTRATION _ _1 9 �a _ ? __, SEE SHEET 5 24 ANDC301' DEEP. RIP RAP 10 WIDE AND 12 UP THE SLOPE ON EACH SIDE, 13 C.Y. „ OF LANDSCAPE ENCROACHMENTS DATED DUNE, 1990. 18 c� 15 V ' ' 32 WIDE SECONDARY ACCESS � `�```" � '`�NO 13. PRIME COAT IS REQUIRED PRIOR TO PAVING ON ALL GRADES IN EXCESS OF TEN PERCENT. 17 16 ROAD PER DESIGN PLANS O FOR TRACT 25287-3 O 14. ANY PRIVATE DRAINAGE FACILITIES SHOWN ON THESE PLANS ARE FOR INFORMATION ONLY. INDEX MAP �- Z BY SIGNING THESE IMPROVEMENT PLANS, NO REVIEW OR APPROVAL OF THOSE PRIVATE - '' - >>>, :�,_�::, ;% _<,. NOTE: FACILITIES IS IMPLIED OR INTENDED BY THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT. OR BONDING PURPOSES ONLY AND * QUANTITIES SHOWN HEREON ARE FOR PERMIT AND� ACCESS TO THIS TRACT IS PROVIDED BY C.F.D. 86-1 / 15. AS DETERMINED BY THE TRANSPORTATION DIRECTOR PLANTING NOTES THE DEVELOPER IS RESPONSIBLE AS A SCALE: 1 " - 200 STREET PLANS PROCESSED UNDER PHASE 2A AND SHALL NOT BE USED FOR BIDDING. CONTRACTOR SHALL DETERMINE HIS OWN MINIMUM FOR ROAD IMPROVEMENTS TO CENTERLINE, AND MAY BE REQUIRED TO RECONSTRUCT TRACTS 25287-1 AND 25287-3. APPROVED QUANTITIES AND BID A COMPLETE JOB. EXISTING PAVEMENT, INCLUDING BASE, AND MATCHING OVERLAY REQUIRED TO MEET THE 6e!!!" PLANS ARE ON FILE AT THE TRANSPORTATION ALL STREET TREES SHALL BE LOCATED WITHIN STREET RIGHT-OF-WAY, 1' FROM �k * POST OFFICE TO DETERMINE EXACT LOCATION IN FIELD DEPARTMENT. STRUCTURAL STANDARDS FOR THE CURRENT ASSIGNED TRAFFIC INDEX. PROPERTY LINE AND A MINIMUM OF 4' FROM SIDEWALK OR CURB. 0 100' 260' 400' 600' 800' NOTE: ALL STANDARDS ARE PER RIVERSIDE COUNTY UNLESS OTHERWISE NOTED. 16. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR DEVELOPER TO INSTALL AND IN LOCATIONS WHERE PARKWAY IS TOO NARROW TO MEET THE ABOVE REQUIREMENTS, QUANTITIES FOR THIS ITEM ASSSUMES ALL DRIVEWAY WIDTHS TO BE 26, WIDE. MAINTAIN ALL CONSTRUCTION, REGULATORY, GUIDE AND WARNING SIGNS WITHIN THE STREET TREES MAY BE PLANTED A MINIMUM OF 1' INSIDE PRIVATE PROPERTY. PROJECT LIMITS AND ITS SURROUNDINGS TO PROVIDE SAFE PASSAGE FOR THE TRAVELING - PRIVATE ENGINEER'S NOTICE TO CONTRACTORS PUBLIC AND WORKERS UNTIL THE FINAL COMPLETION AND ACCEPTANCE OF THE PROJECT `` = APPROXIMATE STREET TREE LOCATION. NO STREET TREES SHALL BE 3' 2.5' 3' BY THE COUNTY. PLANTED WITHIN 10' OF DRIVEWAYS OR CORNER CUT BACKS. » �» 1" CHAMFER THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON 17. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY TO MINIMUM SIZE OF STREET TREES TO BE PLANTED IS 15 GALLONS, OR 1" DIAMETER g THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS AND TO THE BEST OF THE CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) FOR AN ENCROACHMENT STEM SIZE. SEE STAKING INSTRUCTIONS. 1" CHAMFER 1" CHAMFER OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. PERMIT FOR ALL WORK PERFORMED WITHIN THE STATE RIGHT-OF-WAY, APPROVED SPECIES: THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT 18. AFTER OCTOBER 1, 1992, CONSTRUCTION PROJECTS THAT DISTURB MORE THAN FIVE ACRES MUST a. MAGNOLIA GRANDIFLORA - SOUTHERN MAGNOLIA 6" : #4 ® 12° THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE EACH WAY PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OBTAIN A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT. OWNERS/ b. BRACHYCHITON POPULNEUS - BOTTLE TREE �N OR STRUCTURES. DEVELOPERS ARE REQUIRED TO FILE A NOTICE OF INTENT (NOI) WITH THE STATE WATER RESOURCES c. PISTACIA CHINENSIS - CHINESE PISTACHE CONTROL BOARD (SWRCB) AND PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED AND MONITORING PLAN FOR THE SITE. 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; „ �GQ THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL R/W R/W b WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO, DEFEND, INDEMNIFY, 60 FINISH GRADE FINISH GRADE AND HOLD DESIGN PROFESSIONAL AND OWNER HARMLESS FROM ANY AND ALL LIABILITY, F9)O 16' 16' _ REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. FS THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES IN PLANS AND/OR r1.7% F. 1.7% � FIELD CONDITIONS IMMEDIATELY TO THE DESIGN ENGINEER FOR RESOLUTION PRIOR TO NOTIFICATIONS CONSTRUCTION, AND SHALL BE RESPONSIBLE FOR DISCREPANCIES NOT SO REPORTED AND RESOLVED. 1. CONTRACTOR SHALL NOTIFY RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT TYPICAL STREET SECTION ® 12" CONSTRUCTION SECTION AT (909) 275-6885 AT LEAST 48 HOURS IN BASE TO BE EXTENDED BASE TO BE EXTENDED EACH WAY CAUTION. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR ADVANCE OF STARTING CONSTRUCTION. 1' BEYOND EDGE OF PER RIV. CO. STD. NO. 104-A 1' BEYOND EDGE OF LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE A.C. PAVEMENT. NOT TO SCALE A.C. PAVEMENT. PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. 2. CONTRACTOR SHALL NOTIFY APPROPRIATE UTILITIES 48 HOURS PRIOR TO EXCAVATION OR TRENCHING. TEMRORARY ACCESS ROAD THROUGH SECTION A- A TRACT 25287-3 SO. CALIF. GAS COMPANY VIA U.S.A. 1-800-227-2600 T.I. = 5.5, PRELIMINARY R-VALUE = 20 A NOT TO SCALE SO. CALIF. EDISON COMPANY VIA U.S.A. 1-800-227-2600 R/W �15 60' R/W CONC. HEADWALL DETAIL o� GENERAL TELEPHONE EDISON COMPANY VIA U.S.A. 1-800-227-2600 10, 40' 10, 23 FIELD CABLE VISION VIA U.S.A. 1-800-227-2600 4' NOT TO SCALE 6' 20' 20' 6' 4' E.M.W.D. 909-928-3777 2%� G• 1�7% , °�' S• 1� TC 2% 10 � RIVERSIDE COUNTY FLOOD CONTROL 909-955-1200 THROUGH STREET 5, 5, "TEE" STREET MEN�F ROAD 4 1 5 1 4 w FE �y o Under round Service Alert 0.03' A.C. LIP 0.08 0.16' 0.11' 0.08 NOTE: Z 9ti� a- Of w 9 LEVEL LINE 0.13 0.08' 0.03' A.C. LIP > F°oE Y°Go Call: TOLL FREE TYPICAL STREET SECTION a Q � - �EVEL LINE Q Q COMMENCEWORK AINED UNTIWIANN THESE PLANS ENCROACHMENTHALL PERMIOTT PROJECT INDENBERGER RDA Q SITE Z -$00 PER RIV. CO. STD. N0. 104-A ' ` 6 a a AND/OR GRADING PERMIT HAS BEEN ISSUED. 227-2600 5 5 «� NOT TO SCALE 2 TWO WORKING DAYS BEFORE YOU DIG COBALT CIRCLE STA. 8+32.49 TO 10+00.00 DESERT TERRACE DRIVE STA. 18+23.46 TO 26+94.55 CROSS GUTTER DETAIL VICINITY MAP OWNER / DEVELOPER PAINTED DESERT DRIVE STA. 28+80.02 TO 35+12.49 PER RIV. CO. STD. NO. 209-A (MODIFIED�QSEVEN DIAMOND BROTHERS, DIVERSIFIED, INC. GRANITE CIRCLE STA. 8+63.00 To 10+00.0oNOTTO SCALE 18645 EAST GALE AVENUE, SUITE 205 T.I. = 5.5, PRELIMINARY R-VALUE = 23 NOT TO SCALE SECTION 36, TOWNSHIP 5 SOUTH, (6 6) 91CITY OF 12 INDUSTRY, *A FAX17(626) 912-7045 RANGE 3 WEST NOTE: SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER , BENCHMARK: CSL ENGINEERING INC . WORK CONTAINED WITHIN THESE PLANS TRACT 2 5 2 8 7 - 4 SHEET NO. SHALL NOT COMMENCE UNTIL AN p,0FESS/pN TRANSPORTATION DEPARTMENT Q�OFESS/� SUITE E RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION ENCROACHMENT PERMIT AND/OR A �O A. p '�l O A. N� 11651 STERLING AVENUE, COUNTY O F RIVERSIDE � GRADING PERMIT HAS BEEN ISSUED. ��� ��° T'�� F� APPROVED BY: ���`'P`�° S��y�F� RIVERSIDE, CALIFORNIA 92503 OF NEWPORT RD. & LINDENBERGER RD. A 1 zP vZ z c: y z (909) 785-5122 * FAX (909) 785-5180 IRON PIPE & TAG MARKED COUNTY IN CAP WELL MON. SCHEDULE "14!9 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR Y 71 m ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN IN HEREON. Li 33950 N o. 25917 ELEV.= 1425.152 STREET IMPROVEMENT PLANS IN THE EVENT OF DESCREPANCIES ARISING AFTER COUNTY APPROVAL * Exp. 6/30/02 * 9 z� 9 8 * Exp. 12/31/01 * PREPARED BY: R.C.E. NO. 25917 TITLE SHEET OF 5 SHTS OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE 1' DATE �!' RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND MARK BY DATE APPR. DATE 9T CIVIC ��P q� CIVIC ��P EXP. 12 31 01 SCALE: AS SHOWN REVISING THE PLANS FOR APPROVAL BY THE COUNTY. REVISIONS Fut CA��F�� A I �� F�F CAL�F�� �-SC-A-9-' -� B-/ 9- 98 FOR: W.O. 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(CLASS 11) -)- 6 (�)_APPLY ASPHALTIC EMULSION (FOG SEAL). , m� a (D�__*_ 9 &7 CONSTRUCT DRIVEWAY APPROACHES PER STD. 207. INSTALL STREET LIGHTS PER RIVERSIDE COUNTY STD. NO. 1000 (MODIFIED) SION CONTROL (�Y_ ROVED STREET LIGHT PLAN. 55 WATT L.P.S.V. 8000 LU. � INT. STA. 30+19.85 PAINTED DESERT DRIVE 10 REMOVE EXISTING BARRICADE = STA. 10+00.00 GRANITE CIRCLE GRANITE DRIVE � INT. STA. 33+58.79 PAINTED DESERT DRIVE ,&y-INSTALL STREET TREES PER ORDINANCE NO. 460.53 CIRCLE SEE SHEET 3 = STA. 26+94.55 DESERT TERRACE DRIVE 0___/ DRIVE -1-41 ; ,� ,"', .-9,. -, � C-5 . ; __ - � I - , � � C-5 _1 i 11, ,�___'_ -.1 I / 6 01 Q_. --I -- �-,� -�,--9__I ---, I , , � 1 � , " _� , - I - - I j ,-.,-- , �_) ,,.. " � __ , I--L F 0) _L9 L'9-1___ ,-,_, " Z L14 1� 30, 30' 17 18 _11� 19 (� INT. STA. 27+46.34 PAINTED DESERT DRIVE 6 01 $ L, t-j I 0 C\j ___� ct�_ Li - + �-" 2 20' - .__ 10' + = CD d - _V� STA. 15+34.60 NEW ARROWHEAD DRIVE 30' _7_1 �A CD I CN 30, >_�__ L.j Ln z�-, �_ I U-) I C y_C..') - 't = ---I Z r..�.r�� 'R & B. ,CROWN LINE. =) U-) &.� � (.0 r_�r,-D 10 20' 20' O' -<= r--C3 � - m -�o . �� 34+03-79 B.C. - - en�-- cl� <--)_j --;I- r--�, __j U") 0� 2 IN) , �_?0 " - , :Z Ln 11�1_ L'� �_ -t�-Z 00 . 0 _J 40 41 rn u) �, cl-� 32 1 - L �-� C-4 � - IL . . * I�r5 fFj - =Fj-.- ,,,. rl- m -) 1* � . =)= - ...4_ . 9 � :�;E; 00 L -.4- cl� CD . C -1- 0 c�0 + I __: : . ,---I � ,I r__�-)__;---I �- - 26+49.55 E.C.R+ , ;10 t1j, - _� Z: (0 u + �_ . - 1, ��'Lll -,,r 6mu (m � --:r.-) ; + f:6 39 U) . __1- - 4 �1� 20 L- --:Z: CN 1, � , -� ,r � C) ;�)_ 0'-,,-& �, 00� 10 --" � , 9.- r4-) (_:� (�� +49-55 . .R. I Ili - . . 150 _ 30 . I I // +u E5 9+55.00 B.C.R. - - 9+55.00 E.C.R. 26 + rri � (31.87T.C.) 00�,-L'i TYP. N�'- . ,�\ \, L=46.M5�� L-49 1 I' -41. C14�__M +�Jj 7 - � , I � 6) - I I .-:) , /I (31.37F.L.) 0 L ,�� 11� � ,,,, I 9 1,L I 11,� I 37.3,1' 1,11, I -1 ..:. 7::..,''. �'�.. I L=1 03' a 90.24' 1 1 1� lz� I � 1� �, � 38.26 "I L=24.04' L=50 93' * - . . . � I a \ 1 96.09' ,\ i � /._ - - __� I . I * "I � �\ - \ � . � I ; , v � ( � 'L - L :� 0 DELTA RADIUS LENGTH TANGENT I i .+ �:;�7. _/ I ____C�, 7 . ,; ......,;_:j %�":-.'.- , I I I - - - A L� 1� ON 4 .; :, �, . I I . . I I __1 +_ _ + . I----.- " - , .. " - ' 9 1 ... . 1,..... + I I ..On 29.70T.C. C � D - - . tlthi�� A (,�-', &_ �)_ /A\ - , 29.Zutl, A - 35+uu . . 21 \-/ 90*00,00" 25.00' 39.27' 25.00' NA I 1 1 1<11- /-\ I . � a b / \ \A-.,?X0,,e&,, �, 33+00 mnK42'4 - ,� , n C`4 " C�""C' .. LINE. A115.0, ,g 1k ,� IrE-)\ 21*50'1 1" 159.29' 60.71' 30.73' 28+00 (31.84F.S.) r 29+00 (�;-7�,�;,�,�,�-,�,�-- 30+00 "ur, 1) 31+00 ED 11 � C 32+06' ,, 4 ,, ED. - . .. _ , CD cz�J Z ST+ LIGHT . - _. __ __ �Ij_ Cop I 1� - C6 a--� . �4(��</ T__ , >11 ,Z§/Kj- -1 I - . ,� I � - \_0/ I I - - - . <�-, 1x�-' - I , . 16' - ;.- , (�) - - (31.87T.C.) i� N 02'1 7'03"W , 314.59' (.0 b Z-) - o ,� /F\ 4*25'41" 1 000.00' 77.28' 38.66' 1 K _�\,�t`�- n C14 cpVp� ',��� J��F - mi� i I 0 . �11 (31.37F.L.) ^� .. m ,I ;.I� � I , 99 - . (51 L \--/ I)I I " I 0___� I ::Tn . _ - : L . I - - I I L I , 9� � ,9-L_ I I L T ; I ,. , L I _ ,.9 1 .+ �...**��,*'..::.� , � �, 11, 1 9 1 -..I . ,I' IrL�, 12*27'20" 500.00' 108.70' 54.56' - __ _71:�S�� -, I , 11 11 �. ,�.:.�:+ I - __ .9 1 16. b:-,54_49�,� 1 11 . I I I I . w i , !. . � 55�00' � _� I ----� I - - � �N,�__��6).1 , , . o * I f I I *y �y - , I., � I � \ - .I 1, - . - !I - 9 1 40.5 �A/ . _j 1�)�- � r I I =_ 9 1 . 9 ) L * . - - 88' 1 55.00' 5500 55.00'f 55;00 .19 /t=11.08' 54-.36 (-,I 11 Y 1\� I __� C14 . b,I I6 - . -,- __� 4 1 1 L - \\Q - - 4 _+_ 0, . I , �� . \1� A� _� Q 4*25'41" 980.00' 75.74' ,37.89' , LL 50 4 ��7 1 ,\ (D 4*25'41" 1020.00' 78.83' 39.43' L=4.48' 00 TYP. . 