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HomeMy WebLinkAboutStreet Improvement Plan GENERAL NOTES BE THE RESPONSIBILITY OF THE _ h!QT1CfLN A IT _ TOCO TR CTOR, RET. WALL A W1� THE RIVERSIDE COU TRANSPORT TION DEPARTMENNT/PERM�SECTIONN. FOAIS Y CONTRACTOR AGREESTHATHE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY LEVEL BACKFILL SCHEDULE ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN PUBLIC RIGHT-OF-WAY, DEDICATED FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS RIW AND ACCEPTED FOR PUBLIC USE; AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THAT THIS WALL HT. 8" BLOCK "A" BAR "L" FOR ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF CONSTRUCTION REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL ACTIVTIES FOR THIS PROJECT. ADDITIONAL STUDIES AND/OR PERMITS MAY BE REQUIRED. WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND 2'-0" 2'-0" J4016" 3'-11" THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA, HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, 2. AND RELOCATION COSTS OF ALL EXISTING UTILITIES. PERMITTEE MUST INFORM COUNTY OF REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS 2'-8" 2'-8" x'4016" 3'-11" STREET IMPROVEMENT PLANS CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION. PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE FOR BUTTERFIELD STA GE ROAD OF THE OWNER OR THE ENGINEER. 3'-4" 3'-4" 5016" 4'-1" PHONE: (909) 955-6N)N'!5 FOR PARCEL MAPS AND TRACT MAPS. 44' TO CL THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES 4'-0" 4'-0" 1508" 4'--3" 3. THE DEVELOPER WILL INSTALL STREET NAME S06 CONFORMING TO COUlN Y STANDARD NO. SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. 6" 816' TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT EXTENSION 4. ALL WORK SHILL CONFORM TO THE REQUIREMENTS OF THE RIVERSIDE COUNTY THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL TRANSPORTATION DEPARTMENT IMPROVEMENT STANDQARDS AND SPECIFICATIONS, LATEST EDITION, PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER T- 4 CONT, 5. COUNTY ORDINANCE NO. 461 AND SUBSEQUENT AMENDMENTS. LINES OR STRUCTURES NOT SHOWN ON THESE PLANS AND IS RESPONSIBLE FOR IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO NOTIFY THE ENGINEER TO INSTALL THE PROTECTION OF OR ANY DAMAGE TO THESE LINES OR STRUCTURES. CT NO* 23067 3 & 23067- 4 O 24" 0.C. GROUT ALL CELLS SOLID W/ STREET CENTERLINE MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE No. 461 ALL RETAINING WALLS SHOWN ON THESE PLANS ARE SHOWN FOR REFERENCE ONLY 6 REINF. & PORTION RETAINING (TRACTS AND PARCEL MAPS ONLY). AND ARE TO BE CONSTRUCTED PER SEPARATE PERMIT. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE PRIOR M PAVING THECONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL BACKFILL: 90% COMPACTION STREET, INCLUDING, BUT NOT LIMITED TO THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS, 7. STORM DRAINS. REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO COMMENCEMENT OF WORK. 000'7 p 14 O 32 O.C. p - U � CURB AND DRIVEWAY WILL B£ INSTALLED AND CENTERED IN CELL " ACCORDING TO COUNTY STANDARD NO. 206 AND/OR NO. 207, AS DIRECTED IN THE FIELD. EXTEND MIN. 24 INTO w a, 8F INTO 8" BLOCK IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR DEVELOPER TO INSTALL AND ry �p MAINTAIN ALL CONSTRUCTION, REGULATORY, GUIDE AND WARNING SIGNS WITHIN THE PROJECT /9 t TRA LIMITS AND ITS SURROUNDINGS TO PROVIDE SAFE PASSAGE FOR THE TRAVELING PUBLIC AND 9. WORKERS UNTIL THE FINAL COMPLETION AND ACCEPTANCE OF THE PROJECT BY THE COUNTY. Q� -r� )V0, 230V-4 ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS SHALL BE TAKEN AFTER ROUGH o _ GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. USE STANDARD NO. 401 _� T.W. AS SHOWN ON THE WALL PROFILE IF EXPANSIVE SOILS ARE ENCOUNTERED. 80 WATERPROOFING PER 10. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT (.ESS THAN FOURTEEN DAYS NOTE 11 OF SPEC. FOLLOWING PLACEMENT OF THE ASPHALT SURFACING AND SHALL BE APPLIED AT A RATE OF 84 .� �-1 2-#4 CONT, W/ w 0.05 GALLONS PER SQUARE YARD. p _ ►S� s- r2 TlE WIRE � _�, , /�,�• w 11. ASPHALTIC EMULSION SHALL CONFORM TO SECTIONS 37, 39 AND 94 OF THE STATE STANDARD iii///_��/i�.//�. L J SPECIFICATIONS. 81 S� N o .L p�A f 2 WALL HEIGHT OR HEEL o PRIME COAT IS REOUIRED PRIOR TO PAVING ON ALL GRADES IN EXCESS OF TEN PERCENT. 83 �_ "A" BAR 004 WIDTH WHICHEVER IS GREATER 12. �O Nr INSTALL STREET TREES IN ACCORDANCE WITH ORDINANCE NO. 460 AND 499, ACER SACCHARINIM, QUERCUS ALBA, AND ERYTHEA EDULUS. VERY ADW TO LOW 0 s 13. O -�" o. ..o.. EXPANSIVE ON SITE w STREET LIGHTS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROVED STREET LIGHTING " . .'.'.'.'.'.'.'.'.'.'''... Q� PLAN. � 32 2 �p_.. •.• •.•� ...:...�...:...::.... .... 17TPER SOILS ENGR. .1 AS DETERMINED BY THE TRANSPORTATION DIRECTOR, THE DEVELOPER IS RESPONSIBLE AS A c,.'.6'.'.'o' o.. ;,,� APPROVAL ........ MINIMUM FOR ROAD IMPROVEMENTS TO CENTERLINE. AND MAY BE REQUIRED TO RECONSTRUCT 15. EXISTING PAVEMENT, INCLUDING BASE, AND MATCHING OVERLAY REQUIRED TO MEET THE STRUCTURAL STANDARDS FOR THE CURRENT ASSIGNED TRAFFIC INDEX. I& ONLY L MDSCAPIING CONSISTING OF GRASS MID PARKWAY TREES MAY BE INSTALLED WITHIN 33 - - - - •,, ,' - PARKWAYS ON LOCAL RESIDENTIAL STREETS WITHOUT SEPARATE LANDSCAPE PLANS. ALL OTHER 31 6--#4 CONT. TYPES OF LANDSCAPING IN THESE AREAS, AND ALL LANDSCAPING ON ALL OTHER STREETS, I it, SHALL REQUIRE SEPARATE LANDSCAPE PLANS. ALL LANDSCAPING ENCROACHMENTS SHALL 21 S • CONFORM TO RIVERSIDE COUNTY "STANDARDS RELATING TO THE ADMINISTRATION OF LANDSCAPE r ' A /4 O 16 0.C. 17. ENCROACHMENTS-, DATED JUNE 1990. 15 79 „L" o MY PRIVATE DRAINAGE FACILITIES SHOWN ON THESE PLANS ARE FOR INFORMATION ONLY. BY SL 34 = It SIGNING THESE IMPROVEMENT PLANS, NO REVIEW OR APPROVAL OF THOSE PRIVATE FACILITIES e�0 It c0 IS IMPLIED OR INTENDED BY THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT. .9.9if N AFTER OCTOBER 1, 1992, CONSTRUCTION PROJECTS THAT DISTURB MORE THAN FIVE ACRES RETAINING WALL DETAIL MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT. -� 18• OWNERS/DEVELOPERS ARE REQUIRED TO FILE A NOTICE OF INTENT (NOI) WITH THE STATE 35 W/LEVEL BACKFILL N.T.S. WATER RESOURCES CONTROL BOARD (SWRCB) AND PREPARE A STORM WATER POLLUTION Of PREVENTION PLAN (SWPPP) AND MONITORING PLAN FOR THE SITE. 7 29 �� 4" PERFORATED PVC SCH. 40 PIPE ENCASED W11" WIDEx 1.5' MIN, HIGH UP TO 1/3 WALL HEIGHT 19 OF 3/4" TO 1 1/2" OPEN GRADED GRAVEL WRAPPED IN FILTER FABRIC. OUTLET SUBDRAIN W14- 0 3b, PVC SCH. 40 SOLID WALL PIPE TO STORM DRAIN OR CURB OUTLET. N R� SITE w28 FOR WALL DETAILS., SPECIFICATIONS SEE SHEET 2 IEGENDOF ABBREVIATIONS SYMBOLS �° yw� 37 T.C. TOP OF CURB 100 EXIST, CONTOUR 15 Ro F,L, FL OWL INE ELEV, 100 PROP, CON TOUR T.G. TDP OF GRATE -- PROPERTY LINEa CONSTRUCTION NOTES QUANTITIES CL V) G.B. GRADE BREAK DAYLIGHT LINE 27 � FIG. FINISH GRADE 2%-_ SHEET FLOW RATE _ _ 38 �,,, �� 1 CONSTRUCT 0.25 A.C. OVER 503 TON o R.G, ROUGH GRADE GRADED S WAL E 0.7D A.B. CL 11 724 CY F. FINISH SURFACE �--- CENTERLINE 2 CONSTRUCT 0.36' A.C. OVER fi90 TON bi o°'Q a� 1�a 1.05 A.B. CL 11 " 1,035 CY It INV, INVERT OF DRAIN - SWALE NIGH POINT � (TAa& R MOE (L2.W.) 26 AND STORM RAIN CFS Lli N T TYPE A- R 1 152 F P. PAD EL EVA TION FL OWL INE SECTION 14 t 1 s 3 CO STRUC 6" E 6" CUB PER RIVERSIDE 2, L o F.F. FINISH FLOOR ELEV, ��J`�� SUBDRAIN N.T.S. aoo =252.0 CFS EASEMENT 39 COUNTY STANDARD NO. 200. CFS G,F,F, GARAGE FINISH FLOOR _ _0\ _ _ AREA DRAIN =200.1 Q100 194.5 CFS 4 CONSTRUCT SIDEWALK PER RIVERSIDE COUNTY STANDARD 9,570 SF B.V.C. BEGIN VERTICAL CURVE TOP OF SLOPE N0. 401, 4" THICKNESS. E.V.C. END VERTICAL CURVE .� _ TOE OF SLOPE 5 CONSTRUCT ACCESS RAMP PER RIVERSIDE COUNTY 2 EA 0)PIL POINT OF INTERSECTION RETAINING WALL - - - - STANDARD N0. 