1 9.I I.1 ,-I , 90 36.76' \ 13 TYP. Lrj t"D . /F\ 1 2*27'20" 520.00' 11 3.04' 56.75' � I- C/) (_4 00 Z:� . \�i/ � 6 (i 0 = ---i + - .17, - LINE "A" C6 Lij Ln u --_j w . - /_u\ - T) __j C: rQ �� 4,,/' Cj* 30" STORM DRAIN - (SEE SHEET NO. 5 FOR STORM DRAIN CONSTRUCTION) . \LY 198*45'44" 38.00' 131.82' (n � - C.0 r�) L4 00 . 7 � 0� _ > + -Z :[: 0) Q?* m , , � , --4: m 0 + __4 \ � J ": Of 00 C__j \ 35+12.67 0 1 31*1 3'04" 110.00, 59.93' 30.73' 11"�,', C) I.9 j-, �-, < + 31 30 29 28 27 26 d 25 "I 24 23 22 \\ j -.1 + C) L4 , I 00 . 91 ,-) �j " , � RAID. POINT 1� , _.,,__� 00 Z: C14 m -0- ,�� \ 9 0*1 2'38" 1270.00' 4.6 7' 2.33' /_1 _1� � C", 0 � C) 00 9 _-*�� \\\\ \ 20' WIDE STORM DRAIN EASEMENT MAINTAINED BY , �, � __ ..---. :::) Q RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT 0*1 2'38" 1250.00' 4.59' 2.30' � ___ - m (�) cl� �m \\ i 1. 1) ", I : m 0 � I I . 0) . (D . . . ,; -1 , - ' : �_ CIV INSTRUMENT NO. 0 + - \ N�/* 0*1 2' 1-) i_ ] ,--.� -" I I < 38" 1 230.00' 4.52' 2.26' ,_� __�I ,-,� �, -_� 9 1, n Q ,_ �_, --' j 1-_11 0:� LOT 51 IS DEDICATED AS A STORM DRAIN EASEMENT Q�j G� 3*25'1 3" 1250.00' 74.62' 37.37' � - �_ MAINTAINED BY RIVERSIDE COUNTY TRANSPORTATION \// > e-Underground Service Alertw*N � I DEPARTMENT. ,g f ORE O�; LOT 5 1 )) = I Call: TOLL FREE SCALE: 1 = 40) OWNER / DEVELOPER 0 1 -800 %%=6pm11 60�" � SEVEN DIAMOND BROTHERS, DIVERSIFIED, INC. 1 AINT D D S RT DRIV 0 20' 40' 80' 1 20' i �0, NUE, SUITE 205 TWO WORKING DAYS CITY OF INDUSTRY, CA 91748 BEFORE YOU DIG (626) 912-0123 * FAX: (626) 912-7045 -_ _/ NOTE: SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER C BENCHMARK: WORK CONTAINED WITHIN THESE PLANS �! CSL ENGINEERING, IN . SHEET NO. SHALL NOT COMMENCE UNTIL AN ,�?,OFESs/0,V ��!DFESS/o/� , / TRANSPORTATION DEPARTMENT <,\) P,- 0�, �, 11651 STERLING AVENUE, SUITE E RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION ENCROACHMENT PERMIT AND/OR A � ID xx�1, <<_1 1�_ A. s -Z-- RIVERSIDE, CALIFORNIA 92503 OF NEWPORT RD. & LINDENBERGER RD. A 1" of GRADING PERMIT HAS BEEN ISSUED. V_ <`_11 COUNTY OF RIVERSIDE 2 �0 0 IRON PIPE & TAG MARKED COUNTY IN CAP WELL MON. JC - �� (909) 785-5122 * FAX (909) 785-5180 SCHEDULE I THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR Qj M , 1�! Z3 0-- ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN IN HEREON. :r_ 339 __0 J/ . ..... 2%C-0, "p/-z iv:�� I P. CY-1 _0 ELEV.= 1425.152 LLJ M �50 m Ld No. 25917 m STREET IMPROVEMENT PLANS IN THE EVENT OF DESCREPANCIES ARISING AFTER COUNTY APPROVAL . . . . . . Exp. 6/30/02 * / , * Exp. 12/31/01 * PREPARED BY: OF 5 SHITS OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE - p>11' DATE R.C.E. IN 0. 2591 7 ' c-' PAINTED DESERT DRIVE c * 'I- "" _' . 'N :� ' 9 N ) ' '� / ' / -__) - .0 [)f >_ _ % 7 -.4 C EE' _ \ ;. , , , I I ! I I -1 I I I� �c I 1 7 1 � � I I ( I I 1 '7_' L- - - I I __-- . - all -4"4n�� I I I I I I I I - � I ) ) - , � _rF _-4,�' ! �_���_�_��� .-I , - ::: 77� - 7-777-777-777t-���� I ._i 0 __"��_ �_ I ��� . , I- � � -- ! _ C, _ - �. :;- = _j=1 � � 1)C:1 . _�b / C.11 , " u . 1::1 , + '0 _ 00- , ' 'z' /_ u - ' 9+ 1 , " + 1 _5, _ 00,:, � � ) Ltc,j� ""� . , .� , , ( � /\ , �_\ I / I �/ � . , �,�� RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND MARK I BY I DAT APPR-j DATE CIVII\_\� - 01 .1cp -orb C V�\_ 55�:, . (EXP. 12/31/01) SCALE: FOR: W.O. COUNTY cw+,,0 REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER REVISIONS I COUNTY - OF C �_\� R F�Q Q� t6 F l('F)E)D I DATE , LIF CNJ,�, 1����� 47 Sc,�� DATE: ,6-/?- 28 H: 1"=40 V: 1"=4' FILE NO. 0 . I - I RICHARD A. 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STA. 26+94.55 DESERT TERRACE DRIVE , , , - . - U -- �', ��- 6 U 17 . - I I --- � 4 J�� . -----� 90. 1 11�).,'-� �'"".11 �: ).,� 1 < L - I 20 00 <\�- yz 00 ( ? 9 % �j I , I t " I ; .1 ," r i w . 11 --� . L 1 8' �0 = STA. 33+58.79 PAINTED DESERT DRIVE . 10 �- - 1-1, - -1 1, . --�z 7-'-'------ 1 -�. 1� C -- - --- 'LV 34.04 N�kzk,) -� 1 /4- ,,/�00 1.0 I 1. -- 1 11�z 1 -�,,Ov-3,1"'��O-w C) r: (k-1 -q-- X - ------(D----- -- - ---�- Lo ,J' \ '0 945 - - F , , L`�)� - � 4 1'1�1 �0"1�� 4 3: 1 ^ \�L/ L-� - 0 5 .In 1-1 1�3 - .. . I 1101) .i'.%...-1- :. ,-, 1":.� CIL? L 31 . I . . ': ..... � -zz N --- f -1 � . . . -� Y 0\ � <-0 C� (' ... . - I I I y . - 1 �7 - � I - . -, "'", i � I \��/ - tk ) ----------� i . . ��-, j2, / I/ ��, : 46 64' - . 1p !;�, , I L=75A8!� ------ Ll� 7-5- bo 1: 1, � 43.54$ 1�... I I IV SCALE: 1" = 40 � :11 �, 1 7 .,0 U \\� Lzz 1-1 H - q,�6) p - & �- / 2" � w- ��4&.9 Ldl � � z - // �����w%r%r!% r-)I . --U � 2.18F.S.. -: .1 I �?, 1� w I �11 4 ILP I * � S, 4 cli 06 i w !!!��� , \\ . . . I - ;:�% I 0 .. 11 I I I I - , 11 � I >-S TYP. 71 �� 3 0 20' 40' 80' 1 20' 1 60' < 1� �..� elf (�D j- -j 13 TYP I t Ir �n, � - .z �1� ///// � 1 < .z , . 12�- -r I . - . "I - �.� IDENTICAL POINT : , (( / --,�f' r1 , -1 � ,,�C-5 3 I -/1 .6 .," �� I . � cl� v� r i I I :, . M . -.\- I ,/ " 8 . - �-�-, , I 0 Cl- 50 49 48 .. . J -1 "-,,-- `-` 1 .. Zl-` 1 3 i � � ; CD n=) J2.21TC . - �3�1-, � , 0 rl__ . -?" , CURVE DATA � �-'% -1 -- ,- >- . - - tt-- '.1 - , �-" - , �,----� j � -,' ., I .... .L. -- �D I / ! ,- , �,-- ., ---- -I F--: j i , � � , � , ,e �I , , - , , . ?- � - -�-, �---;V) �-- - � I w � 47 46 45 44 43 42 IV- I 0 a �, �- / . . � � "-,", -, �, �.�, - / N, // Nl:) 0 DELTA RADIUS LENGTH TANGENT ! � C=)i 4.7 I.; I . . i x / �-- A. '< z I L , 9 x � � ,�K11 Lr 'ie � , I , ), I . .� - (�) IV <'t ��-,> . /A 11:V V /A\ 90*0010011 25.00' 39.27' 25.00' ,- / CONSTRUCTION NOTES Cj . 41 , ..0 .. � . I I \Li/ ./P - - A) C3 Cr3 � , IrF'\ 39*31'22" 300.00' 206.94' 107.78' Li - 2 -,- 1)� \-��/ m 9 1 1 �j . -�D I 1 CONSTRUCT TYPE "A-6" CURB & GUTTER PER STANDARD NO. 200 (6"C.F.) (� INT. STA. 21+32.86 DESERT TERRACE DRIVE �z 01� a A / - /'� 1 36-49'55" 300.00' 192.85' 99.89' U-i L2 Lf) \�/ 2 CONSTRUCT X-GUTTER & SPANDREL PER STD. NOS. 209 & 209A (W=10') = STA. 10+00.00 COBALT CIRCLE C'4 4- 22 0-� -i- ..d- - I -k\ I rl") AND PER DETAIL ON SHEET 1. CN C`4 Q?�' N, 3 ` 9 43*21'27" 300.00' 227.02' 1 1 9.26' & RAMP PER STD. NO. 403 `b- . .CIS 8 .tK, . 1 5*4,3'59" 280.00' 76.89' 38.69' 4 CONSTRUCT SIDEWALK PER STD. NOS. 400 & 401. (W=6.0') 1�5' ,.Z, . Q G)-�_- - x 1^;� 1 (D-5 CONSTRUCT 0.25' A.C. PAVEMENT OVER 0.75' A.B. (CLASS 11) CO I�N� , 80*1 1'22" 300.00' 419.87' 282.58' 1�1 (D (D�*-6 MULSION (FOG SEAL). 6 /F\ &CONSTRUCT DRIVEWAY APPROACHES PER STD. 207. 1 1 01 1 23 \�j/ 1 5*43'59" 300.00' 82.38' 41.45' (�) INSTALL STREET LIGHTS PER RIVERSIDE COUNTY STD. NO. 1000 (MODIFIED) I I /-LJ\ 39*31'22" 320.00' 220.74' 1 1 4.96' - ROVED STREET LIGHT PLAN. 55 WATT L.P.S.V. 8000 LU. I %�,- \21/ I 39*31'22" 280.00' 1 93.1 4' 100.59' @;10 REMOVE EXISTING BARRICADE. 0 &;:�-INSTALL STREET NAME SIGN PER STD. NO. 816 24 29*20'1 4" ,320.00' 163.85' 83.76 INSTALL STREET TREES PER ORDINANCE NO. 460.53 - Q 80*1 1'22" 280.00' 391.88' 235.74' (5- " (D I Underground Service Alert ' vfORE PAINTED DESERT Q 35*33'50" 320.00' 1 9 8.63' 102.63' 1 WNER / DEVELOPER - (� 0 1 -800 DRIVE (L 91*45'20" 25.00' 40.04' 25.78' 0 227-2600 RIV S (�) . 82*30'1 9" 25.00' 36.00' 21.9 3' SEVEN DIAMOND BROTHERS, DIVERSIFIED, INC. NUE, SUITE 205 TWO WORKING DAYS 9 1 5*43'59" 320.00' 87.87' 44.21' CITY OF INDUSTRY, CA 91748 BEFORE YOU DIG (626) 912-0123 * FAX: (626) 912-7045 - �-� - (�) Em SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER BENCHMARK: WORK CONTAINED WITHIN THESE PLANS � � )FESS/o/k )?,QFESS/0/k CSL ENGINEERING, INC . SHEET NO. SHALL NOT COMMENCE UNTIL AN � TRANSPORTATION DEPARTMENT -14-63 IN THE TEE INTERSECTION �) P, 0 '7<' RIV. CO. B.M. M ENCROACHMENT PERMIT AND/OR A li� , . �� io A. S 11651 STERLING AVENUE, SUITE E GRADING PERMIT HAS BEEN ISSUED. � <1� 9� <6- RIVERSIDE, CALIFORNIA 92503 OF NEWPORT RD. & LINDENBERGER RD. A 1" COUNTY 0 F RIVERSIDE 3 1 IF lk G 11� Q . . . Co - -2-1 (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 - -\- z E3 Q- - 6�il SCHEDULE IPA!' M m or_ 33950 r1l M ASSURING THE ACCURACY AND ACCEPTABILITY OF I THE DESIGN IN HEREON. 0 - - NO. 25917 -0 ELEV.= 1425.152 1 1 1 �� I II I TV -1 I - f I I I I - -!*I ---- I nt - h A I I I � f � I i I I -di k j � - I I I I A ---- I ;, -i , , 41 1 , - - - It - - 1 � -- -- - - I , N - -,-- - -o,--� -rn- - - ..r- --""- ic'-014:1----,4 I :: -, I - � I- -- t4L 0 - I I - . ,- I . -- I - I I IN THE EVENT OF DESCREPANCIES ARISING AFTER COUNTY APPROVAL * Exp. 6/30/02 * 9/?-Z/51 T- * Exp. 12/31/01 * PREPARED BY: R.C.E. IN 0. 25917 STREET IMPROVEMENT PLANS OF 5 SHTS OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE C \- - DkE Lp- I �\, (EXP. 1273f/-TlT- -- . ---- - . MARK BY DATE APPR. DATE I , U \1 -N RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISIONS OF- A�\�Qj-, Vp-0�0 L\\ SCALE: FOR: W.O. COUNTY REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER NTY e QF- C A,�-\0RQ /--Z-�-Z�6?, -s-C-^-.O--�- DATE: &-/�-?a - - . -- C - ECO E��D I DATE - RICHARD A. 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Or I - . . . � 1�j (O L <n- 7 1 to 4 ; �,-- I -I 011) 4 3 . I I 1. I 1 4�4�*, 28 � "/� //- - I 1� . 00 �j = I -1 *0 I" 47 i I NT. STA. 10+00.00 COBALT CIRCLE (� :xl?? I 1 r , r 3)+64.85 B.C.R., e Y' . 11 rllz�.7 ' LL � - ,S'�- 11 STA. 21+32.86 DESERT TERRACE DRIVE __� - U-) - , 11 3 U-) - ,� �>� ,-------= .. ,� . / -_0 . - � 13 TYP. 0 5'?1,A' (D L I iLz_1 . r- L I I C_ I � . L . .. .. 2 .). I �. :.r 6. . /A\ , ,. 1\2/ � � ... ". _1 :..: 1�1 � - A . I - 36 ,\'/'.o,-. ; ... : ft 5T.C. ,'A'X'� 1 r I, &, 9 F : 31 9OF. , 1)'\* - � q- ST. LI G ri I 1:� b 0 s L I . ,,\�, � � ---------_ '\ * L . /�7\ t--) C`4 32-05 - . N8_'* O i"W 6 \\-. -6 1�. .I L (D__�� \_L_1 go I r ,r" -11�, - . b � - � Nl�k�- D \ .. .. 1205 . __/ - 8+63.00 9+ . . . n . �, 2 1 C) � .J.- - . �N, I I � jj V I--- . I - -- �, C� 6 . . .�N- - ,1�� /�\�\,- 4_5 29 - '! _,, i - . I N 8 77 '57"E 137.00' C) . _� r. �n .1.� - r") L 10��v ,� I.11 �. C� 3 1.54T _ I N�, � E \\ C/i � -/ -f-. . �- 48 1 .04F. -4 r I LL: 15�1� . Yl�_ C 'K. 1 . ,� I 11,, - 1�1 , - 06 , ,-,I - , \.w_/\�:I/ "I , I CO, I r. ,rr I + V A\ SCALE: 1" = 40' - . (' r * 1 / _� I - \fi/ . . Ll-. , I I L Ll� I =:'/Ia.I- . �, . - L0 . �1�I cl� . r- y 1 1 'L \.�� 1 1 35 13 TYP. I _-(�) � it 60,', __j L ' -' L`�L(U)o, J.-- 11 'L 0 20' �O' �0, i�O, i�0, ' _______� , -5 j- 29+74.85 E.c - / . rL H !�,,�p \11- � L L L �? " CONSTRUCTION NOTES L I Cj[__4 29+74 -R _1� - N%m I . I 10 20+92.05 E.C.R. T 1\;'�;'�e - -0&r .�: .,� C) � � . .p 1... ______, ,, `:� O��, r 1, I ,. , I "I 1 CONSTRUCT TYPE "A-6" CURB & GUTTER PER STANDARD NO. 200 (6"C.F.) ,4 r) I U") .30 , L_.I" �J. , r r . \ :. :. L :. I - 0- Mz (D p U) . I . I I I I � . I L - - 2 CONSTRUCT X-GUTTER & SPANDREL PER STD. NOS. 209 & 209A (W=10') 4 , - CURVE DATA 4�/�, . I 0_� I- L , . 1 4 1�� . 4 _.V I LO L I, �_ � X\ AND PER DETAIL ON SHEET 1. X N j 11 I 0 _-� 3 CONSTRUCT ACCESS RAMP PER STD. NO. 403 0 '.4- C) \ 0 DELTA RADIUS L =t.- 8. -c-, '.0 .0 149 (D- 34 _j 32 = . - 1�� 13 - + � 11 4 CONSTRUCT SIDEWALK PER STD. NOS. 400 & 401. (W=6.0') I- C� / (-n L z �_: 0 __\ 4 w �A . -_ I &�__�_ 0 0 0 0) /A 90,00'00" TYP. (j --I I- I \\ 5 CONSTRUCT 0.25' A.C. PAVEMENT OVER 0.75' A.B. (CLASS 11) 0 33 . Ck� \Li/ 25.00' 39,27' 25.00' . & . Q_ . �0 LA . 4 r 0 U _\ 06 " Q; I (-P 6 MULSION (FOG SEAL). po - I . /D I p I I ro .1�1 &�_*_ _ CD Cn Li C6 ..d_ 00 1 5*00'38" i 10.00, 28.82' 1 4.49' 5 i ?O I - (D-CONSTRUCT DRIVEWAY APPROACHES PER STD. 207. .01 9 rl") CD 9 1�� Cq 31 \-LD/ C) ,p 1=� C) C) - - d w C3 Q; 0) U-) - I .U") /C\ 1 21 O'01"I 6" 38.00' 139.29' , - I U INSTALL STREET LIGHTS PER RIVERSIDE COUNTY STD. NO. 1000 (MODIFIED) 9 1-d- U-) 11 \��/ I 11� L.j Cd �s & _j I , d 6 QIX + + . i ROVED STREET LIGHT PLAN. 55 WATT L.P.S.V. 8000 LU. Li 0� m 0') 23*57'41" 300.00' 125,46' 63.66' � Underground Service AlerT� (3 k-b1b 9 I ORE @_INSTALL STREET NAME SIGN PER STD. NO. 816 __J_ __ _:__�_'_____ IF\ 91*45'20" 25.00' 40.04' 25.78' � - I INSTALL STREET TREES PER ORDINANCE NO. 460.53 ----.