403, CASE A. i �_ 6 CONSTRUCT DRIVEWAY APPROACH PER RIVERSIDE COUNTY 3,612 SF �' E.P, EDGE OF PAVEMENT FIRE HYDRANT Cold plain and '� - - � . T.W. TOP OF WALL ELEV, o STREET LIGHT pave 0.10' thick 'mi mi - o _ Op►Q STANDARD NO. 207. (WIDTH AS INDICATED ON PLAN) o T,F. TOP OF FOOTING ELEV, SOUND OR SCREEN WALL °-� B U TT E R F I E LD ST GE R G>_ INSTALL STREET LIGHT PER RIVERSIDE COUNTY STANDARD 4 EA D.F. DEEPEN FOOTING DEEPENED FOOTING pavement ; w 2 NO. 1000 do 1001 a- 0 � I t�fil� w o aI L. LENGTH ��' o ��' WA TER METER 8 ADJUST VALVES AND MANHOLES TO GRADE AS INDICATES. 12 EA a- DW Y, DRI VEWA Y CATCH BASIN & LOCAL DEPRESSION PUBLIC UTILITY 9 NOT USE Uj N T.S. NOT TO SCALE 3- p X DEPTH OF REO'D OVER EXCAVATION STORM DRAIN P.U.E. PUBLIC UTILITY EASEMENT EMENT 10 NOT USE a STREET TREES JOINT DETAIL -� �� 1� Nor USE EAVING LEGEND 8 '� 12 INSTALL STREET" NAME SIGNS PER RIVERSIDE COUNTY 1 EA 24 STANDARD NO. 816. 01oo "51.9 CFS INDICATES PROPOSED A.C. PAVING i3 JOIN EXISTING PAVEMENT PER DETAIL HEREON. 277 LF -4 PROPOSED BUTTERFIELD ROAD EXTENSION o STORM DRAIN PER RCFC&WCD DWG. NO. 7-358 14 NOT USE 136 LF INDICATES PROPOSED CONCRETE SIDEWALK NOTE: R-VALUES AND PAVEMENT SECTIONS z ARE PRELIMINARY UNTIL SUCH TIME AS A Y (y 23 15 CONST. GATE PER R.C.F,C. & W.C.D. SID. DWG, N0. M801. 1 EA � a- FINAL SOILS ANALYSIS IS COMPLETE 3 3 @-- NOT USE _ DURING ROUGH GRADING. a O z = .1 -f�k 17 NOT USE Underground Service Alert �. �j 44 g , , , , R X W W I 18 CONSTRUCT REFAINING WALL PER 963 SF z R 88 R R 60 2'2 � DETAILS ON SHEE7S 1,2,3 & 4. w Call: TOLL FREE12' 32' 32' 12 10' 20' 20' 1 - W a Z Z 45 SEE STORM DRAIN PLANS MS 3868, I.P. NO. 020033 • 21?� ?� I I ,, Cn O FOR CONSTRUCTION NOTES ON CATCH BASINS do CONNECTOR Boa 2 _2% 00 PIPES. 21 0 2272600 L6" Sidewalk 4 3 Curb & Gutter 6' Sidewalk 4 3 Curb & GutterINDEX A4A P N OTE: z :2 Utility Trench Utility Trench TYPICAL SECTION TYPICAL SECTION LANDSCAPE PLANS AND MAINTENANCE OF AGREEMENT WILL BE TWO WORKING DAYS BEFORE YOU DIG 0 30 60 120 180 240 INDEX OF SHEETS: o N.T.S. N.T.S. PROCESS PER TENTATIVE TRACT MAP 29554. BUTTERFIELD STAGE ROAD LONGFELLOW AVE., ABBEY ROAD SHT, N!j DESCRIPTION STREET NAME "CAUTION": Remember that the USA Center T.I. = 7.5 (R-VALUE 22) T.I. = 5.5 (R-VALUE 22) 1 INDEX MAP to notifies only those utilities belongin to AC = 0.36' OVER BASE = 1.05' AC = 0.25' OVER BASE = 0.70' ( IN FEET ) 2 PLAN do PROFILE LONGFELLOW AVENUE the center. There could be other u ilities o pr nform you of at the work site. The center will i inch 60 tL 3 PLAN do PROFILE ABBY ROAD z iwhom they will notify. 4 PLAN do PROFILE BUTTERFIELD STAGE ROAD m NOTE: SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER HUNS'AKF�'i R & ASSOCIATES BENCHMARK: MS 38689 I.P. NO. 020033 SHEET No. WORK CONTAINED WITHIN THESE PLANS Flo TRANSPORTATION DEPARTMENT o ESS • IRVINE, INC COUNTY OF RIVERSIDE HA NOT COMMENCE UNTIL AN �' � 1. '� APPROVED BY: Qa uta �t A BRASS DISK STAMPED W. CO. SUR. T-27-s1 IN CONCRETE "A" co SHALL �► oT N �f EMPIRE REGION SCHEDULE po ENCROACHMENT PERMIT AND/ORA ��4'�P`' y'y9 Fy 4r� ST°y�tic, 2900 ADAMS STREET, SUITE A-15 FLUSH HALT MI. .ACYL of BUTTERFIELD R STAGE CALIF.H12. W. of STREET IMPROVEMENT PLANS AN ASPHALT DWY. H45 N. OF C/L RANCHO ALIRD. IN AN GRADING PERMIT HAS BEEN ISSUED. w i�A1 �� / Z a `�6 RIVERSIDE CA 92504 (909)352-7200 UNIMPROVED AREA t2' W. OF UTILITY POLE #1751190E N0, 33950 w Ex�, 6830?06 rn PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS ELEVATION = 12To.5s BUTTERFIELD STAGE ROAD EXTENSION The a ineer these plans is rmponskk for ossa the w EXP. 6/30/06 � KHAL A. OTHMAN, RX, 33950 EXP.: 6/30/06 DATE rr a private enq s�inq rri►q ar.�cura�cy h 0 F • S HTS S. and obil' of the design herron. M the event of after 't �n ,lf �nA �. PREPARED BY: !� R.C.E. NO. 58020 accept dY desrg dR�cr>°panc�es ans�ng 9 �~ 9� crvn. ~ /' ,r FOR W.O. COUNTY o comfy appmd or d l ur n c�Nsbuc m, Ole prrvnte engeleer gall be rl�ponsl7i/e MARK BY DATE AP P R. DATE rF CIV dQ` F Fd� � � 6 for determining an a�ccgotobk solution or mv&l the plans for apprarvl by REVISIONS �`o�` CALZF 10-31-0� cA�Y s2~ SCALE: AS SHOWN AS SHOWN HIGHPOINT COMMUNITIES 2346-230673 FILE NO. the county. ENGINEER COUNTY RECOMMENDED DATE PAUL HUDDLESTON, JR. R.C.E.58020 DATE H: V: ���'a ����- �j ����a� Win■ �� MEN on N 0 LIE 9491 F.MEMO momommomm 120.10,01m AEIPAW-i MENEM@ F MIRIMINES on OEM no NEE MEMNON ammam NO A WAL JAI UI Ml Monosson ONENESS �a��� '����� ��a�� s . .,.; -r • �n�=sem - � i��x- win r7m,. 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X 'o. . 4?, _-4 Q� I I I- . / �po ;3 .. ; I. - -a.�� >w I �_ . -.Z& 1, � 4T Fl- -.4 0 83 84 " t� . 0 1 1 ^ - -A (A 4 i j� f &L co W _& - I 4 N rn f" _& . 4 w % 27 on 0 Q �Q_ My v "w .0- .-- ..& " to Ze . --* as (A -110. _& + 0 .-% + b k . > -,-, IT�? -� 0-00 ..& to a ?I ca 1w-i w *t S* .0b. 0 ik 0 0 Be [Y_ / & = � � i� in 'o * � __ � / . cx � 30 ..& 31 82 _-L '1111 0 87 bi _____ I I . p $A z 88 FOR WALL DETAILS, SPECIFICATIONS t�c_ _1 7 . �g -4 . 0. 85 0 i . �e ok w 0 - / 0 . It - + 40 80 9 c . __�_ / = I "�. Al I 0. 0 1 I-, + po CA zi 42.61 1 - - . V� 0 r*__ + 0 50.00! 1. I co z 11111 - 11 . -1 - j r�_ wow I . 00 . 00 I r I I cw Lo T", . .cw -CONSTRUCTION NOTES m �j I I + 0 cil 50 o0o m j __4" �: 9.,?R- CN + __ 3 4 42 SW I 0 - � ll�--14_,�_.,:�­l 69. 