---------- I - I -I-- i -- \�J � 1 -800 -0po (��_ --�- -1 L I L .r I L .11 I r r L I L L L (D . 82*30'1 9" 25.00' 36.00' 21.93' I - r I I - - � I � I I I . I L IF\ 227-2600 10 @ \�i/ 23*57'41)) 320.00' 1 3 3.83' 67.91' /_LJ\ TWO WORKING DAYS \_�L/ 192*57'06" 38.00' 127.97' \. BEFORE YOU DIG - 0 27*21'50" 110.00' 52.53' 26.78' Q 29*57'38" 1 51.82' 79.39' 40.62' SEVEN DIAMOND BROTHERS, DIVERSIFIED, INC. GRANIT CIRC NUE, SUITE 205 CITY OF INDUSTRY, CA 91748 1 - (626) 912-0123 * FAX: (626) 912-7045 SCHEDULE "A:' i .L ! L. � 11m. SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER C . BENCHMARK: WORK CONTAINED WITHIN THESE PLANS CSL ENGINEERING, IN 87 - 4 SHEET NO. SHALL NOT COMMENCE UNTIL AN qoFESs/0,l,,,, TRANSPORTATION DEPARTMENT ,?,OFESs -14-63 IN THE TEE INTERSECTION , MIT AND/OR A <:,�) A,- 0,�, < 11651 STERLING AVENUE, SUITE E RIV. CO. B.M. M GRADING PERMIT HAS BELN 1�)t>ULIJ. \.1 10 , 11�_, APPROVED BY: It- <_�, RIVERSIDE, CALIFORNIA 92503 OF NEWPORT RD. & LINDENBERGER RD. A 1" COUNTY OF RIVERSIDE 4 ) C.) -y A_- (909) 785-5122 * FAX (909) 785-5180 IRON PIPE & TAG MARKED COUNTY IN CAP WELL MON. . - �2 z at- �� SCHEDULE "R' THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR C.0 m ___11 - A Ld m ,� OP T I _�__4 E p .1� , 7 FT' q ( L . - I I I I \ ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN IN HEREON. ------ w 33950 j ' No. 2591 m _00 /- --/) - w V * Exp. 6/30 02 r/ 1�_ 11111t.1 : �.__ ,:&Irt�� 9/___?/9 * Exp. 12/31 01 * / "Ill""I'll""I'l���llll, I � 5 IN THE EVENT OF DESCREPANCIES ARISING AFTER COUNTY APPROVAL - �� -4 STREET IMPROVEMENT PLANS OF SHTS * . %----, * I - OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE - ./ , DATE J, PREPARED BY: R.C.E. NO. 25917 1 1 RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLU11ON AND MARK BY DATE APPR. DATE C/Vl\- - 1\11 _. ___� -9 -I(p -,--� 0 1 CIV\_ /-,-- - � (EXP. 12/31/01) SCALE: COUNTY -1 REVISING THE PLANS FOR APPROVAL BY THE COUNTY. - I REVISIONS V� CN-\T- I � OF CA ,/-7 / _:�?,, � C--,,��_ DATE: 9-/'9'- 28 1"=407 FOR: W.O. r ENGINEER ::��, "i I H:- . 00 FE6�UN'ry - M 64�D DATE I RICHARD A. -SCIANNI - V: 1"=4' 1 1 FILE NO. 914 , 475SIP.DWG/S:40 GDAL NOTES 1. TIE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA, AND RELOCATION AND COST OF ALL EXISTING 1JTNLiTES OTHER THAN THOSE WITHIN EXISTING CITY RIGHT-OF-WAY 067ALILED UNDER FRANCHISE AGREEMENT OR PERMIT. 2. ALL WORK SHALL CONFORM WITH THE REQUIREMENTS OF THE COUNTY ROAD ROROVEMENT STANDARDS AND SPECIFICATIONS OW SiUMSE01JENT AMIENDMENTS, 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 EVCROAC MAE'NT PERMIT, FOR ALL WORK ON EXISTING CITY MAINTAINED RIDADS. 4. ALL UNDERGROUND FACIUTIES, WITH LATERALS, SHALL BE IN PLACE, PRIM TO PAVING THE STREET SECTION INCLUDING, BUT NOT UMITED TO, 1 E fOL1.011111ING: SEWER, WATER, ELECTRIC, GAS, AND DRAINAGE. 5. ALL MATERIALS TESTING AND INSPECTION OF PIPE SHALL BE IN CONFDf#AITY` WITH THE REQUIREMENTS OF RIVERSIDE COUNTY AND THE Aihl!`711CAN WATER WORKS ASSOCIATION (A.W.W.A.) STANDARDS. G. FAILURE TO MEET ANY OF THE REQUIREMENTS OF RIVERSIDE COUNTY RIND THE A.W.W.A. SPECIFICATIONS WILL BE CAUSE FOR REJECTION. 7. IAIrMM1UM PIPE COVER FOR WATER UNE SHALL BE 48 INCHES. a All MATERIALS AND INSTALLATION SHALL CONFORM TO RIVERSIDE COLOM SUm11"ON IMPROVEMEKT ORDINANCE NO. 461.6-1988. 2. FOR SEPARATION REQUIREMENTS BETWEEN WATER AND SEWER ONES, RIB TO RIVERSIDE COUNTY STANDARD NO. 609-1988. 1D. WFEiiEVER A WATER LINE ENCOUNTERS A STORM DRAIN UNE OR OTifR OBSTRUCTION AND CROSSING OVER THE OBSTRUCTION WILL RESULT IN LESS THAN 35 INCHES OF COVER OVER THE WATER UNE, IT WILL CROSS UNDER THE OBSTRUCTION (MIN.6" CLEAR). EMWD SEWER NOTES 1. SEWER CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH EMWD'S STANDARDS AND SPECIFICATIONS. 2. GRAVITY SEWER PROFILE ELEVATIONS ARE TO FLOW UNE (CONDUIT INVERT). 3. CONTRACTOR HAS THE OPTION TO INSTALL PLASTIC OR VCP SEWERS, EXCEPT WHERE SPECIFICALLY DESIGNATED ON PLANS, PER EMWD STANDARDS AND SPECIFICATIONS. 4. MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH STD. DWGS. 98-56, SO-56 AND SB-61, AS APPLICABLE. SEWER MAINS MAY BE LAID THROUGH 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. SB-52. 5. PRIOR TO CONSTRUCTION OF SEWER, CONTRACTOR SHALL EXPOSE EXISTiNG SEVER AND VERIFY ITS EXISTING ELEVATION AND LOCATION. CONNECTING TO EXISTING MANHOLES AND AN INLET STUB OF PROPER SIZE EXISTS, NO ALTERATIONS SHALL BE MADE TO EXISTING MANHOLE BASE OR STUB EXCEPT AS SPECIFICALLY AUTHORIZED BY EMWD. S. SEWER LATERALS SHALL BE CONSTRUCTED IN ACCORDANCE WITH STD. S9-177. LOCATIONS OF WYES AND LATERALS, WHERE NOT SWO ON PLANS. ARE TO BE DETERI VIED IN THE FIELD PRIOR TO CONSTRUCTION, TO MISS DRIVEWAYS. ALL LATERALS ARE TO BE 4" DIAMETER UNLESS OTHERWISE SHOWifN ON THE PLANS. 7. 1W CONTRACTOR IS ADVISED THAT THE WORK ON THIS PROJECT MAY INVOLVE MAKING IN A CONFMAED AIR SPACE. CONTRACTOR SHALL BE RESPONSIBLE FOR "CONFINED AIR SPACE' ARTICLE 106, TiTLE 8 CALIFORNIA ADMINISTRATIVE CODE. E WNIERE GROUNDWATER IS ENCOUNTERED, ALL VCP PIPE SHALL BE TREATED FOR ABSORPTION RESISTANCE PER EMWD'S SPECIFICATION& 9. ALL RESiDENTiAL LATERALS SHALL HAVE A CLEANOUT IN ACCORDANCE VITH DISTRICT STD. DWG. SO-52. 10. ALL PIPEZONE BEDDING & TRENCH BACKFN.L SHALL BE TO STD. DWG. SO-157, 5.-156. SB-159. it. ALL SEWER IILETS AT THE MANHOLE SHALL BE SUCH THAT ITS CROWN SHALL K LEVEL 61H THE CROWN OF THE OUTLET PIPE, AT THEIR PROJECTIONS TO THE MANHOLE CENTR'LIIE. 5EWER CERTIFICATION CERTIFY THAT THE DESIGN OF THE SEWER SYSTEM IN TRACT NO. 25287-4 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 1 8Y:VL(LJ� 4 1101 to CIVIL ENGINEER OF SU BDIViSIONS DAIE SeMce Alert Call: TOLL FREE 1-800 227-2600 TWO WOWNG DAYS BEFORE YOU DIG FF'ftU W, 'ANUS 1 912-0123 * FAX: 205 912-7045 WORK CONTA INED WITHIN THESE PLANS CLAW I JM�*' LA HAS BEEN ISSUED. THE M MiE 0=10 9QIMIC WX PLANS IS IE ONME FOR Ae iE Aol»NMCY M© A012"ANJIY OF X EM IN VEON. N X MIT OF DANCES ARINSNNG WV COUNTY APPROVAL TIN OIMMMC OONSIIMJCTNOIN, IRE PRIVATE ENGINEER SHALL BE R: E FOIL DEiEiIMM" AN ACCEPTANII.E SOLUTION AND 1M0IMC 1NE FLANS F6t Al"OVAL BY TINE COUNTY. COUNTY OF RIVERSIDE, CALIFORNIA FIRE DEPARTMENT APPROVED BY- FOR FiRE, RIVERSIDE COUNTY CA. DATE %'I " -5 ir W I BY I DATE ENGINEER TRACT NO. 25287-4 WATER AND SEWER PLANS EMWD POTABLE WATER NOTES 1. WATER LINE AND APPURTENANT CONSTRUCTION SHALL BE IN ACCORDANCE WITH EMWD 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 SERVICE CONNECTIONS SHALL BE i" SERVICES X 5/8" METERS UNLESS OTHERWISE NOTED; AND SHALL BE LOCATED AS SHOWN ON THE PLANS, ADJUSTED AS NECESSARY TO MISS DRIVEWAYS. SERVICES SHALL BE INSTALLED IN ACCORDANCE WITH STD. DWG. B-590, (TYPE "B'). 4. BLOW -OFFS SHALL BE INSTALLED IN ACCORDANCE WITH STD. DWG. B-357. 5. TEMPORARY BLOW -OFFS SHALL BE INSTALLED IN ACCORDANCE WITH STD. DWG. B-568. 6. AIR VALVES SHALL BE INSTALLED IN ACCORDANCE WITH STD. DWG. B-5ft 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 RESTRAINERS INSTEAD OF THRUST BLOCKS SHALL BE USED ON ALL MAIN LINE PPE JOINTS WITHIN SPECIFIED LIMITS, AND ALL JOINTS OF WATER APPURTENANCES LATERALS OFF MAIN LINE, PER EMWD SPECIFICATIONS. 10. ALL PVC PIPE THROUGH 12 INCH SHALL BE TYPE C-900, CLASS 150 EXCEPT WHERE NOTED OTHERWISE. PIPE SHALL CONFORM TO AWWA SPECIFICATINONS. 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 CEMENT MORTAR LINED AND TAR (SEAL) COATED PER E.M.W.D. STANDARDS AND SPECIFICATIONS. 13. POLYETHYLENE ENCASEMENT. ALL DUCTILE OR GRAY IRON FITTINGS SHALL BE POLYETHYLENE ENCASED AT THE TIME OF INSTALLATION PER EMWD STANDARDS AND SPECIFICATION. LOT LINE I � �tt f - R/W W-WELATERL' WATER SYSTEM IMPLEMENTING FACILITIES FiRE CERTIFICATION I CERTIFY THAT THE DESIGN OF THE WATER SYSTEM IS SEWER AND WATER PLANS FOR IN ACCORDANCE WITH THE REQUIREMENTS PRESCRIBED TRACT 25287-1 A TRACT 25287-3 BY THE RIVERSIDE COUNTY FIRE DEPARTMENT. / S ,a_-� 7-/5-98 R.C.E. NO. 25911, EXP. DATE: 12 31 7 SEAL -COUNTY DFES 0t^ cla 33950 20 * Exp. 6/30/02 * APPR.1 DATE `r�j�, CIV1 r REVISIONS COUNTY CAT. 10' (5' MIN.) WATER KDOCAMNS, 1. CONTRACTOR SHILL NOTIFY RNERSIDE COUNTY TRANSPORTATION DEPARTMENT CONSINU TION SECTION AT (90) 955-SM AT LEAST 48 HOURS MI ADVANCE OF STARTMNG CONSTRUCTION. 2. CONTRACTOR SHALL NOTIFY APPROPRNTE UTLM 48 HOURS PRIOR TO EXCJNNITION OR TRENCHING. SO. CALIF. GAS COMPANY VIA U.S.A. 1-WO-227-26W SO. CALF. EDISON COMPANY VIA U.SA 1-MO-227-26M GENERAL TELEPHONE EDISON COMPANY VIA U.SA i -800-227-2600 HELD CABLE VISION VIA U.SA 1-800-227-2600 E.M.W.D. 909-928-3777 EX 4830 RIVERSIDE COUNTY FLOOD CONTROL 909-955-1200 WATER CERTIFICATION CERTIFY THAT THE DESIGN OF THE WATER SYSTEM IN TRACT NO. 25287-4 IS IN ACCARDANNCE WITH THE WATER SYSTEM EXPANSION PLANS OF THE EASTERN MUNICIPAL WATER DISTRICT, AND THAT THE WATER SERVICE. STORAGE AND DISiRINUTNON SYSTEM WILL BE ADEQUATE TO PROVIDE WATER SERVICE TO SUCH TRACT. THIS CERTIFICATION DOES NOT CONSTITUTE A GUARANTEE THAT IT WILL SUPPLY WATER TO SUCH TRACT AT ANY SPECIFIC QUANTITIES, FLOWS OR PRESSUF ES FOR FiIE PROTECTION OR ANY OTHER PROPOSES. EASTERN MUNICIPAL WATER DISTRICT BY. L�f.Qaj4m, Nr ._ CIVIL EN6INEER OF SUBOIMSiONS Dfift LOT LINE PROP. DRIVEWAY i R/W - W W W W �- OF STREET S S S I S NOT TO SCALE TIME LIMITATION Y DESCRIPTION QUANTITY WATER 8" P.V.C. C-900 (CL 150) WATER MAIN 1,808 L.F. LOCATOR WiRE 1,808 L.F. 8"x 8"X 8" TEE 2 EA. 8"x 6"X 8" TEE 1 EA. 8" ADAPTOR 2 EA. (8"x8" FxF) 45' ELL 1 EA. (6"4" FxF) 45' ELL 1 EA. (8" HxF) BUTTERFLY VALVE PER E.M.W.D. STD. B-577 4 EA. (6" HxF) BUTTERFLY VALVE PER E.M.W.D. STD. B-577 1 EA. 6" FIRE HYDRANT ASSEMBLY PER E.M.W.D. STD. B-362 6 EA. 6" BLOW -OFF ASSEMBLY PER E.M.W.D. STD. B-357 1 EA. 1" WATER SERVICE & 5/8" METER PER E.M.W.D. STD. B-590, TYPE "B" 50 EA. BLUE RETROREFLECTIVE MARKER 8 EA. 1" A.V. AND A.R. PER E.M.W.D. STD. B-598 (TYPE B), TYPE "B" 2 EA. i SEWER 8" SEWER MAIN LINE 1,629 LF. SEWER MANHOLE PER E.WW.D. STD. S%-56 7 EA. TERMINUS MANHOLE PER E.M.W.D. STD. SB-58 4 EA. 4" SEWER LATERAL PER E.M.W.D. STD. SB-177 1,512 LF. 4"x 8" SEWER WYE 48 EA. SADDLE CONNECTION PER E.M.W.D. STD. SB-176 1 EA. �k QUANTITIES SHOWN HEREON ARE FOR PERMIT AND/OR BONDING PURPOSES ONLY AND SHALL NOT BE USED FOR BIDDING. CONTRACTOR SHALL DETERMINE HIS OWN QUANTITIES AND BID A COMPLETE JOB. I THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UlIJ7ES OR STRUCTURES SHOWMN ON THESE PLANS ARE OBTAW BY A SEARCH OF AVAILABLE RECORDS AND TO THE BEST OF OUR 0400.EDGE, HERE ARE NO EXISTING UTILITIES EXCEPT THOSE 94OWN ON i14S 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 ORAW R S1AI AND IS 11 FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES. CONSTRUCTION CONTRACTOR WILL BE RREOJIRED TO ASSUME SOLE AND COWLEIE RE"OBIUTY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REWII EMENT SHALL APPLY CON Y AND NOT BE LIMITED TO NORMAL WORKINGKING iIOURS, AND C067O IM CONTRACT OTHER ACES TO, DEFEND, . AND HOLD DESIGN PROFESSIONAL AND OWNER HARMLESS FROM ANY AND ALL UABIUiY, REAL OR ALLEGED, IN CONNECTION WITH THE PERF RMANCE OF WORK ON THIS PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES IN PLANS AND/OR FIELD CONDITIONS IMMEDIATELY TO THE DESIGN ENGINEER FOR RESOLUTION PF40R TO CONSTRUCTION, AND SHALL BE RESPONSIBLE FOR DISCREPANCIES NOT SO REPORTED AND RESOLVED. CAIJ71ON: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN VV71 NG AND MUST BE APPROVED BY THE PREPARiER OF THESE PLANS. PRWECi SiTE WATER / SEWER APPROVED BY: COUNTY OF RIVERSIDE, CALIFORNIA EAST N . j IPAL ATER DISTRICT DEPARTMENT OF HEALTH THE TIME LIMIT ON DRAWINGS APPROVAL SHALL BE SIX (6) MON CML ENGINEER OF SUBDIVISIONS DATE FROM THE DATE ON THE CERTIFICATION. IF CONSTRUCTION HA AS DATE NOT CCMMMENCED WITHIN STATED TIME, EMWD REQUIRES DRAWINGS TO BE REVIEWED BY THE POSSIBLE CHANGES IN MASTERVELANNE STD NO E IN APPROVALS SPECIFICATIONS AND STANDARDS. Wnt. 0pmT ows SM. OrEM11m �- COLOM OF SEAL -ENGINEER CSL ENGINEERING, I1 TRAWAWATION DEPARTMENT AP 11651 STERLING AVENUE SUITE E APPROVED BY: ,� RIVERSIDE, CALIFORNIA 0503 t (909) 785-5122 * FAX (909) 785-5180 23 �MM'`e! No. 23M 7 � * Exp. 12/31 /01 , RIVERSIDE COIIINN CA. DATE •IS• 4I BENCHMARK: IM'V. CO. B.M. M-14-63 IN THE TEE INTERSECTION OF IEWPORT RD. k 1.1694BERGER RD. A 1" PM PPE k TAG MARKED COUNTY IN CAP NU MON. ELEV.m 1425.152 D TE s * Pi4ND BY: R.C.E l�l • DATE C's....