0 . 1 05 0 1 . - - � � - CONSTRUCT 0.25' A.C. 0.70' A.B. CL 11. 00 : ��� 18.28p - -4.3.740 p 5.98' 50920 M,,,,,w,wm,ll 11 �.I ��!:,�!: � : , �� .lI ! .: 13 .I - ­ -_143 -'-- '�_ �� _l/ - CONSTRUCT 6- TYPE -A-Ir CURB PER RrvEsIDE COUNTY STANDARD NO. 200, .. I : .41 1, I � (�) 0 �. ,!::,�_�­ -7- �.,!,�__��,:��_::,�,� 1 , ., ,- .. ,� . ", i ��:, . . � . ­ '' I !�.! � .. Aj�,,�.­ ­!­�,�+�,:��!j ., ­ I I uj '. oos-f 1 114--_ � . 14 , I� - -_-,_:�� - CONSTRUCT SIDEWALK PER RIVERSIDE COUNTY STANDARD NO. 401, ,C THICKNESS. Of . i .1 11: X;,; - :,- - I < I 11 f is i / I ­", i -- _"ilE 7Tir- - / I . � -1 , !�]�:��, ;' r�:;� i:'� I ,: ..: ' - - ­.- .­4_-i2'iv9i4 - - D_ - - 6 1 '-F'4T-41...... :,�..."��,,,,_�,,��, - ,�::,! , ' I --,--.� .� - . - - 1: ­­�,�....�, . ­ I I ,�� -77-4-I __- ,-..-. __ j � i �,�­ ..--- 111= ___.... . Li I - I "_ I-, )&W ,- - - t _ I � � I I �� 2 1 I I I � -, ___­_,_:��'.,r- - ­- -I.-� --­ I (�� CONSTRUCT DRIVEWAY APPROACH PER RIVERSIDE COUNTY STANDARD NO, 207. (WIDTH AS INDICATED ON PLAN) x 0 i �­' I 09 3 i I ff ll� -- ­I _,���� -= � ..-,. ­­ , , I a- , I Ill I j I � ._;�­-_ �1.11�=. _-, � ,-..L,,-- ---- � N 1 / i 11 .0"%- I i -.- � Ili, _____ - � __11--- - _.. ­_­_ F- ��_r-,__­­ 11 .-/ - INSTALL STREET LIGHT PER RIVERSIDE COUNTY STANDARD NO. 1 000. Lu I __; -� ­­­ . . I ,., I ...... _,.__zZ_,'.,-4­ I i I � i I 11 I . , ... ._A_T,- ,v I :14 . -A , -f I 1. U7 ,' . TV F,I� . I . +- 5" I. I tz � �� I i :i , , , �,,,�" I . I 0 & v � I , 8 � � (�>_ ADJUST VALVES AND MANHOLES TO GRADE AS INDICATES. . I .q ... f I I - � � - .. / .1 'N i j f 0 11 I i i j, I . 0 'I"", . . (i�_�� JOIN EXISTING PAVEMENT PER DETAIL ON SHEET 1. . 0 � ! I 3i.57' 5 1 1 68.w 1 1 I I ­ Li 9 .10.1 �*,Z-52 18-28 . rhl rli I p I I SEE STORM DRAIN PLANS US 3868, I.P. NO. 02003 �_ v ,30,S5_� 13.39" 34.97 1.62' li " �__ w . FOR CONSTRUC77ON N07ES ON CATCH BASINS & CONNECTOR z 24.88 co * + D mil�@ 4 7 4 .3 1 0 PIPES. 2 � 0 1 000 -:1 zo ..P. 0 6 C) ..& 7if U 3 .-h ..ft 0 rr 110. I .-* " -il 4� to 78 ;* . �_ - , ll� 'I ..& c: . z �q 6 a ) , J� I 3 DATA TABLE a_ . 11 . .-b --- - m Efti, I I-% 1-.16 -a + $ it BEARING/DELTA RADIUS LENGTH TANGENT 0 F-.1 1 N 39 a . T_ -.* + ..& � It I 10 _r 1�0 .* ..& ,,, Lo to (A tot 20732'1!r 38-00 137.64 .. ,�:) ;m a 38 r* 6! !0 t� � �,,� I 80 0 - 155.07 . . !I cft . �4 - �_ . 37 . -.6 ; 79 . . tq -t 32 I 81 . N 13*04'1 T E 50.00 z op 391 345 su .13 0 . Ld �� I 37..no . _il9=w_ -M-,W � 0 . 2.714'04! 184.35 74.76 37.90 U � I % 23.w - 4 1 % % % 0 N 4(r36'3-r E 35.00 / $ / / I I I I ; I � � . co 0 1(r5O'41" 630.00 119.24 59.80 � - c r)i / 0 1 T50'41" 650.00 123-03 61.70 � I R-1/ C� P. k 6 - %%.