�_ DATE: 6 -19-9a -- A. SCNANNI H: V: VICINITY MAP NOT TO SCALE SECTION 36, TOWNSHIP 5 SOUTH, RANGE 3 WEST I YKt55URE_IONE 1627 TRACT 25287-4 COUNTY OF RIVERSIDE SEWER AND WATER PLAN AND PROFILE TTTT 1151 G+VT� LET r r 1 0 I.D. 13 & U-1 S.A. 33/41 W.O. 98-327 C.O. COM. 23-0-21 SHEET 1 OF 5 D-- zit i l 1 LL1 JLll�ta 1 ' _ jwz -�/ NO JN475/6-18-98/475SW.DS:40 T 28 \�\ ' TRACT NO, 25 7 Ab WAT R AND SEWER PLANS 3$ 39 40 \ / � AF.H. .V. 41 INDEX MAP 37 42 54 \ 36 43 U ®" P.V.C. W� � p� \ \ F\ EXIST. f SEWER LINE / SHEET 5 35 V 44 PER D-20097 W �►� F.H. 2 `45 3\ / .H 11 734 d" SM F.H. / / \� 5 \ f \ / 5 r L \ 8" P.V.C. WA 33� / 1 6 \ \_ 56 4 F.H 8" P.V.C. WATER �, F.H. 7 \ l--- _ _ _�— p �� �+ 3 .H. 5 9 10 r 53 — — 32 / V. 8 R 0 A -� \ .H. 4 / 1 52 F 9 _ — ._._ . *%p 31 ,'� S 10 55 v' \ 1 2 51 �T 11 4 `sE` 12 -�F� 30 3 50 26 A.v. .H� 49 F.H. 12 13 _ 25 H. Ir 7 48 r J-r E - �1-\C 2r �3l 22 23 24 d ,to MIN..H.1 3 4 47 14 16 17 18 19 20 21 oQ E 49 48 47 ( ()) 14 29 F.H ----�4s 15 45 50 46 45 , / \ ERT F T E 21 Fir rRr�� /-�2 5 44 \ -,�-- --�• T 2 28 .) 1 28 AN. 43 F.H. _ 22 20 35 36 44 t^ 27 t 6 1 42 8" 37 SEW 16 d" P.V.C. WA 41 27 23 1 B' 4 �� 10' ( MIN.) 26 v 7 40 36 35 34 33 32 29 28 Ir Rv.G WHITER 38 •> — 1 37 31 30 0 18 33 42 1 18 9 25 0 I 5, z 8 39 24 17 39 40 41 20 1 38 34 N TRACT76207--3 �2 F.H. 2 4 V 9 1 2 7 2 6 � Jal PIf�P. 8.. F.H. M.H. i 1 M.H. 2 F. 23 F.H r U rU Fir rr0/\_ t 23287 F.H.r 10 1 22 M.H! I B.O.A. 21 12 ' I 20 I 1 13 1 19 14 F.H. I 18 15 A.V. WHI I m - = FE—mm __ - . IN Nd �-rig-7773 ' I 17 16 INDEX MAP SJU-rr� FJJNGER OF FU-r4�RE GOLF CDURSE B.O. ABBREVIATIONS AR -AIR RELEASE � _�A SCALE: 1" = 100' WATER LEGENQ BFV-BUTTERFLY VALVE %%mw!!m SM-BOTTOM OF STORM DRAIN 0 50' 100' 200' 3000 400' WATER1X (SIZE AND TYPE NOTED) BOW -BOTTOM OF WATER Liter BRPM-BLUE RETROREFLEC71VE PAVEMENT MARKER — — — — — — EXISTING OR PROPOSED WATERLINE (SIZE AND TYPE NOTED) CAV-COMBINATION AIR VALVE RANGE (F) TYPE END CG-CENTER GRADE I HUB (H) TYPE END, RESTRAINT CML & C-CEMENT MORTAR -LINED AND COATED STEEL PIPE (CLASS 150 UNLM OTHERWISE NOTED) - CO-CLEANOUT A TEE (F x F x F)SEWER LEGEND CS -CORPORATION STOP ., ' ' BEND (H x H), RESTRAINT CV -CHECK VALVE FIRE HYDRANT (1-2 1 /f , 1- C) [PER STD. 8-362 (GREEN)] ( �) EP-EDGE OF PAVEMENT F-FLANGE �— BLOW -OFF [TEMPMARY B-568) [PERMANENT 8-357] SEWER MAIN AND LATERALS (SIZE NOTED) FH-FIRE HYDRANT GV-GATE VALVE AIR VALVE [A.V. & A.R. PER STD. B-598 (TYPE "R' )] — — —1 �- — — — EXISTING OR PROPOSED MANHOLE . A H-HUB BFV - BUTTERFLY VALVE (F x H), RESTRAINT HPI-HORIZONTAL POINT OF INTERSECTION RSGV - RESILIENT SEAT GATE VALVE (H x H), RESTRAINT EXISTING OR PROPOSED SEWER MAIN AND LITERALS Call: TOLL FREE MH-MANHOLE - F x H ADAPTER (SIZE NOTED) / 1—am WATER SEWER APPROVED BY: PROP. —PROPOSED TERMINUS WM40LE (SO-58) COUNTY OF � RIVERSIDE, CALIFORNIA RSGV-RESILIENT SEAT GATE VALVE ♦_ 1' METER SERVICE CONNECTION [ 1"COPPER TUBING 227 2600 EAST RN M IPA WATER DISTRICT R/W-RIGHT OF WAY W/ 5/8' METER PER B-590, T1r1aE B"] END of SEWER LIB (PLUGGED) ,� DAYS- �. DEPARTMENT OF HEALTH RW-RECLAIMED WATER LINE (CLASS 150 UNLESS OTHERWISE NOTED). F x RJ RANGE/RESTRAINT JOINT cLEANouT (sB_52) seromE You ors CIVIL ENGINEER OF SUBDMSIONS �� DATE APPROVED BY:STL-STEEL SD -STORM DRAIN ❑ SUE RETROREFLECTNE PAVEMENT MARKER BOB� T EW. TOS-TOP OF SEWER LINE �--; STREET LIGHT APPR9YAL.S m FOR HEJILTH DEPARTMENT O&EMO W COUNTY CA. �-VERTICAL POINT OF INTERSECTION m El RWF::j4* A#ENi SURE 205 wrp , � '� 7,b W OR W.L.-POTABLE WATER LNG (CLASS 150 UNLESS OTHERWISE NOTED). � 33 * EiYc: i26 912-7045 srllt. oror►no116 DATE 1 1.1 13 Ac U-1 +Ic THESE PLANS Cotwtr or SEAL -ENGINEER CSL ENGINEERING, INC. BENCHMARK: TRACT 25287 — 4 S.A. 33 41 COMMENCETRANSPORTATION DEPARTMIENT �#MMT #T AomOR I�DA � o A• oT � � 11651 STERLING AVENUE SUITE E RIV. CO. B.M. M-14-63 IN THE TEE W.O. 6-327 MW +MS MEN ISSUED. yQ' �. 'i� APP�pyED BY; y� RIVERSIDE, CAUFORNIA 92503 INTERSECTION OF NEWPORT RD. & COUNTY OF RIVERSIDE c•Q• � E �� � UK I 8 zs (909) 785-5122 • FAX (909) 785-5180 LNIDQNBERM RD. AT 1 IRM PIPE 6 TAG 3 �Ic X,I�IIc,'Y 49 nY OF TIE Nal II IILWEQI. lsl� 33•so MAUD COATY 9JKYOR IN Caw WEu WON. - SEWER AND WATER PLAN AND PROFILE or 52 0 •i W OWAF AWII AM t =IITY N"V#I * Enp. 6/30/02 * 9 � 9 � Exp 12/331 /01 � I sl>wllz ,NE � KIIE 9=E R %MALL LIE s D E s * PAE�D BY: R.C.. Na ELEv.= 142s.1 s2 INDEX SHEET J1RNC #tLEPfA1Wf SIX.UIl011 AID MARK 8Y DATE APPR. DATE �j�, i, �� 0q �jIVl �' SCALE: +� id11NN>c #t �PPI�IIL N11' CEI CNININTY. REVISIONS GF CAL CAL - - DATE; 6'- Z9 - 2 FOR: W.O.ouwNIX 9 COUNTY( E D DATE H• 1 :1 M' V: F'It.E JN475/6-16-98/475 .OWf STA. 28+80.02 RENIOVNEW ARROWHEAD JOIN r W TER PER D- DRIVE -rr��� -T 9 1—'=3 *STAT.99+87.00 _ STA. 29+7105 1—F HU8 x Ir FL 0 TEE 1—Q" FAH B.F.V. (W) PER � M 8-362 RESTAINID JOINTS. GRANITE CIRCLE SEE SHEET 5 = STA. 15+34.60 NEW ARROWHEAD DRNVE -� l ,p I 32 rr�r\ r I v 1-, :=3 4 II 90.24' CMVE DATA Q DELTA RADIUS LENGTH TANGENT A $ 13-43'37" 1000.00' 239.58' 120.37' 4'25,41 " 1000.00' 77.28' 38.66' C 12127'20" 500.00' 108.70' 54.56' D 4'25'41" 967.00' 76.28' 38.16' 13'S3'10" 513.00' 124.33' 62.47' F 0*12'30" 1250.00' 4.59' 2.30' G 0"12*36" 1263.00' 4.64' 2.32' ar+� G I NO2' 17"OrW F �.� 50.w 55.0 r S -14 _15 -16 � ' � 31 30 �c STA. 29+14.00 REMOVE PLUG k JOIN Svvice AIW* 8" SEWER PER SD — Coll: TOLL FREE 1 — 800 WATER /SEWER APPROVED BY: COUNTY OF RIVERSIDE, CALIFORNIA 227-2600 EAST N MU N IPA WATER DISTRICTmys DEPARTMENT OF HEALTH CML ENGINEER OF SU80MSIONS LIATE ity. WDPER�. DATE NTIS, DIII'ERmul M APPROVALS ws>1omm NOHEALTH DEPARTMENT, RNERSIDE COUNTY CA. 1 OF CCAEN 9 74r E 205 wnt. o►ilo�Nt 912— 123 • FAX: 626 912-7045 swR. oror►itoMt I COMMON DATE SEAL —COUNTY SON CONTANdED WITHIN THESE PLANS 91,141 NOT COMNiAENCE UNTiI, AN DFE � Rf KEN AAAD OR A HAS EN ISSUED. `� " °l X lw1AV E Bit SIM 1NM FLAPS 5 NEW INSWIE FOR 011111111� X AMWCY AIO ACCrWITY IE X K= N MM Exp. /02 Ot � C1110111RX74K W RMIE D4G NEER SHALL [MARK eY or►TE �! V1 I!!�f FNat lIETlW1MIC AN ACCEPTAIILE SOLUTION AhIDDATEx � I'm MI'N w BY TIE COUNTY. GINEER REVISIONS COUNTY � _F - SIA Zo+v4.= R Ir P.V.C. C-900 CL 150 WA7ERLMiE 13' WLY OF t Lmm . 55.00' 1 43.11 \ L=1 STA. 33+12.79 1- Fw ROW PER S7D. B-362 L= 41 STA. 33+71.79 = STA. 26+81.55 1-8 FL TEE DESERT TERRACE 2-8" FxH B.F.V. 4W,S41-8" FxH ADAP) DRIVE RESTRAM JOINTS. SEE SHEET 4 rSamoaSo 11 17 1 a' P.vc. c-goo a Aso wAIULK 1r war OF E 19 V gal 20 21 29 Y, Zs I 27 I Zs \ � 1 Zs I "' 247 I 23 I I 22 /� \�STORM DRAIN STA. 30+25.8 = TA. 10+04 WL Ir SEAR M.H. N0. 1 6� E'LY OF� 6' E'LY OF E PAINTED cowm of RIVERM TRANSPORTATION DEPARTMENT APPROVED BY• % zo 4 D TE ►(n "'• DATE Ir SEVAM VAM YOF�I ;TA. +76.48[ISr SEVU E'LY L TL M.H. NO. 2 VAMS 6' E'LY OF F / "LOT 51 STA. 35+17.49 i TERMINUS M.H. NO. 3 6' E'LY OF PROJECTED ;_ SEAL —ENGINEER CSL ENGINEERING, INC. BENCHMARK: 11651 STERLING AVENUE SUITE E RV. CO. B.M. M-14-83 IN THE TEE R 4, IVERSIDE, CALIFORNIA 0503 1 INTERSECTION OF WMIxORT RD. M (909) 785-5122 • FAX (909) 785-5180 LNXN88W NM). AT 1' IRON PIPE M TAG No. 25917 M00 COUNTY gU KYOR IN CAP WLL MON. * Exp. 12/31 /01 # PREPAW BY: R.C.E. NQ 25917 ELEV.- 1425.152 SCALE: OF' CA1. DATA. `- %- H: 1' -41)' V: 1"-4' RICH A. n ST T1rPlCAL FOR ALL TEES OUTSIDE OF MAIN —LIE JOINT RESTRAINT LM NITS —IN ADD17M TO RESTRANK JOINTS ON BRANCH SIDE OF TEE, RESTRAIN BOTH RUN —SIDE JOINTS AND INSTALL A FLA-L 20' LENGTH OF PIPE ON EACH SIDE OF TEE RUN (WHERE POSSOX). ELL �Z� SCALE: 1" = 40' 0 20' 40' 80' 120' 160, �. 4 I.D. 13 do U-1 TRACT 25287-4 S.A. 33 41. COUNTY OF RIVERSIDE 98-327 SEWER AND WATER PUN AND PROFILE` 5 PAINTED DESERT DRIVE — 'AD W.O. IFU W 22 x JN475/6-18-98/475SW.DWG . :40 --T 2-32E � A � ' �- �w 1 L= E e , E L- 43.54' .64 L- .1 t.ft7l SCALE: 1" = 40' •, `.' as o fd,' �6s• 21.21 0 20' 40' 80' 120' 160, I / �. IDENTICAL. CURVE DATA -rR �� c2-147 MNT 46 45 44 43 W°t Q DELTA RADIUS LENGTH TANGENT T 4+1 . 42 �')�, �'� A 39.31'22" 300.00' 206.94' 107.78' TA. 0+ .19 TA. 1+ .98 47 M.H. NO. 8 - B 36'49'S5" 300.00' 192.85' 99.89' ---.__ STA. 19+05.84 M.H. W. 5 M.H. NO. 6 6 SE'LY OF / 1, �� 6' E'LY OF Q. A. + 41 �d C 43'21'27" 300.00' 227.02' 119.26'. I� M.H. NO 4 6' E'LY OF � M.H. N0. 7 6' E'LY OF � 6' SE'LY OF � �' SEA � �� ^�� D 15'43'S9" 300.00' 82.38' 41.45' STA. 18+43.69 6' SEA It INT. STA. 21 +32.86 DESERT TERRACE DRNE VARIES WLY OF "� REMOVE TEMP. PLUG & JOIN Ir SEAR 6' E'LY OF t STA. 10+00.00 COBALT CIRCLE as SEA 6' SE'LY OF � E 80*11'22" 300.00' 419.87' 252.58' W SEWR PER D-20099 VARIES E'LY OF LC 6 E'LY OF 23 F 39'31'22" 313.00' 215.91' 112.45' Ir G SEA 39*12'44* 313.00' 214.21' 111.49' UuWm pi"*wW S� Al*rf 6' E'LY OF �pH 37'01'28" 313.00' 202.26' 104.80, Call: TOLL FREE 25+31.92 I 21'37'55" 294.00' 111.00' 56.17' TERMINUS M.H. NO. 9 1-800 WATER /SEWER APPROVED BY: COUNTY Of RIVERSIDE, CALIFORNIA' S'LY OF 24 J 29'13'57" 294.00' 150.00' 79.67' FORNIA � 227-2600 EAS ERN MUN IPA WATER DISTRICT PAINTED DESERT K 22'06 55" 294.00' 113.4a' 57.45' 9 75&__ (o �t DEPARTMENT. OF HEALTH C LENGINEER OF TE BY: SHEET 3 '"'�''� L 2224'42" 294.00' 115.00' S8.24' APPROVED M 11'44'25" 287.00' 58.81' 29.51' t�11E1�OPER !ILM NUEE,Lut INC. APPROVALS N%mM FOR HEALTH I)EPARrWIT, RIVE1�sIOE COUNTY CA. - il� .1�K, G 91 SITE 205 wne. OPEINAMr - 912-0123 • FAX: 626 I S T RAC DRIV 912-7045 swlt. opEMTipNt -- DATE I.D. 13 do U-1 WNW CO w� T� Pins SEAL -COUNTY �n of W#V= sEAL-ENGINEER CSL ENGINEERING. INC. BENCHMARK: _ u� � S TRACT 25287 4 S.A. � �z7 a pe s TRANSPORTATION DEPARTMENT e AND/OR A v 11651 STERLING AVENUE SUITE E RIV. CO. B.M. M-14-63 IN THE TEE MAS BEEN ISSUED. �4Q�4. �. aT APPMOVED BY: Wit'' WERSIDE, CALIFORNIA 92503 INTERSEC101 of NEWORT RD. � COUNTY OF RIVERSIDE C.O. i � 1� PINS 8 M�01l9�E (909) 785-5122 * FAX (909) 785-5180 L DENBERCER RD. AT f 90 PPE ! TAG fAdRO. 0.01111111 ,,,,,,I1011X IEIoII� „� ,I,�,n OF X O M N NCI. 3N50 � No. 25017 � MAI D STY Su>:vEM IN CAP �- �+ SEWER AND WATER PUN AND PROFILE 4 per 01E IMBT IF IIIENSEPMIES AwW AF0 COIMTY APPROVAL * Exp. 6/30/02 'q 3l .R...c um§Wc>toN,1W P"IE ENGINES SHAD BE �K � �� � II � D E * E�' 13/3,�, * PREP err: R.C.E. 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''I - - -- , L-' __ . __ - . --- .- ____ . I I _. 11 . ___ - -__ - . � ,.J� - _. - :-_ . __ _ _ _ :---: _____ - ____ ___ .--- ___ - ____ __ _ .1 .- __L"_"_ -LL--- ", _4__ - --..--. 1 �:__. t __ - - " --" --'- ----L L - - -'-:- ..' - ___ __ - _a ___-' :---. .- � - _ - - . , - - - _Z_. ___ _- - - -- - L- . - - ' L , " � . , - � � 1: _T__ __ ' --l- ___ .- -, .__ _. - f, .� __ __ - . __ - - - - __ I— - - _ .. _ - - I r � I . __ 7 __ "-- - ' , w 1� � 1 � 7 --- --- '- -' � fI,:- - .- - 7 __ . : �_ - �- w - __ 7 � - --- ---- � -- _- - -" -'-. : - - - , -, ,- - , _r . - . - . _=' :_7 . - 7 _-. _� ' - ' - - - 1 - __ - -..-- - __ __ _ __ - � __ _. _ _ I _r - - . r� '_ ... t" , , . . . 1. __ - IL ,- , - - - - � ... . - . ' __� - -, - .- - _ * ___ r _- -�. . f -_-- , _X'_ r __ ___ * ,-I- - L A .- ' - - _t. '_ ,- '_ � -, - 7 .-" _ _. -- --- -- ----- - - - , - __ � __ - __ - - __ - ____T__ _ ..--- 'r - __ _7 �' - ___ -, - - - ' - - - '* - - __ - ___ - - - __ - __ _ _ - __ , - __ - _ - - - - - .- __ - . . __ _ _7 L __ � __ __ . _:�r - ' _ _. r . __ � � - - - - - - I— ___.. ...- - ' - . .. . - - - - _. -- -� - -- - - _ __ - ____ � ------- - i __-__ _ - - 4- - - 4 __ _ - __ __ __ __ __ - - -- -7. -.7' - - - _ - - - __ . _'_ - r 7- " -, , ___ - ,-.:,-: -, _ _. __ _.:., _____:7 _ _ L __ - - __ __ - _' - - _' __ __ - - - " __ t - - - - . - __ _ __ - . L - - . _ __ __ � . . . - - __ . :7 ----- -- - - -- - __ __+_ __ - -- -- -- --f - - -- - r :_ - - -4-.- .- . - ' _� r - '_"T - - , ' - . - � - ?_ .--.. - - _ . r ___ � - L- _T__ - _f r " � . - . . .. ". r . . . L. � � 11 'r " . I . - . ., -7.7 - - .. . - __ - . _. - - . - I- _ . - I - . . .- I. . - � - - - ' - ' .1 - . - - - -1 - -1 . - - - r- -, - r _ - - �: 77n hm . - ' - '6 .1 - � - - - 77- - __ - __ _-7. -7. .- .- - - . .__ .--.- .__ . ___ _ ___. _ __ , __ __ - -, ___ - . . . . . - ----- L ,-- . � " " . r .. _ � , , . . . ,.. _1 I I - .1 - __ 11 � _r .- __ .- L - -'- '- ' L - - - L--- __ .- .- __ � __ '_ - - __ - - --- .7 . r __ - - L- - � '-' - I r r I I r rr r. � . .� '� r L . .... . ... . I L . - - - __ _ �� � - . . - I - - 1 . � L � L ._ 7 _: J . . . _�__ :_� : �_ :_ ' : . 1. .L I I L " � - : ' : L -t-.--- - __ - 7 . . - . . �� L --- . __ __ - - __ - . __ - - - _: - - __ _ - ' __ I - - - - - - - - - - ____ - - __ . ' - - 77 __4_'�""__":_�: .--': _: - - � r r, I __ - _ I � I _ I .. I ' r . . t __ - .. � __:� � -'r ll ::r :: . � --+- _�___ _ -_ - _' . _' " r - ... . . - - " - - .. � � r L'. __-L. I ; a . � i __ .� I . r- -, - ' L __ � L- � ____ - - r . - . '_' r - - 1- - 4-LL � ___ . L _ _j - - " r - + .. . .- - � - I - - J - � � - � -:L - LL - - - - - . __ - __ - . - - - __ - - - - r- .__ . - I . - - _ , __ . _ r __ - I __ .- . . __ ___ ... - -.,-- - " - r r __ __ - � ___' r __'_' - " - I - - - 'r r - � +r' ___ . '+ __' I - - 7-- - - - ' ' - - - - -4- __ - - I - r. 1+ .- I j� " -'J-" ,- 7 LLL' - - __ __ __ - _ ___ - __ '___ _ . - - -'-- _ _'_ - - I— .__ _' . - - ____ ___ � - __ - - ___ '___ - __ _ - __ - .. - � - - - .- __ - - __ _. . I- . � . . Ir - -- L - - r - - - I 11 - - I - I - - � . r _r. r - r-, � ' :� _ _= .-. . _. � - .. - r � _:: - - __ - _' L _' :" ''_ �__�" � " . - L . - - - -t � . . . � __ I r - . r . . L' . � _ � � _ r . __ . - _ __ - __ r , - - - - . � _ � � _ - - - � I - f � _ � � _ : - � I . - , . - . - - - � � _ � � _ - Q . r .- .. . - __ . L . - i-- . . _ _ r: . .-- - � ___ - ___ T __ __ __ - __ � � ----- - __ - __ - __ ____ ___ -F-_ - I __ __ - - . __ . __ � - - - t __- 4 - - _� f, �_ __ ____ �__ __ I _____ - '. _. - . - __ - � ____ '. __ __ . � . .. _ __ -7: - L _ . ___ __ - ---- ---- ----- - 7- *._- : - : 't__ --.-- =. __: ------ � __ .-.-. __ _ . . I - ---- i __ ' - ____ -, -'.' :_= " =7: --- --- - � � . .' . I I . - I . - . � --- __ - .. � _ ' __ , t - -- ------ - -"-' - .- .- 1. .. .. .- - _____t____ __ __ __... - -.- - _'__ ___ 77_�_____ 7_77 .__ __ __ - - - - � - ' � L ' -- . - - . __ __ .- - � __ . __ 4- r .- __ .1 r __ .- __ .- I . __ . . .. . . .- � _' .. � I � __ -:,--,- . - - I i 4 .. --j-7 - ,- -74-- - ___ _�____ -- 4 - - . - 1. - - - - . .. - - - ... � - 7' - I- . Lr - ' - . - _ - 7 - I .- ----4- -7- __ - _ - _ -7-7 - - .- ...... �.��. __ .. _ .- ___ .- ______ "r - - - - -1. -1 - I - � k � � r . � - - �_ - ' ____ -_ ___ J__ - __ �_______ :: _ - __ - __ 4 - : - __ . � - , - - _-_-- _+: . :_ - __ _ ' I _'" " - - i t___ __ i ____ '_ ___ - ' . -1 t +� : ..' - � r --- 1. __ - , __ _ . --' " __ - __ .m� r . I - - :_ ' - - __ - � I- . - � . . _. . I I . r I r .. i . I . I I . I .. - r . - . .. - . . I L - - f- - - I- --- __ - - _ -1 _r - � .1 I- -1 - - � - - � . � .. I - - r � + - - : jr - . - r � _� - � - - - . . I . � -1 � --r. - . .1 . . L r- - _ - , , - , 'r �+ - * 7 _-. _7 - - - - - - - __7 =7--j�=_:'. ----.:: :7:- .:- �7 __ - ' � - ' - -t � � L � I L - . . . � . - - - : - - . - - - . - - � - r - - .. - - - - r - . _ _ _ �' _ � L ' - - - - - - - ' - - - . I - '�_� . - -1 . . - . - I - - - - - - - - ..I- ___ . J- - .. � I -' � L --- � .- .. . - . - L r- .. - - I - ' - - . - . _ - - : - L- __ - r - _'� - - � _ 7 - - _' - _ -_ - - - :4 - I _ _ - _'_ _ __ - ' _' - __ . - , . . _ .1 - I- . ... - __ __ + ___._ �__ i_ - _._�_ 1� _ __ - . _. i- _ L :' - _- __ I _: - - - - - , . __ : :' � - - . *_- __ 7 __r : . '__. __ , � - __� __r - _' '-r __'_ _ '- "'-' , _=� --------------- - "'_ - r. __ _' . .- + L _ :_ - , _' " , r "_ , I +_ - -.-- - - - - _ �___ ___ , - ___ - . .- I .- �� " ' L- � � . , . 7' =. 7 _� - ' _- ' .- L __ - "" _. L-r - __ - - - ____ . ___ - __ _ _ . - 'r - - , - - -, _' .. _4+ _ -1 . - � . . - . - - 7� I-- - I __- - - _____ - ____ ..- . . r . 4 __ - - r- t- t- - - - - i - -- - - I . - � - ..- __ .- � _7 , r. . r 7- ':___ '___7_-,: _-_.-._ .�_: - � 7_' -:-.:- - - - __ r -.7 .__ - . __ - .� .�__ ' , r - _7'� � L - - - - - , _�_� - :-_ - _ - - _- ____ -:--J.. _71 -. � __"': __ - � " '__ ".-- - _' "_� ___ - - �__ r _ __' _ _' _.... __ _� ___ _' ____ - - -- -- _' r --- -- -- � - - � --- -- -4 L � L L - . - - - __ - - � j __ - __ .� . _� _'_ . __ t-- -- - -_ L __ -' t__ _ - � __' �_ ___t� __ __ __ ' - - __t -_ __ r. . - , _' - " - _ - - - _ - __ . __ .. - _ ____ .. - - __ - _- : � _: '_" ".-: __ ._a __' __ - - -.- -..-. - -- ----- ------- ---- __-. - _.__�._T_.._= __ t - L ___ - � - � _. r -, - . ...... . _. _.. . r ' _: - - __ _. - .. - _ - __ . I_ - __ - - -_ - . - - .- - .. I _- - - - - - - - __ .- - .. � - .. - . .. - -". - L - - - .__ - - - __ - . - - - - __ . � _ ---7- ___ - - - i I ' t .-- - _____ - - - - __ - L- _ r _ t-r. _ - _ 7_1" 7_ '_7 :_17�:_-" � _ .. . . . - -,-= - _ - -I-------- ------ _ _ _. - __ = 77 -__--T77- - .- . . ,- -1 . . � � � - - .. - L - . -' - ' . L - '- ': ' * , � - '_ -� , -: - L ' , , '. _: - �: �_- 7-= ___ 7-- ----- - __ t: ... � . . . - �L L - --- . - - . � I . - - - I - _.- - ___ ___. .----- . ____ - _ _ _ � ' -: - .. _r __ , - _� 7 _. - �_r r __ __ _: -- ------ L - __' __ -: �-.: '-:= - 7 ' L - r - 1. . L L I - - - _ _ - -- L - � W - L " " ' L � r. . - - .. � L - - - - - ' - . I . _ _ _ _ _ .- . I �_ 'I , .- - r :_ - _� . __ __ - ---' ' " - - - [L - --- I Y-� I __ _�� L _- _' . ."L. 1. _ ' "--L' , _ .. . ..... . _ - .--- ___ - '__ �- '_ - I- L- i _:' __ __ __'_ ___ __ - �: : - L ' - � - L. _.. - . - - __ . _ - L- � - L . t - __ __ __ I—- - _ . � - . �. . - L , __ - - - _.. � - � . - � - .__ - L __ ' , - -'- -' ' L ' ::' ' - -- _' r ' _ ' "'-r -,- , r . - - � _" . r- -.-. r- __'. _. . I . - � 11 - . _. - v__ q__ - ____ : - _____� :__ , :__ - .__ - ,:I- - ,.,-. _.___ .- ___ �_ - - - _ - - - -- _'__ .- - _' " - - .. . _.___ __ __ __ _: � - -t-_ --- -- ' . 4 L : LL - " - - ..7 -.-- - ___ - : . - - - 'L ' L'- - LL , _+ - - - __ - - - , . - - - I - - _- L , __ _' - .- I - .- .. __ .- . - . _'_ _ -, - .. ; 4- -_-+_-_ ____:4 L - - - __ . - - __ . _' '_ - ' - � I = - - - - I . - - J__ - - � - .L - - - - - - �� �__ _ - � . " . - 1 . . "r.- . 'L :-" _: -' :-1 _-_ L - :--L ' ' - - - t � _ - ._ . - .- . . - � - - - "I r - - _- 'r I L � �_L , I _ 11 -7 ,.r 11 . I - - __ . - r .- - __ _. - - - - - I - - - , - , r " _ � - '_ I � , - L-_ t : '-_- _' . __r . � : - . - � � I I I- - - - - '-' L. � .- : _' '� " - L " . - - - � - � . - L - r- - - - - - ' w __. - _.- .. , __ � - - - - - 11 __ , � _ -L. __ __ t,-_ __ :_. _.- __ - - __ - . L - ' ' -'r-.' - _--_ -_--_ L-'. --_-_'-�-� '--_ �. -1 - - - - _ --t- --- -- ----- � - LL - . - I- - __ _ - '__ , - _ - � - _ _ _ - � . - - q ' I _ _ - __ _ _ _ _ _t . . _ _ _ _ - IC . T - - .- .:--- � . -L'---- '--_t"__ ----..- _ --�4 '--' -- I - _f - - _ . __ - � :' (]_ � __ L � _+_____7_' - 17 i . t , , - -7-.: t----f _ _ :-,. _+ - - ' ' .- :1-r 1--_'_ - LL" _1 - � - - .- - � j i - , �_ - .. - I - _ �L' , . � t .. � 1, , _ _ - L � L _L L , 7 r I L' _ t , - - L L . � I— - I - I ��r " - rr _' ,- 1 - - - . __ - . 4-L- T I - r 11 �' _r jr - - --I t' 7 -I ......... I= __ - =_ - -1 - -:I+ - -- - - - = - . . , - � _ � r :r - - : _: , -1 - _f t 'r, - - . � 'r 4 '.- __ . * - - - - __ __ - . - L +___ ' ' - - - - ' - - .. I =_ i __ ... . _. . r � r , . . -, _ - , + . - - , - .. , .. _ .. - - . - - - - - .- .- . --- -_ - .- .- _ - - __ I- _ _ __ __ .. - . e . . � .- � . . - � - .. . ___ � _ . - �.j � - _- -_ .-. _- -. : �- � . J, - ,- - _ ,.- � - - v__ _ __ .. - .- - � -. :-- - --. � _- - �: --,,J---- _-_ , .: ------ __.. --'L-- �_' _L- �r - _' _. � � - t : - ___ . _. :p ___ _� � : _: ___ _ j_____ :_ _-_:-_ q -,-':- '-'- :-_ _ ":-_ :: L_ _- __' -_" - _t'r "-'-,.. _ __ " " " - __ -_ - - - .- _ - - . I . . . .. I r - - 4 - : _ . -, - 't - . : - _:- __ t' r I L . - __ i _ _+ .- ... _. __ . - � - - - . .. - .. . . - � . - I � L _ �� � - - I .. - I - .- � __ - I- � - - . ' ' - - - 4 I . .- - 'r. - - . . + . _ _ �'� '_ _ _ __ - _ - . - - - - - _ - - - I f t - _ _ 4 : � _7 - .- .- r I _ _j _-' L* .. .. - __ � �r .:, , _ __ _ - , 'r , " , - - � - r .. __ r- I I - - _ - - - �_ - � - - I - . r --- _ : L � +__ - 4 - - - . - . - . I - - - . - - :-] �+ , L - . - ' -._ -: :� '__ _'_ L . - .- - - . - - - . . . ___ � , - , t-- - --- .. - . - : . __ ___ 7 I - . I . - - - I - . - - : � ': ' - - --- _ : L 11 - --- - : - - - -1--L - --' � - _ - r " �_ , j I - - ' - - - . _ � : ] �+__ : ' _ : ' :� � . :' __ .. 1. - --- : : t..' --. � .. - .. .- - 4. - _. I -_ - - - .. - . . __ _+ . - -1 __ - __rr _' . .- .- ... _* __ __ __ . , _ .--", . _.. _ . I . - _. .- ... - -_-_ � ' �__- _4L -L _J�__ -, � I - . L - - [ - '� � L . - . . � : . - __ I . � - i L . � � - � - _. L - � _L I � - _' - ' � . - - 1 - - . . - r- . - r . � - - � r __ . .__ __ I __ -1 __ - - - - - - - - 11 __ I - - . , f - � - - - __ 1. - � _j .- __� � - _. - __ - .. - . r -- -t __ - . - . I ... ... I— . -_ - - r -, - " _.' __ 7 - ... __ - - .__ - --- - , � - .- 1:_ - - - - . -, - - - I - � - _ _ 4 . - I - * " - - - ' ' '_ " - ' ,- - L _� , - - - - - - - - - . L_ - _ , r, � , - - + ' - - - - - - - - - - ,- �_ ___ ___ f. _ ___ ... - . - - - - - _'_' - _.. _. � _ 7. . 4 - - _ . . . .. . - L_ � - ' - . - I - - IL - i __ - ' - --- r - - . . . L L :7 - 7 ". . - . _. � . 1. . � � I . I � -' � - L - __ � . . . - _ . - - ' - - L I __' � - r � �'L I . - � I _ - _. � _ - - . :.'� . .' . - . - 11 . . __ , . - . _ , __ =7_ '-'- --7-. 17, _- - - - - ' - ' - - - t- ... __ 7 - �_ 7-7 - 7--t- - . . . 1: , fr - - � - � . - � + � - - r- I - - - . . - 1. - - - r . . . I . + - -- -I- - - r . __ r - - - : - � . .- - . . - - - - - - - - - -- :7 - I - - . - __ ... - _. - . - - - - - .- ..' - - ' - . . . . . r . - - � - - - - _4 ___ �' ,-_ , : .' --_rL: . ,- ": _ . LL � . _ : -___ . L -_ L -_ _' . . _. : I � - ,- - .. . .- . I L . - i ' ' � _ _ � _ L -.- - - � , --- .- . . . I . - .. . L� " 'L ' L L � - - . .1. I . . - � - I - + - L" � - _ ..- - - . - - � L. - - . " - 'L. 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" ' - ' r .- - _ _ t - - ---I- - - _ _ _ I _ - � . - __ _. " __ - ' -, : - ':� 7 - - __:!_� .:-:-L: �:- -, �' : _ I ___ .. .:. _ L __ ..- - �_ '__ - - - - . -.1 :._ - - . - __ - ___' __ - :_ .L - __ - -__-_-_ _: - - IL T_-__ � __ .