�-of 0 ---i 0 21049'0 1* 110.00 41.89 21.20 z RANr,-.*# 23- 0r,,- -l---j3- .�H (�) Y07'25" 670.00 59.91 29.97 CK : 0 N 2V45'56r E 43.74 ! � 0 . I 0 20 40 80 120 160 Ir 1 7'44! 580.00 83.97 42.06 CD I a - I a I 0 1 r-- I - to I :�:� - � 0 8*1 7'447 600.00 86.87 43.51 n _. - o 0 W 1 7'44! 620.00 89.77 44-96 0 A SCALE: 1"=40' 2 a I z .... spoll: . ... ___ -- . Z__I . . .. m SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER ,,, "-.,7',,......77-1� BENCHMARK: SHEET NO. .wllllllZ2 : lHUNSAKER & ASSOCIATES MS 38689 I,P. NO, 020033 1 1 ,1 ! TRANSPORTATION DEPARTMENT ' � IRVINE. INC ro Al'§:- I ESS le jv�1,, q ESS . r- Iro A.or, <IN ROVED BY: lll� q- I MDD�4z -7e ! ENIAND EMPIRE REGION A SUM DISK STAMPED RIV. CO. SUR. T-27-81 W CONCREFE COUNTY OF RIVERSIDE 3 (D 4� 0 �w_ r% � _1� 1 2900 ADAMS STREET, SUITE A-15 FLUSH ±0.3 Mi. INLY. OF BUrrERREM STAGE M. *12' W. OF OFILE n 0 VA AN ASPHALT DWY. *45' N. OF C/L RANCHO CALIF. RD. IN AN N 14 OF, 0040 #0 d) Z !I Of NO. 58020 �6 11 RIVERSIDE CA 92504 (909)352-7200 UNIMPROVED AREA ±2' W. OF UTIL17Y POLE #1 751 1 90E I m L2 rn co EXP. 6/30/06 m PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATI t v K ED A- %J EXPO 6/30/06 ;V ONS -I_ p /30/06 DATE OL 4 (10 -_ ­ Cyvn. OT�" PREPARED : R.C.E. NO. 58020 ,dMlk,A.hk.ddMk I OF- SHTS. c\j MARK BY I DATE REVISIONS APPR. DATE Or C A 01 1.01. Or r AL'I SCALE: FOR W.O. COUNTY 6 a&o%l It . - __ 4r.0-A / /_r .- _-i , ENGINEER __- I ,Z_.., /I��,./ '01�//%oo__ F ILE NO. -, " - - , ,, , , , = I , - ,_ , , """ ", , ­ ,_ , , , " "" " ­_ , , , - , " " - - ` , , , - , , , , , , , ", " - 2 ...... - , - , - .... ­_ , - . ......I— / TO 1-11, .. - .1-._-`--_� F-.-.----, ,- I ,I. w , "' .--1- - ,.. __ t _.....'. I `I rt, ;4 f -, 2 7_ I' I , -1 , � ..... H__ 'A I -, I" �!�_ - ll­ E-t- II ____ -1 ,--- ........ ............. , -- 1-1 - ......... .......... ___ __-)--..-. I,----- -, " , ....... ..... - I - � ­ - .. ­` I -1-11, i I I ... -- 11 i - f .j-- f :�:_l ­. - `� I ,-, ,T- ,-- .... ; - "'""""" .. ... ­­ - imw " I— 9 ` ---I- .I.. , "" _ "' ; " - '" IV t. ..";.: .. i. ., - �' I , - - I—- " __ __ . , I ! - I, -------- - ... - " - , - - I 11 - ..... , ...... -1 .. � ....# "i ...'p. I L'. .., ...... ."', I m 91 " " I � , ,--- If � - -,-- I .1 " ............ ....... , ­ ....- - .. __ .1- .......­­ ........_ - � - . I i, ;� - - 11 ­ -1 . .- . . .1 --- I - I I ... RECOMMENDED DATE PAUL �/HUDDLBT6N, JP. -R.C.E.58020 DATE- H: AS NOTED - v: AS NOTED - HIGHPOINT COMMUNMTES #v �� . . ... . .- --- . 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