- - - - __ - - - __ _. ____ - - ---. . ____ _. _ - . ----: --- - -_+ -* - - - -, : - ____ .: ___ . - . r, . � . "r, , - . . _: : . - - . - - ."- ' � : - - - - - ___ .- ___ . ______ - :: __ - ::I - - - _: - - - - _:_ - - _�7L =-_-_ ------- _____ rl___ ..--. _. 1 ---- - - --- - ------ --- _1 _ , - .. , - . - - � . - . I __ - r - . - - k' - - f - - _ - - , � . - : '� - . r - - - - - . --- _' . '---LLL - __ : � . . . . .. __ -_ ' _�_ _ - - . _' - " - ' __: - - - V_ ' -.I-- - __ - _: _�- :,L-_-.-1 _-__-_ - :� . _ .-: . � -, - _ _ - . - - � . - . - - .. - - - � - -__ � - L f _ L L ' . - - .- � -1. _ __ -'r- " .- __.. .- - . I. � 1. .- . L - � � .- . 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C-9m CL i.x,q " Service Alert 1 1-1500 M WOMM DAYS IEFOK YOU MG .0 1 L_%.7'V _ 010-11, Iko " il" 5 \ STA. 9+87.27 � STA. 21+20.40 1-8- FLG'D TEE 2-8- FxH B.F.V. (W,S 1-80 FXH ADAPTOR ( RESTRAINED JOINTS COBA T 2 1 FAI No 47 ELI] 49 \\\ CIRC i WT. STA. 10+00.00 . = STA. 21+32.W DES WATER / SEWER APPRMD BY: COUNTY OF RIVERSIDE, CALIFORNIA R MUN�CIPA %TER DISTRICT . A v - - __,.L W1 (a A-Adh& DEPARTMENT OF HEALTH CML ENG04EER OF SL*DMSI1ONS p - APPRM BY-. MTAL DAn � � MIERS, WYMED, M A rAl Q NOW EW am" FOR HEALTH DOWMENT, RMTM COLPM CA. T AVEWJE SUITE 205 PPROV %&..# NMI K�&M di 91 748 w"t - , IA2123 ' * FAX: (626) 912-7045 SM opowwo i I DATE � ___ WOW CONTM" WITM THESE PLANS COMMENCE UNTI PERMIT ANO�OARN A .. 0�m HAS BEEN MiSUM. X 111M �11! � INEW KM IS M300EW FOR , 111111111111111111� XANIIINC M MMAIMN OF X OM N HUM . . 0 X M1IT OF 03MMM AMN WO C11117Y N"INAL Ot � CONSINUCWK 1HE PINVATE DIGINEER SHALL BE I - MWOM FMt MMM" AN ACCEpTAILE SUTM AM MARK BY I DATE - I W� X RM IN AIMW BY X CM110Y I ENGINEER I I SEAL -COUNTY I s 'elzi A. Lo r - � 1 33950 V * Exp. 6/30/02 * , � I 11 APPR .1 I 'A REVISIONS COUNTY OF, � COLOM OF MUM TRANSPORTATION DEPARTMENT - APPloom BY: �� 1 I - �� 1� ��� 9 I I 0 �� ,:" - 0 L 11 0 k 1M.H. NO. 10 N 6' E&LY OF ;_ 36 �TA_ ft!t.49 AT 45" FLG"D ELL F X H ADAPTER 35 STA. 5+46.49 AT t / 1- AX & A.R. PER B-596 (TYPE 8) 6" B.O. PER B-357 SEAL -ENGINEER _____________z__1 �,100 � � �'� �� 140. 2501 7 2ft * Emp. 12/31/01 * 0. IN ,It IVI%. OF - - # -4 __� r_ 37 vol 34 38 39 05 p 0 ' -, 4.1� N8742'5'rE %,L, 00' L-17. '� 33 r P.V.c C-9w CL 150 s I WATERLINE 13 S'LY OF C I T-37:FV �_' RN I------ '6; �.Z' 32 ' '* � " � i 9 : ! 1 I STA. 30+06.85 - STA. 9+87.00 1-8' HUB x S' FLG'D TEE 1-8- FXH B.F.V. (W) RESTRAINED JOINTS GRA , IT - i 'I � I :1 1:'5 28 I : I � � 29, � :2 I I I i I - 0 I I : 1 i : . - 8 i i :9 30 1 : I ; ! I � I ; 31 1� 1 i i _r F_'? -,I-\ 'c_ _r 2 -\'::) 2 i @ - 7 - 3 ft = STA. 30+25.85 CL M.H. NO. 1 6' E'LY OF C i INT. STA. 1 0+O0.O'O - STA. 30+19.85 PAP 11_'d&j �' I 0 =I SCALE: 1"= 40' N%m b v io. io, wo 0 T 120' iiim_� 160, CURME . DATA 0 DELTA 1 RADIUS LENGTH TANGENT' - /A\ \Li, 23-57 9 41 0 300.00' 125.46' 63.66' B 29*08'06" 287.00' 145.94' 1 74.58' C 20*05'1 2" 500.00' 175.29' 1 W.55' __ - CSL ENGINEERING. INC. BENCHMARK: MY. CO. B.M. M-14-53 IN THE TEE INTERKCTION OF NEVORT RD. & LNXNBDW W. AT 1 5 M PK & T9 Man CWITY Wwym N CAP Yin MOO. ELM= 1425.152 . 0 TRACT 215287-4 I.D. 13 & U-1 S.A. 3-3/41 , UE SUITE E RIVERSIDE, CALIFORNIA 0503 (909) 785-5122 * FAX (909) 785-5180 W.O. "-327 COUNTY OF *-COBALT CIRC11 I I -AIP-A 0 RIVERSIDE N AND PROFILE T 1LOS GRANITE CIRCAACA C.O. 1 - 2m. - -_ 9 - I'd. ow 5 � PREPAM BY: R.C.E. NIX 2AQ1 Z � (EMP. 12/31 /01) -L _5�7��, 00 _."OA4�. DA7E- ii-1-7-911 CIANNI - . 0 - z0ow SCALE: . H: 1*-40' V: 10 -4' ___ - FC& W.O. I FU lip mommumomm . " . . _____ - - - "' 'L ��_ . �. __ _." I _ - I ____ _ I L __ 1- ' - � k I k tl1111M 1. ALL G 409C SHALL CONFORM TO THE UNIFORM BUILDING, CHAPTER 70, AS AMENDED BY AIDMIANICE 457. 2. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO P n H rms W rmv P A n I KI rm, P I KI TIE allff MCEkOff OF ANY CONSTRUCTION/GRADING. i'INAIE NDlICE TT) CONTRACTRM 3. WINIIII ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS AND TO THE BEST OF DIiMIM6E STRUCTURES, TEMPORARY DRAINAGE CONTROL SHALL BE PROVIDED TO PREVENT OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. PpNDIIC WATER AND DAMAGE TO ADJACENT PROPERTIES.FOR THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT SPACING OF ROWS OF SANDBAGS: THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE 4. OUST SHALL CONTROLLED BY WATERING OR OTHER APPROVED METHODS. SLOPE OF STREET PAVED STREET UNPAVED STREET PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES 5. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN OR STRUCTURES. CLEMED OF WEED, DEBRIS, TOPSOIL AND OTHER DELETERIOUS MATERIAL. 8X TO 10X 50' 35' - 3 COURSES 18" HIGH 6% TO 8% 75 50' CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED AI 6. MMMNI CUT AND FILL SLOPES SHALL BE 2: 1. 4% TO 6% 100' 1 HIGH 75' 1" HIGH CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WiLL BE REQUIRED TO ASSUME TRACT 2528/ LESS THAN 4% 100' 100' SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF 7. SVMM CALCULATIONS WITH A FACTOR OF SAFETY OF AT LEAST ONE AND FIVE CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; TENTH (1.5) SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE BUILDING AND SAFETY 50' INTERVALS 1/2 THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE UMITED TO NORMAL DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. (PHASES 1 THROUGH 5 AND INTERVALS - R W WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURiHER AGREES T0, DEFEND, INDEMNIFY, E PiDVDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL - - - - - - - - - - - - AND HOLD DESIGN PROFESSIONAL AND OWNER HARMLESS FROM ANY AND ALL UABIUTY, SLOPES OVER 5' HIGH C.B. C.B. REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. CURB FACE-". P 9. ALONG A BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOW, INTERIM SOUTH FINGER CHANNEL)THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES IN PLANS AND/OR ALONG THE TOP OF CUT SLOPES. DIRECTION • FIELD CONDITIONS IMMEDIATELY TO THE DESIGN ENGINEER FOR RESOLUTION PRIOR TO 10. i�IilN1 BUILDNdG PAD AND DRAINAGE SHALE SLOPE SHALL BE 1 X IF CUT OR N74 09'2,V W 55.00' d' ?r, _ _ _ _ . �. _ _ OF FLOW_ _ •0 _STREET E CONSTRUCTION, AND SHALL BE RESPONSIBLE FOR DISCREPANCIES NOT SO REPORTED AND i +,r TYPICAL SANDBAGGING AROUND SUMP FAIL iS LESS THAN 10', 2% IF CUT OR FILL IS GREATER THAN 10'. DRAINAGE ; \` I � CATCH BASIN PER DETAIL BELOW 45. RESOLVED. SIMILES SHALL BE A MINI" OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' � FlbiM THE TOP OF CUT OR FILL SLOPES. /��� ��c!? CURB FACE CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR I1_ 'IO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SWILL BE Z y 4 l�� �C.B. _ _ _ _ _ _ _ •0 _ _ _ LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE PEIW 11 .0 3 N ��� �� ° / R/W PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE 4 12. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO z , , b� INTERVALS PER PLANS . RKTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES AND 2 87 41Z cQ'� SANDBAG SPACING TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES - 3 OURM6 GRADING OPERATIONS. ' ` b �TABLE ABOVE 4 3 46 TYPICAL CH BASIN PERDETAIL BENG N OW MP TEMPORARY EROSION CONTROL NOTES 3 14 FF ROAD r 13. FINSH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS 1 /2" di : q / 7 0 PER FOOT FOR A MINIMUIM OF 3 FEET. ; Z 3 °4c ��F�� j 1. TEMPORARY EROSION CONTROL MEASURES ARE REQUIRED FOR GRADING OPERATIONS 14. CUT NO FILL SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL ; 3 J A !' -i�-DLi GRAVEL BAGS 3 CLEAR TOP BAGS ONLY SCHEDULED FROM OCTOBER 15 TO APRIL 15. APPROVED TEMPORARY EROSION CONTROL 45 IE FLIRTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM EROSION AND ' \ 1 �� �a +s• 57' ¢ ��~ 2' HIGH WHEN DEEMED NECESSARY BUILDING OFFICIAL. PLANS ME REQUIIRED FOR GRADING PROJECTS NVOILY& MORE THAN 4 STRU1CTtRES, OR z ) S3 �� R=1 Z-1120 / 3 I D SECTION 'A -As SECTION 'B-B' NSTANJTY IN ACCORDANCE WiTH ORDINANCE NO. 457 PRIOR TO FINAL GRADING cP 6 / u �' L=1802.84 2 2, IN CASE OF EMERGENCY CALL RROBERT STEIWIRT OF 7 DMMMONIO BROTHERS AT 818 - N.T.S. N.T.S. ( ) NISPECtI(1I�1. ' iq 3 ' ' ( I I 912-0123, OR (909) 796-1891 -- 24 HR. PHONE NJMBER. 15. ENOWN CONTROL: ALL SLOPES REQUIRED TO BE RANTED SHALL BE PROVIDED WiTH _ Z r J �s 12 � . C 1 4 9 to 3 1 \ � 5 F� S TFE ET Q9AVELBAG PL-A DETAIL 3. THE TEMPORARY EROSION CONTROL PLAN IS TO BE PREPARED WET SK;NEDi' AND IRI6fA ICE PLiIA (OR EQUAL) (ROUND COVER AT 12" ON CENTER. SLOPES EXCEEDING 1; - C t 9 v 48 , ° fSFgT `' ? r, k , ' g i 9 2 0 1 2 > , ` 449 48 47 o� 13 ► DATED BY A REGISTERED CIVIL ENGINEER. ' 15 M VERTICAL HEl(�HiT SWILL BE PLANTED WITH APPROVED TREES SPACED NOT TO � 4 4, 5 ,� ��� I q N.T.S. 9 z 0 5 f DKE>`D 20' ON CENTER OR SITYRUBS NOT TO EXCEED 10' ON CENTER OR A COMBINATION '- 31 46 R i 4 2 ► 45 OF AND TREES NOT TO EXCEED 15' ON CENTER IN ADORTION'TO A GRASS MIX OR 1p 45 44 28 DESERT TERRACE DR. 35 36 44 c� k 5 `� j 4. THE PROJECT SHALL SUPERiASE THE EROSION CONTROL wt>RI( AND z 43 - . _ _ 22 D VERIFY TO THE DEPARTMENT OR KUMG AID SAFETY THAT THE WORK WAS COMPLETED IN _ pgtll0 COVER. SLOPES EXCEEDING 4' IN VERTICAL HEIGHT SHALL BE PROVIDED WITH � � � � , _- LEGEND AIN N-GROUND IRRIGATION SYSTEM. SLOPES EQUAL TO OR LESS THAN 4% MAY BE ' 6 6 ; 3 5 ? 5 3 G 4 ` 4 L 23 19 3 4 37 2 �7 C G ACCORDANCE WITH THE APPROVED TEMPORARY EROSION CONTROL PLAN. MM 7ED BY HOSE BIB LOCATED AT THE TOP OR TOE OF THE SLOPE, SPACED TO WAKE ,6 = 4 35 3 34 z 8 ci F.G.--------FINISH GRADE ELEVATION USE OF A HOSE NO LONGER THAN 50' IN LENGTH. THE IRRIGATION SYSTEM SHALL BE C, 5 3 4 5 5 5 5 0 4 3 7 3 3 31 3 0' = 3 3 ; g 42 1- g 1 5. EQUPMENT AND WORKERS FOR EMERGENCY WORK SWILL BE MADE AVAILABLE DURING PROVIDED WITH AN APPROPRIATE BA�CKFLOW DEVICE PER U.P.C., CHAPTER 10. s t A l8 A a THE RAINY SEASON. NECESSARY MATERIALS SWILL BE AVAIABLE ON SiTE AND SHALL BE 24 �^ Z 2 0 � 8 2 4 z S E,pio_ f 5 i 3.� 26 0 32 m 39 41 g w F.L.--------FLOW LINE ELEVATION STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF 16. ALL GRADING SWILL BE DONE IN CONFORMANCE WiTH RECOMMENDATIONS OF THE �'_ 4 ' 3 ✓ J 4' CIiR 34- T C 32 5 8 - 3 2 g 2 7 25 0 17 ,c • ` y�. 3 o _ 5g 38 33 gA ' y 30 2� ,o _-- ` F` 2 i �,�ti� F.S.--------FINISH SURFACE ELEVATION TEMPORARY DEVICES WHEN RAIN IS MIMMIENT. PRELNMMARY SONS INVESTIGATION BY GEOSOILS, INC., W.O. 1195-C-VN, DATED JULY -� _ 4. ' ^ _ ! i 3 k G� 6. DEVICES SWILL NOT BE MOVED OR MODIFIED WITHOUT THE APPRONAI_ OF THE DESIGN 15, 11M. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE i a 4 � 4 6 V 2� ` i Z 3 , 1 b �i PAINTED DESERT �R `2 k� ! H.P.--------H IGH POINT ELEVATION ENGINEER AND THE BUN.DIrG OFFICIAL. N LDIING MD SAFELY DEPARTMENT WHICH SHALL INCLUDE FOI)NOATiON DESIGN J , - 4 ` 62 ►6 3 i 30 29 28 7 26 25 24 23 `V 30' EDiSON! NEEaOM ENDATIONS AND CERTFICATION THAT GRADING WAS BEEN DONE IN CONFORMANCE EASEMENT i ^ 1 3 z z T 5 8 43 44 bU 2 b Co I 1 12 13 i4 15 •31� ��� T.C.--------TOP OF CURB ELEVATION WIiN 11E RECOMMENDATIONS OF THE SITE INVESTIGATION REPORT. , _ q _ 4 , 41 42 1 DR • 3 �? 9 I b 3� '� 7. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF ' 'p- RT V4 =� 7 8 No21T03'w 490.ar 'ts EACH WORKING DAY WHEN RAIN IS PREDICTED. 17. F S1IEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, iT MUST9 oESE ,5w596.T.F.--------TOP OF FOOTING ELEVATION K CLEA ED, KEYED, AIND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. , Z�" �E-E T- - cj z N0542 1 t; 8. AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMMS,PHiEPMT10N SHALL BE APPROVED BY A SUITABLY QUALIFIED MID REGISTERED ? } 8 h 5 1 4 v _J T.G.--------TOP OF GRATE ELEVATION SILT FENCES, AND DESILTIIG BASINS, ETC. PROFESSIONAL PRIOR TO PLACEMENT OF FiLL MATERIAL. i j - t 4 i U i u kA I _ ti ALL t1iADMG SHILL BE DONE UNDER THE SUPERVISION of A COMPETENT SOILS , ? I 1 ? I NOg w 779.85 Q ��� �i1b� j SEE SHEET T.W.--------TOP OF WALL ELEVATION 9. AT THE CONCLUSION OF EACH WORKING DAY, GRADED AREAS AROUND THE PROJECT c 4, C.B. CATCH BASIN PERIMETER SWILL DRAIN AWAY FROM THE FACE OF SLOPES. QIOIEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND INHIO�• E AND S 642.aT NDO'41'39'E 40.Q� I - ; ; `' R/W-------- RIGHT-OF-WAY 10. THE CONTRACTOR SHNALL BE RN£SPONSIBLE SHALL TAKE NECESSARY PREC�AUTIOiiS SNIILL MIMIT A FINAL. COMPACTION REPORT FOR ALL FILL OVER 1' DEEP. :I 00' 1 ) TO PREVENT PUBLIC TRESPASS ONTO AREAS WiHERE WOUNDED WATER CWAM A HAiAND- 19. FINAL COIIPAC;TION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN 1'. �'� -----DIRECTION OF FL OUS SITUATION. 30. A SU&Y QUALM MD REGISTERED PROFESSIONAL SHILL SUBMIT TO THE 11. DESILTING BASINS ARE TO BE CONSTRUCTED AS THE W"IG OF INDiVOLIAL GRADED SLUM AND SAFETY DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH AREAS ARE COMPLETED PER THE ROM GRADING PLANS. M ACCORDANCE WITH THE APPROVED (GRADING PLAN PRIOR TO REQUESTING 900TiON AND ISSUANCE OF THE BLOW PERMIT. CERTIICATiON SHALL INCLUDE -�-� `-� 1, SOUTH SIDE NEW ARRowUEAD DRIVE (BOTH SIDES) 12. THE DAM OFFICIAL RESERVES THE RIGHT TO MAKE CHANGES OR MODIFICATIONS LIE, GRADE, Df1AAT10N, AND LOCATION OF CUT/FILL SLOPES. - CAIIINO CRUSTAL NORTH SIDE CITRIC CRUSTAL TO THE TEMPORARY EROSION CONTROL PLAN AS DEEMED NECESSARY. 21. A SUiMABLY QIMLJFED AND REGISTERED PRROFESSIONAL SHILL SUBMIT CERTIFICATION INDEX MAP W MAM PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE C SEE CTLON C-C ON SHEET 2 SCALE: 1' =200' REmil EA THE ELEOT10N (WITH RESPECT M MEAN SEA LEVEL) SHALL BE GIVEN. IF Ail 020MM WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE ACTU L OISTAMCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. L 35' 35' Q• P W NORM AID CIUANTTfY W it M►� 22. A SU NLY QUALM AERED D REGISTSHILL SUBMIT TO THE N rQ �� N 5' W 30r 30r y� 1 F 1 W ! i 1 CONST. 10' WIDE DITCH PER DETAIL ON SHEET 5 45 LF _ G 0 A APPROVED IDW NO SAFETY DEPARTMENT WIRITTEN � FOR ATON ril G DECOMPLETION A D As , sU�oEYYARos AD,►ACENr To sr1REErs RoucH cRAnE /• 1 11' S ' 9� 2 CONST. 6 WIDE DITCH PER DETAIL ON SHEET 5 114 LF. .i'D . I PAD LIVE 10 25 25' 10' I � PIIOPERTY LINE TOP (WHERE DIFFEfE,KT1Al ��CURB IS LESS THAN 5'AD AND 3 CONST. COINC. CLiT-OFF MILL PEA DETAN. ON SHEET 5 94 LF. 10' 20' 20' 10, PADP D � VARIES 1 3� 13' 1 5' 4 INSTALL RRP-RAP (I;' DIA. MIN., DEPTH = 11�') 13 C.Y. 1 1�1 1>< irl. 23. T1E � SHALL NOTIFY THE DISAMCT BULDING A1D SAFETY DEPARTMMENT AT I ) v 1 13' 13' 8' 3' FRONTYARD PAD ELEV. CURB 3' 22' 22' 3' PAD ELEV. LET 24 HOURS iN ACNMNCL REQUESTIC FNSH LOT -GRADE AND DRANIAGE INSPECTION. •� K 1. SMILES TO BE CUT UPON PAD �r �T PAD :GUTTER ~ TW ICI MUST K NPPROAiED PRIOR TO BUILDING PERMIT RIVAL NSPECTION IRRR EApN LOT. � _ OF ROIK.iI GRADMG ONLY � � 1 -- i GRAM PLAN IS NOT APPROVED. VERTICAL CUT �\� � 3 3 GIITTER� 5:1 SLOPE __ T.C. LEVEL LINE _ --- 1 VEKfIGL CUT py 'OU11R j , r2t. OON'RIIICTOR SHILL NOTIFY UNDERGROIND SER1A(E ALERT, Two DAYS BEFORE olcawG, � \\ 12T.c. LEVEL LINE __ __sLOPE vARUEs AT 1-NWIi-422-4133. R/w SEE SA IDBAG DETANS AT RIGHT 2:1 SLOPE 3. 25. CWIAC110M: ALL FILL SHALL BE COMPACTED TO A DENSITY OF NOT LESS THAN 90% lll OF THE MIAiIN UMI AS DETERMNNIED BY A.S.T.M. STANDARD NO. D-1556-58T. it NOTE: FOR CLARIFICATION PURPOSES CURB It GUTTER NOTE: WHERE OFTERENUft BEiWEEN PAD r!t T.C. TYPAL FK)" CMDE WICTM SAL_ 1110" GRADE SECTM MEDIAN CURBS HAVE NOT BEEN O N. EIEVMTTONS BETW :DN SIDE YARDS SHRILL BE A MNNMkNIM OF 0.3' HIGHER THAN YARD ELEVATIONS EXCEED 2.5', SIDEYARD SLOPES HTEF" 81 FM 18 EI(M STFE ETB SHOWN ON THIS DETAIL. SWNLE ELJE11M110NS. TYPICAL LOT GPJUDM SWILL BE CONSTRUCTED AS SUCH. (EXCLUDING ENTRYS) N.T.S. y� N.T.S. 27. X TOP'ONGNMPNNY SNIOWN ON THESE PLATS WAS PROVIDED BY WNLIAMSONN & SCHMMD. *DENOiEES FG - PAD GRADE CSL 009IIIIIIEDIG, K. ACCEPTS NO UABLITY OR RES 06BLITY FOR ITS ACCURACY. (UNLESS SHOWN OTHEIIWISE) EXTEND SANDBAGS EITHER BACK OR SIDEWAYS 1 BAG HIGH SIMD9AG GROIN ALONG PERIMETER 2L A P OE MiFETW SHALL OCCUR PRIOR TO THE MOVEMENT OF DW IN THE FIELD. SS-D NOTE: IN RARE OCCASIONS WHERE TO THE LOCATION WHERE EXISTING GRADE IS OF LOCAL DEPRESSION AND ON TOP OF CURB . TNOW NMIED TO THE PREGRADE MEETING SHALL INCLUDE BUT NOT BE UNITED EARTHWORK QUANTITIES GUTTER SIDEWALK IS INSTALLED, GROIN OVERFLOW !;' ABOVE SMILE GRADE, THEREBY PROVIDING TO TIE COUINTY OF RIVERSIDE RUM AND SAFETY DEPARTMENTS REPRESENTATIVE, THE SONS DOM. THE CIVIL ENGINEER, AND THE GRADING CONTRACTOR. 29. UPON COMPLETION OF GRADING WORK, AN AS -BOLT PLAN SHALL BE PREPARED BY THE CANE ENG W IN ACCORDANCE WiTH THE REQUIREMENTS OF URC SECTION 3318. AS -CONSTRUCTED LOCATIONS, ELEVATION AND DETAILS OF SUBSURFACE DRAINS SHALL BE SNOINIIN AS REPORTED BY THE SONS DOWER. I I 1 livi 1' II�4�y�T:��)♦ ..,1 �� 1 ��/:1117i: ri:, 1'1'1 1 1'� 1 1 �7! wwfi" m MEMO# B, M 1welciil PI'1 /' .�L.=11IIIIIIIII 1 1 Tj BIN IBM 1 1 11jjff, ' 1 IIfflI TO BE INSTALLED Al BACK OF WALK CHANNELING TO SAND BAG GROIN O M ROAD CURB FACE �SMMiLE DIRECTION Li£H�FE f _ J� GRADE [ I OF DIRECTION OF FLOW z o W URB OR B�Am OF cs K (TO BE USED AFTER CURB &GUTTER IS IN, SWAL.ES CURB FACE PROJECT U3 > SANDBAG 1 GSSWALE ARE CUT, AND DURING HOME CONSTRUCTION) SITE LINDENBERG R RD. Q ION - SECTSS-D EDGE OF L )CAL_--.,"` OF LOCAL p Z ` N.T.S. DEPRESSION DEPRESSION cn THE QUANTITIES SHOWN ARE FOR PERMIT AND OR BONDING PURPOSES ONLY, AND ARE NOT TO BE USED FOR PAY PURPOSES. CONTRACTOR IS TO DETERMINE 3' 3' SWALE 1 BAG HIGH SANDBAG GROIN IN cn HIS OWN QUANTITIES AND BID A COMPLETE JOB.-D GRAVEL BAGS 3' CLEAR TOP BAGS ONLY FRONT OF CATCH BASIN OPENING , THE QUANTITIES ABOVE DO NOT REFLECT SUBSIDENCE, SHRMHUIGE, OVER EXCAVATION / REMOVALS OR LOSSES, OR ANY SPECIAL CONDITIONS CALLED FOR BY THE PRO MMNARY (TO BE USED AFTER CURB & GUTTER IS IN, SWALES 2' HIGH Y i C I N I T Y M A P SOILS REPORT. PRIOR TO GRADING, CONTRACTOR IS TO REVIEW THE REPORT REFERRED ARE CUT, AND DURING HOME CONSTRUCTION) CATCH BAM SAID BAG PLACEMENT DETAL TO IN GENERAL NOTE 16. SAND BACK DEfAI SAPID BAG SHALE DETAL SlJI1rP CATCH BAM NOT TO SCALE SEE ALSO GENERAL NOTE NO. 27 N.T.S. N.T.S. N.T.S. OwMER DEVELOPER SOILS ENGINEER: SEAL PREPARED UNDER THE SUPERVISION OF: COUNTY OF RIVERSIDE SHEET No. SEVEN BROTHERS, DIVERSIFIED, INC. QaOFESS/pCSL 18645 EAST GALE AVENUE SUITE 205 I I s Inc. �� A S�q� ENGINEERING, INC. R CfTY (?F WOUSTRY, CA 91748 - - T v/sL� 7 E F 25 2 - GeoSo , ���,�� %=F` 11651 STERLING AVENUE SUITE E O�G GRADING PLAN 1 5751 PALMER WAY, SUITED 0 y a1N3) 912-0123 s FAX: (818) 912-7045 Q-2D-q J L /5E0 rti9,e OfGOls 3a � 39 CARLSBAD, CA 92008 c, - RIVERSIDE, CALIFORNIA 92503 F'Qj� 1NE ! ►lE EIIGNEER SiGNIIG THESE PLANS IS RESPONSIBLE FOR-/9-179 JJL 06 /SE G,QoSs-yEGr/D E�/�o ��sMT (619) 438-3155 No. 25917 (909) 785-5122 * FAX (909) 785-5180 7 • AS'3IIMM6 THE A00111 Y AND ACCEPTABILITY OF THE DESIGN IN HEIREON. /-3o-aB RA S REV/S'ED 36 STORM DRr4/At a oUTL ET, sH_ T 5 FAX: 619) 931-0915 ,t Exp. 12/31 /97 TRACTS 252879 2 5 2 8 7 -1, N THE EMETIT OF DESI�iEPMM ARISING AFTER COUNTY APPROVAL ( * DATE:FILE NO. DATE BY MARK APP'vD DATE J'J• RICHARD A. IANNI _ OR DUNUNG CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE EN I V EER SION COUNTY 9�' pF OW, SCALE: R.C.E. N0. 25917, EXP. DATE: 12/31 /97 SCALE: AS SHOWN BENCHMARK:NRNo CO. RD. B.M. AM1' 114- 3R'IN THE PE A TAG E INTERSECTIONET2 5 2 8 7 - 2 , 2 5 2 8 7 - z3 , & 2 5 2 8 7 - 4, IAE.�POMisIeLF FOR DER�IMNNG AN ACCEPTABLE soLVRON AND K% MG 1NE PAWS FOR APPROVAL BY THE COUNTY. DESIGNE BY: JJL DRAWN BY: CHECKED BY: RAS DATE: JUKE, 1995 SURVEYOR IN CAP WELL MON. 1425.152 AND INTERIM SOUTH FINGER CHANNEL �/� •- JN400/RGSHT.DWG/3-12-9-7 • 0= 27GIg43 " /8" 1//�i I/�R/E5 Z' /O P,eDPE2T>' L / , "� '1 ¢' !v' 43'�0 /2 ' PGIiN % /2 Goy✓ T �c%y —_ ,�' /��� , ' s--LoTS7 L.�Lolo .t/oP'l23 "K/ ' \ _i3 ' /t/Dr� �,e�/Ff�r �O L�✓ V S �, .y o `�.,�titi �t� ' 2g�9, . r�E�,v i,� /s o� �vEC�✓ st � ��,e,��,v> o Q / �, I/ F� '� '� �. p• �• Mti - G6�f il/D Ufa /S O I �y i v v vA fG' Loy? 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SKEET W. 1 S EAST AVENUE SUITE 205 GeoSO1ls, ��' � ROUGH GRADING PLAN, 2 OF *gum, CA 91748 Inc.' 4�II 818 912-0123 * FAX: (818) 912-7045 5�5�I�,PALMER W92,�SUiTE D � � � � f�NERSIDE, CAUFORNIAU92503 E FOR i 1FE PId1N111: EIIQIf�t 9lq�iC 1 PIAMS LS FOR -9 ✓G ,eMle Of GOTii �6 AS9 W AE ACDI KY AM ACOTAII M OF X OM NO M. -/ JJ /5�EI7 C' - EO/5o 5M� (619) 438-311 * Exo"12/33t/97 m (909) 785-51 �2 * FAX �'909) 785-5180 -' z � FAX: (619) 931-0915 * �,�: TRACTS 252'87, 25287--19 FILE rvo. N nf E%W OF MSW MC�B AM= An D 0017Y APPIIWAL DATE ffy tic �'w DATE %P � A. CIVIL SCALE: AS SHOWN BENCHMARK MV. CO. B.M. M-14-63 IN THE TEE MIlERSEum 25287 — 2, , , OR OlJlIN16 (: Tir<11Ci1�1, 1!E PfMYATI` EIK�IEIER SiiALL BE �t� R.C.E. NO. 25917, EXP. DATE: 12 31 97 SCIANNI 2�287-3 & 25287-4 IE9P01191�i FptM16 AM AOCiPTA 9tIrdUT1EM1 AI�O NEER REVISIONS CO o,� CALF MEwPaRT Izo. L10IDDI E M Ro. A J• IRON PIPE k TAG w WED .c IXTY AND INTERIM SOUTH FINGER CHANNEL Kim IK KANS F01t APPItOVAI BY 111E COUNTY. ESiGNED BY: JJL DRAWN BY: DEC CHECKED BY: RAS DATE: JUNE, 4995 SURVEI'rJR-IN CAP Mi 110N. ELEV.= 1425.152 9 1,4-7 N400/DEC/400RG.DWG -„# CONSTRUCT/On! NOTES �qR/Es VAR/ES VA9/E5 a3 -- CD/15T. MAIC. CUTOFF WALL OEIZ PETAL PAO Pf}D ?/ 6� /C oN SHE'E T S Z' SECT/ON 2-G //`N \ Z-e SCALE: 1 = 40' N..Ts. � m° � %�� � ��3-,___ np�� ) <�5�8 0 20' 40' 80' 120' 160' ��__- U,1- _ / - `' 3o T GiWeer Z Cl I� 8 _ Z \ -- CD If �O\�/0) �1 1 L6.10 ------ a�- 50.231 r b �`=50.04' - _ L=45 , o oio _pQ / 4g, \i V L=50.1T L=50.-L=48.82'�. L=44.77' L=44.34 �•� `� Z �, oler f N o / . � �o' �1- J 15 w 16 U 17 A ' 26 - Ate,, �vs �� �wv- �3 / Gov= �3 " /18 N 25 /,00-� ,�'� �� ram. ORS 14 r 19 o T� = '� /�a=v.� N) 22 w41* 23 w %D' '%7.3 . L� N,�143�j°�B•L S \� Dr- act L=52.01 L=44.4 . 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FASS�Diy,� CSL ENGINEERING, INC. COUNTY of RIVERSIDE 3 1 45 EAST AVENUE SUITE 205 GeoSolls, Inc. ��' ,�F ROUGH GRADING PLAN OF INDUSTRY, CA 91748 �� � � 11651 STERLING AVENUE, SUITE E 5751 PALMER WAY, SUITED v, fs RIVERSIDE,CALIFORNIA818) 912-0123 • FAX: (818) 912-7045 CARLSBAD, CA 92008 W C 92503 FOR 1w RIME DIMEM w" mm PLANS IS RES�ON�LF FOR _ (619) 438-3155 cr No.125917 � (909) 785-5122 FAX (909) 785-5180 TRACTS 25287, 25287-1, OF 7 wm' ASSANG AE ACDAKY MO ACOEPTABIUTY OF � OE51GN I{�REON. 5-/- S' . - FAX: (619) 931-0915 ,t Exp. /31/97 * DATE: FILE NO. o 1NE E1A]IT OF DE9glEPANCES ARM E ER COUNTY APPROVAL DATE BY MARK �PwO DATE `�� SCALE: AS SHOWN BENCHMARK: RIV. CO. B.M. M -14-63 IN THE TEE IN1ER$ECTION 2 5 2 8 7 - 2 , 2 5 2 8 7 - 3 , & 2 5 2 8 7 - 4, 0R DUiWG TRtJC11CA1, TWE PRIVATI: EN(ANEER SHALL BE C NTY •%OF I A �a�r R.C.E. NO. 25917, EXP. DATE: 12 31 97 AS - SHOWN NGINEERE� . FQ! 0000 NiG AN ACCEPTABLE SOLUTION AND CA / / of W93ORT RD. t LWOURGER RD. A 1 RM PIPE & TAG TY A� INTERIM SOUTH ,FINGER CHANNEL NEMAlIG x FOR APP MAL BY TIC COMP. DESIGNED BY: JJL DRAWN BY: DEC CHECKED BY: RAS DATE: JUNE, 1995 SURVEYOR IN CAP WELL MON.. ELEV.= 425 2 9/ aN400/DEC/40ORG.DWG -GZ. f. I r 1 - A► N i 25— L /M l TS .f• YG/G T L/NE �•VOW- T-O00 YEAR D . oa -. -- `a> Ell SCALE: 1" = 40' 0 20' 40-1 80, 120 34 Op \ _� I � ; 10 s� 1 I � f I h PRoP 24 _ — \� ^�3.3 01 DAYZ16NT Gi�vE�j —_ ---35— 125 ��--- a' 6' .��' —34_---------��/� — �¢-------- ---- -tee—_ N4345i — \ —��� _ F — — -- — _D•�o -- -- — 7•17' ' S = O.Ooi 2¢ (rr `` / — --- 59 �.8f ) �G I `-' I -'41 03 _ / . �I // \� J / �� Ll 321.71, \� I �N4 ?Z. _ ----- — �--- - +1 I k C) & r-\ Ln I Arr x g lo Igs v Aw" i � / � ,,,,�. � ,til• Z r.1 +�D• _---, I 3 I l � ,�/ � 3 — �:? � 3�d G'� _ � , / � �/—' �s%/�v= !(/. l0 � � �1 � � p �• 20 �y. Z �I i �. •� /�' �`�s�* ; I ( � ( .� �. �. a , . � ,gyp. �3 —� �.� • �� � '- ::�,•cP _� -`b�� � ' ,��,. � 3oNR.c.r - � _ - �• .• C � ��O''�j (� � �' � 'S4" E , _ ____-��_ °- 31'22 � � •(� _ �J _— yam/ � � �� \ OF Ib--�— �(�' ; M /'�• .G _ — — — 3s— - ti10 ——_ / d, �-- — i —r —, �IERRAC.E ON ltb I � % • l \� _ �—� � �= ��'�/ L • � -- "_ — — — — 7 -- — .__ � 't �" • � � — — 3G �— � !ice to Ad L � \r W6 -N OR � w 0-7 �. .�. , 49 .,�. s moo= �� , $ _ ,�' � - �' N%, `. A►v V9OWN, b -17 Ap.: �04 / \ v�.3s zRAv / �•�b- fop: NO af \► ', � o \ V A ,' , '°� ✓ \ CON 57RUC T/ON NOTES 240 RD� '�✓ a �� � i � oN Sfi�SEET S CvTOFF WAL G PER DETA /L 1 I u 5EE SHEET vwr+ER oEv sollS SEER: SEAL 5�� PREPARED UNDER THE SUPERVISION OF: C S L ENGINEERING, INC. COUNTY OF RIVERSIDE SHEET NO, NOTHM'D' _ GeoSoils, Inc. �°� ;'�F -ROUGH GRADING PLAN 4 18645 EAST G�1l.E AVENUE SUITE 205 _ � Of INDJSTRY, CA 9 748 FITY818) 912-0123 • FAX: (818) 912-7045 5751 PALMER WAY, SUITE D �; �� y= 11651 STERLING AVENUE, SUITE E CARLSBAD, CA 92008 c,, RIVERSIDE, CALIFORNIA 92503 FOR ,W MOW _ X Y 10 MWTMU OF 1FE DIS � ON. J - 1Z�. 2�V/SE LoT G/ivfr FGiP T•PF/CT ?5287-¢ (S19) 438-3155 E>���2�3��9� (909) 785-5122 * FAX (909) 785-5180 TRACTS 25287, 25287-19 S NWf�EVF11T OF M90UMNS MW 4-0 C0WTY APPROVAL DATE BY MARK APPW DATE FAX: (619) 931 0915 �� CIv'` \! DATE: SCALE: As SHOWN BENCHMARK: RIV. Q. B.M. M-14-63 w THE TEE MITERSECTION 25287-2 25287-3 _ FILE No. ' �SPOM9BlE DOR DAW � Ml ACCEPMVAWTTION ANDSHAL BE N I REVISIONS U OF R.C.E. NO. 25917, EXP. DATE: 12/31 /97 - �C 2 5 2 8 7 4, . OF NErIPORT RD. � 11No RD. A 1' NiON PIPE & TAG COUNTY AND INTERIM SOUTH FINGER CHANNEL c X RM FOR M'PI�OVAL BY THE COUNTY. DESIGNED BY: JJL DRAWN BY: DEC CHECKED BY; RAS DATE: JUNE, 1995 SURVEYOR IN CARICI MOM. - EL EV. 1425.152 4(f0/DEC/400RG.DWG 91-4 t a _ SEE /SHEET / 2 ! 1 I '� l g J 0 Ji¢ �\ ��0 \L=35.00'�9. %'!08-If 100.00' ta II + 100.00 !l 100.00' j + I I I `� 109.29' , sr \\ Op o� ?s I 4412 I I I i 2 I r- 7 r a s /+3 SO ado E sr. I Vic. PP I $ ,o��= 32.3, o \ 25 0 �Lg 34 III)^ o , r� o �, '�o f 3.98' \ �) ✓\ cis ��. I 1 I I I I Vj 100.00' \ � j�lll. _ / -' ?`o pF `\ sF 2 4 f ! 28 6 3 / �A L -� FAO = 32.0 �\ CD / \v� 1 r 100.00 OI �E. Sf/EET Z �.��V. � ' 04,,2�!^ , `-\� 0 1 II I ,�r-.\J 105.00' Pllps32-4 ng g� '� z Z 0 35 c> �� ,� ; moo. .oi1 /8 �G. 9• �'� ^^ r) `/� �.� ��9� l oo.00' \ �(.(/' i; 0 - /�D 11�.9 'Apr � 3 �/ "2�O �p'1 40.61' L=44 56. p I 58 100.00 �' 00,00' o LT1�' 3g ti.1 G Q 1 �iOD= two I I > 105.00' 0a / 2 �� ? °? I ✓ �1�' '� rn h O so, 24I � g 1 � g � , � � � j I I I Iuj Z', �!/D�=\32. - o `--1 t o ��, «�'' (� 116 3 �, s� y �ha ��,,,� u- j O 1 1 '-t1 i°�o 33. 7 M o q � s '� ) �� w II 1 = _ �I f Pao=8 o�ti �`'�' M 1 I I �I ` 1 I ✓ 19N (, 105.00' cr ,�- Z4 / '� o i Ci I �'� �'�'ti;i l �39 V) 03 I O S_ �• g 00, �� �� 2 2 ` \ i� s,�,�� 2 \ / O� 1 p 1, 13 I i �� ' I II s I 2 ` 3 g l' r l 37 C �4 .45 ti° ✓` - I �i40 (\ L�/�� J� � o 78.83' 18.6T 18.11 = 41.1 li rn1� I� N � �! �j w �. r59.63 10,40 '�. 60 q' /� w 100.00' C6. C 100.00' 105.00'0. $ Ap'; ��h 3 J � ` V ) ti l l I ce. 3 '� W= 50.00' / g3' - y Q \ I W = 4 ^' I I o cn 1� 55.00 / 103 • �\ �V' /* 51 9 lb cis x rr IE V $ . 2 '� f �� 5�' e �' --J r -� s Gov , - p $ 44 I-4� V 9� �, f �I �' " i' '�'� \ I " 1 o o rn $ 4 �\ N ( t I 100.00' o o 42 ,o :o 100.00' ',� 0 38 3 9 0 40 41 a �D �\ - 63' \�• tib �= o^,�� t�,o' '� �; °` �, •,, I� o _ o i o 1 2 0 I o \ i°.�D= 33. / �.vD-33Z ��O' 33, s �.AD= 33. \� \,• \ I 2 8 /� o I - o 0 2 1 0 ��? 5a.00 28� �. M � 1 v \ 6: '� � ,oso• - �. 0.00' � s �. ( . -- J , 00.00 � \ ' '�I' �� 50.00' 50.00' 28.63 L�31.3 v �. � t � � 5 f \ 2 I \I I 100.00 �� , 0 1 N �� 40.00 ' - '�� I I I o ", \ \ "' \ U. �►`. t gyp' ✓. G I I l o 3 lam, I \ _ r� ,� . �,ti - ,mob $ 3 ----------+---- 213.63' ��' t2+©o ,��.RL30504.9008' ���U �v � � 00' f $4 N I I \ �� �- �T \ 31 16" E �, 50 0 5 $ _ \ I ,00.00 I `� �,� DESERTAiu � n{� p I .00, r\ �. \ c�p.00' o $ r�D- �'Z.�I %O 7 66•� O_ 7 i.=4 ^ 'o �,�= 'ji'�'L' g2.89 85, 48.35' 35.28 L=13.06 w $ o I Ir I 1 4 $o ,}' 85.00, / /7!/ ¢ r 75' I� 19 $ 8 $ - 1118 0 $ 8 $ ) 53 I I /�Ap 32 3� N\ / ti 100.00' j �' o �% I 50.00' II I I I , oo.00 ' 1100 \\ o o V 5p cn V -- � � O � I � ,�ii�- ��• S \ I I I I I 18 $ ��I _.3 $ o n+_ 1 (\ -\ \ So.005g' f / 3'I• 13 50•� N i �(�K� Id+ \ 100.00' N ' .00' 't� 00' nA �. �, ,� \ AD= 3� 4 �/lD = 33.7 DA y� I , 00 (, / \ 50 . 1 4 ' N ✓ s 15 I r i I I '�• 100.08, 1 , 2e� Qv 100.08' \ 61.12' 61.34' ' I �• NOT46'3d" C k i �. I . o'Go :. c� �� 0 A o 1 0' ii NG \ 'h' A 1 �N j 1 1 ► 03 tip. �� 1 I 1 i PA �� tits ij 2 \ 5 I � �h \ w Lti . • w Jr `�'"' "7ry VLd7rsi'DP , j 1 0 5 I . p /� I C 1 . � • -- r�4 � j -- 21 7i V) I (I 'L� rZO./3 E.C.' 0.000, ;YL/G/•!T L/NE 20I' $` �: 2y L!� 1 �503'Sd'W I I E II t� / \ J / 1756•�' \ • � _ 23 1 V I � � � ems.- s y• �: \ / \ s � I � ____ I l��' \.' _ - = 24 (n N - 33 N05 33'`�'W - �5 \ 30 a 2 / -1-00.00 -� .56 27 S - o• p00 5 f . S=O.00o 31 �, O �� 5-0.0005 / � •- I I zo 5•� _ 0' II I V I DAYL/GHT •L/NE O�. VO .,�.• pAyL/GKT L r IIII I �L. PER PLAN o i Q G" rM/N) z I I I _ - 27 / GI - - - �� o� e F//Vi ff I i 0 �. s O/V STi? % I 5' S' a C UC /ON NOTES I I �► �+ 0 A.C. PAIN. P. C C. OQ FCC OR ^ 2 IV SCALE: = 4� ti " L09 (�/AX•) GUN/TE T + O Lti cn M I -- - - g,GUN/ E N W GUN/TES y /� I la-•- CON5'T. /O' iN/DE D/TCK PLR DETA/C /49ieEON lu 2 I a2 CDN5T �' fN/OE O/TCY PER DETA/L HEREON 0 20' 40' 80' 120' 160, I %� •;,c 'gin 1' � = ; . :�.: N � -'y X (S' O/O x * /O � X L;, _ 0 ' �==• M ww.M. I /N•) #/oX #/Q wwM. / ' \ � X �" - #/mx #/O W.NIM. �•'�'� COrVST. CONC. CUTOFF WALL PER DETA/L HE�2EON G' WIDE PITCH CUTOFF WALL � I ¢ INSTALL RIP RAP C� MAI ' M/N•, OEP'77# = 56-) /O ' w/DE _ D/ TCR(D ,v r. s O Al. r. S. OWNER DEVELOPER SOILS ENGINEER: SEAL oFEss/ PREPARED UNDER THE SUPERVISION Of: CSL ENGINEERING, SEVEN BROTHERS, DIVERSIFIED, INC. o eR A c>y� ERI G, INC.INC . COUNTY O F RIVERSIDE SHEET No. 3 18645 F81yorg'12-0123 18T4� INDUSTRY, AVENUE, SUITE 205 `r e O S O I (s , Inc. „c���` r i.�<<" 1 1651 STERLING AVENUE, SUITE E • GALE ROUGH GRADING PLAN 5 • FAX: (818) 912-7045 5751 PALMER WAY, SUITED �,, �`? CARLSBAD, CA 92008 c, RIVERSIDE, CALIFORNIA 92503 FOR Tlf PROT 13co fR 316" Imm PAWS IS RESPONSBtE FOR -/9- 8 1 L /fE 15eb C,e ariOAI - ED/50AI E'SMT (619) 438-3155 o No. 25917 � (909) 785-5122 * FAX (909) 785-5180 - OF 7 SHTS• SSINrIG TtE ACCURACY AND AGCEPTA�ITY OF TIf DESIGN IMCN. /_ 3p_ RA / RE ✓/SED 36 SraeM DRAM OUTLET FAX: (619) 931-0915 ,� Exp. 12/31 /97 * DATE: TRACTS 25287, 2 5 2 8 7 1, FILE No. � I T DATE eY �K '�'w o� `r! CIVIC rRICHARD A I SCALE: -AS SHOWN B E 'i� �H M AR K: RIV. co. B.M. M� 14-63 IN THE TEE �ITERSEC110N 2 5 2 8 7- 2, 2 5 2 8 7- 3, & 2 5 2 8 7- 4, COU �qr R.C.E. Na 25917, EXP. DATE: 12/31/97 OF WVMT RD. k LMO)ORM RD. A 1 IRON PIPE t TAG C(xmTY REF F'°It OEIElMwMIG AM Aoc�rTAetE 9Ow1toN NO cA\. IIEIIIM X PLANS FOR APPIIOI k BY 11f COUNTY. DESIGNED BY: JJL DRAWN BY: DEC CHECKED BY: RAS DATE: JUNE, 1995 SURWYOR .IN CAP WUL MON. ,= 1425.152 AND INTERIM SOUTH FINGER CHANNEL 9/4�Q*ct N400/DEC/400RG.DWG SEE SHEET 3 48.98' 5C.CC' W i / j r0 O .--� � , .I t--- -- � - 1 QQ.QQ' o � � r� r-� • � , Q j cc ! / %�• I O 0/y: l ( , I CD12 O CD � d J J Cr �- cc _ . - - _ -_ _ -- I _ - ---- _ O ---- _ ` _ _ �.--- - - ------ - --- -- - - - - - - D - N Q �' 1 �'-'� �"' �,q,------------------�-. — _ --- DESERT . , DRI VE - -- ----- — - - - - 314 59 --- - ---- ------ -- PAD = 3?. 4 V Lo N l — — ; � —.— M G14YL /GHT L /NE L% PAYIISAI /NE I \ to I L We I \ � I DAYL / GN T Z WE �.OfI . / .—,— . 57: / - \ \ I / �5-: / 5; - / I / / i v 5 *. I I \ \ \ % w wT-- -- ----- - -- V) \p 22 S c O. D OO'5 w w V) F —� r � J IX ox g N05'03'58'W -- --- ------ ------------- ZI zo / � /e 1756.98'— •- • . 1 � /G O I S=o.0005 I I ' NINIF'll I _j J J I I all PAY1/0/17- IWE �-. Lao 9 oo—DAYL/GAir L/n/E 5= O.000S "1 DAYL/6NT � � � • -. ._. . �. I DAYLIGHT LINE • _. IPA YL/GHT L/il/E �• 5:/ PAD = 32a �I I_ Z-vwti w i—� lz V 1 w w V) o p � Z i ` I / SCALE: 1 = 40 / \ 29� 0 20' 40' 80' 120' Aw \ OWNER DEVELOPER SOILS ENGINEER: SEAL PREPARED UNDER THE SUPERVISION OF: COUNTY OF RIVERSIDE SHE No. SEVEN BROTHERS, DIVERSIFIED, INC. - ����SSbNq CSL ENGINEERING, INC. 18645 EAST GALE AVENUE, SUITE 205 GeoSoils Inc �° SUITE E ROUGH GRADING PLAN ITY OF INDUSTRY, CA 91748 5` '� `�, 11651 STERLING AVENUE, �818) 912-0123 " • FAX: (818) 912-7045 5751 PALMER WAY, SUITE D CARLSBAD, CA 92008 c`', � : RIVERSIDE, CALIFORNIA 92503 FOR THE PRIVATE ENGINEER SIGI!MIIG THESE PLANS IS RESPONSIBLE FOR (619) 438-3155 c No. 25917 TA ,,,EoEs HEREON. ExN 12/31/97 (909) 785-5122 FAX (909) 785-5180 TRACTS 25287, 25287-1, of 7 ASSURING TIE ACCURACY AND ACCEPTABNI FAX: (619) 931-0915 * * DATE: FILE NO. N THE EVENT OF DESCRfPANCES ARISMG AF1ER COUNTY APPROVAL PATE BY A1IhFtK APP'VD DATE J'� H A cIVI SCALE: AS SHOWN BENCHMARK- RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION 2 5 2 8 7— 2 2 5 2 8 7— 3 & 2 5 2 8 7— 4 OR DURING CONSTRUCTION, IG PRIVATE ENGINEER SHALL BE ENGINEER REVISIONS COUNTY OF � R.C.E. NO. 25917 EXP. DATE: 12/31/97 AND INTERIM[ SOUTH FINGER CHANNEL RESPON9BlF FOR DEIERMMING AN ACCEPTABLE SOLUTION AND I N J CA`\E r DATE: JUNE, 1995 �y�pR IN �p �� RD. A 1' IRON PIPE �c TAGs 1425.152 REMSNG THE PLANS FOR APPROVAL BY THE COUNTY. ES G ED BY JL DRAWN BY: DEC CHECKED BY: RAS --� 400/DEC/400RG.DWG SEE SHEET 3 SEE SHEET 4 \, %y oo 1 PAD = 3 3.0 o° (. j • ` \ T N do w w z V) —C,of w � �S to \�32� OWNER SEVEN BROTHERS, DIVERSIFIED, INC. 18645 EAST GALE AVENUE, SUITE 205 r8l8r9l2-0123 * F�� (818) 912-7045 THE PRIVATE MOM SIG W THESE PLANS IS RESPONSHE FOR ASS M IK AMRACY AND ACCEPTABILITY OF THE OESIQ! HEREON. N 11E EWNT OF DESCREPANCES ARM AFTER COIMTY APPROVAL OR DJRM CONSTRUCTION, THE PRPMYE PQNEER SHALL BE RESPONSBLE FOR DETERI M AN ACCEP ABLE SOLUTION AND REVW 1HE PLANS FOR APPROVAL BY THE COUNTY. kZ10 \ `. SOILS ENGINEER: GeoSoils, Inc. 5751 PALMER WAY, SUITE D CARLSBAD, CA 92008 (619) 438-3155 FAX: (619) 931-0915 DATE BY I MARK APP'VD I DATE ENGINEER REVISIONS I COUNTY DESIGNED BY: JJL ORAWN BY: DEC CHECKED BY: RAS Ll� I � � WATER `�uR yP� I `-1 I NrovR �T Zs.o \1 I I 1 I G� 0 i 0 x000 ltx I 1 _ 1 � � I P0 I DA\YI /GHT- LINE g.67 4 -� 1 �45492�--- -� S' --i � �; � .l ! I I I I 1 / '• I I 0' v I I 1 N 2a5 - I � w I I• � o I '9 0 � I � .�• 1 � 1 � . I I I I _• I I .. I I III I li 1 I N J I I I I �- w I � II i I � � I ► I I I I I I I III I 0SCALE: 1- 4018.7 � I I II II I II I I I I 0 20' 40' 80' 120' 160' I I I I I I � 1 11 III I I I I SEAL PREPARED UNDER THE SUPERVISION OF: COUNTY O F RIVERSIDE SHEETIsHTs. o��sS%CSL ENGINEERING, INC. � � ROUGH GRADING PLAN 11651 STERLING AVENUE, SUITE ERIVERSIDE, CALIFORNIA 92503 FOR No. 2597 r^ (909) 785-5122 * FAX (909) 785-5180 OF % ,r Exp. 12, 31/97 TRACTS 25287, 25287-1, # DATE: FILE s� CIVl� �� RICHARD A. IANNI SCALE: AS SHOWN BENCHMARK: RIV. CO. B.M. M.14-63 IN THE TEE INTERSEC110N 25287-2, 25287-3, & 25287-4, GA��E�� R.C.E. N0. 25917, EXP. DATE: 12/31 /97 OF NEWPORT RD. & UNDENBERGER M. A 1 IRON PIPE rk TAG MARKED COUNTY AND INTERIM SOUTH FINGER CHANNEL DATE: JUNE, 1995 SURVEYOR IN CAP WELL MON. .= 1425.152 914 400/DEC/40ORG.DWG Q Gt