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HomeMy WebLinkAboutMass Grading ;Y • r� GENERAL GRADING NOTES 1 . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE , CHAPTER 70 , AS AMENDED BY ORDINANCE 457 . 2 . MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1% IF CUT OR FILL IS LESS THAN 10' , 2% IF CUT OR FILL IS GREATER THAN 10' . DRAINAGE SWALES SHALL BE A MINIMUM OF 0 . 3 DEEP AND BE CONSTRUCTED A MINIMUM OF 2 ' FROM THE TOP OF CUT OR FILL SLOPES . 3 . MAXIMUM CUT AND FILL SLOPES - 2 : 1 (UNLESS OTHERWISE SHOWN) LEGEM/ 4 . PROVIDE 5 ' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP CUT/FILL BANK 2 : 1 (UNLESS OTHERWISE NOTED ON PLAN). . . . . . . . . . . . . . . . 1�27_ OF ALL FILL SLOPES OVER 5 HIGH . � / FINISH ELEVATION . . . . . . . . iZ S . ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A 11 l- COMPETENT SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS /� ��J PY/ / CUT/FILL LINE BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION /� / �- L� SERENA REPORT FOR ALL FILLS OVER 1 ' DEEP . / � �� � � DAYLIGHT LINE . . . . . . . 6666 . . . 6666 . . . . . . . . . . . . . . . . . . . . . . . 6666 . . . . . . . �� 6 . A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE BUILDING AND / J PROPERTY BOUNDARY_ . . . _ SAFETY DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF / / /�/ EXISTING CONTOUR. 6666 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -�/ ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN / / ZpO PRIOR TO ISSUANCE OF THE BUILDING PERMIT . CERTIFICATION FINISH CONTOUR F SHALL BE TO LINE , GRADE , ELEVATION AND LOCATION OF CUT FILL 121 SLOPES . SCALE : 1" 500 ! EXISTING SPOT ELEVATION. . . . . . . . . . . . . . . . . 66 6 6 . . . . . . . . . . . . IZ157 7 7 . PROVIDE BROW DITCH DESIGNED TO HANDLE 100 YEAR Q STORM FLOWS / j ;g s{ �. PA R( � /I / ALONG TOP OF SLOPE . / // Fs,�t� � r T1....�� r BLADED SWALE DIRECTION OF DRAINAGE - . - . . - - . . . 8 . FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS LINED DITCH_ . . . . . . . . . GREATER THAN ONE FOOT . N:(�cu, / / // EXIST MOBILE . . . - - - - • • 9 1 HOME PARK f� h� y �' bQ, T a K1/ DECORATIVE WALL ( FUTURE) �__� 9 . ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS I // �� OF THE PRELIMINARY SOILS INVESTIGATION BY OWEN �`\c /� est CATCH BASIN ( PRIVATE ) . . . . . . . . . . . . . . . . . . . . . _ . . ___ 6E0rECNA/1CAL DATED M Y 4, -j / st f986 TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE � ' zt ;ltF STORM DRAIN ( PRIVATE ) _SEE_DETAIL SHEET 14 SUBMITTED TO THE BUILDING AND SAFETY DEPARTMENT WHICH SHALL UNIT PHASE BOUNDARY -• INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE / <��" a ' t � 3f •, i// �Q RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT . / �r- (� I VESTING TENTATIVE TRACT BOUNDARY . . , 6666 ,�t Y Q IMITS OF CHANNEL. PROTECT ION -••••> 10 . THE CONTRACTOR SHALL NOTIFY THE BUILDING AND SAFETY / / / // - ,.. . 3 / a `o. • - • • • • • • • • • • • • ' • . . DEPARTMENT , 4080 LEMON STREET , RIVERSIDE , TELEPHONE 787 -6146 , AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION . THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT . \ ��/ "t ; fEif: � s 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5 ' IN VERTICAL HEIGHT VESTING 1 Y AND FILL SLOPES EQUAL TO OR GREATER THAN 3 ' IN VERTICAL P /NESTING ` s x S _ f2 a TENTATIVE TRACT jo HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER TO �� i� �/ TENTATIVE TRACT " 4' ;' s.."" ,:. � " 23372-- PROTECT 3372 I PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN ACCORDANCE �C�P�/ �/ --- 23371 _ „ m° =„ /► I WITH ORDINANCE NUMBER 457 PRIOR TO THE APPROVAL OF FINAL �P� INSPECTION . / r-� / h i ,�- t . �/� r�C� r J 12 . NO FILL SHALL BE PLACE ON EXISTING GROUND UNTIL THE GROUND z - HAS BEEN CLEARED OF WEEDS , DEBRIS , TOPSOIL , AND OTHER DELETERIOUS MATERIAL . 13 . IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE / �� ' PLACED IT MUST BE CLEARED KEYED AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT . PREPARATION SHALL BE APPROVED / Q / VESTING k BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL / Q / TENTATIVE TRACT MATERIAL . \ \ // % - ! A j n �__' ft _.zs 3 - f ti g��bk 6 � •; y- >zt t - ;;. I t -:.♦ �� � !, E9 S S / •.f� z 9 �` 3 _ !;t t" Yt �>�� � Oz 6 s ' Q r < i � �-. i -t � - 23373 AND PRIOR TO CONSTRUCTION OF ��>"�- ¢ 3 s, f� 14 . DURING ROUGH GRADING OPERATIONS N I f� `\\ \ - i } Fa �7�r l'�F! y�ray f 3 �j'z`� ¢ s!s i'1 t .t PERMANENT DRAINAGE STRUCTURES TEMPORARY DRAINAGE CONTROL 3 t 9 , zit G f6 , 2-, SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES . 7+7 i �' ''"�•*....4,,� F `' �x=� RIN `,� .f`"q .,w►,,.i.,�,�.,, < t t , _, ,.y.�H..'�..� it..-..�' S.�c . -ii?"'�! ---"--"A:" !' `.i.,f.._ _ _ - 15 . DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS . I �.,.. _.. - ., ._._6666 1_.._.---- 6666 ._�. _..-.__ ----- - - _ RANCHO CALIFORNIA RD.,// 16 . ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION , ESPECIALLY DURING STORM CONDITIONS . PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTY DURING GRADING OPERATIONS . GRADING NOTES CON �D PRIVATE ENGINEERS NOTICETO CONTRACTOR 17 . STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE 22 . NO FILL IS TO BE PLACE UNTIL PREPARATION OF THE ORIGINAL ALL CONTRACTORS AND SUB-CONTRACTORS PERFORMING WORK SHOWN ON OR t '` TENTH ( 1 . 5) SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE GROUND IS APPROVED . RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS BUILDING AND SAFETY DEPARTMENT FOR CUT AND FILL SLOPES OVER EMPLOYEES 30 ' IN VERTICAL HEIGHT. 23 . ENGINEER' S ESTIMATE IS f0J2 000 CUBIC YARDS OF PROTECTED . ALl CONTRACTORS AND SUB-CONTRACTORS SHALL COMPLY WITH EXCAVATION AND 10/2 000 CUBIC YARDS OF THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF 1HE U . S . y RAW QUANTITIES T OF LABOR AND THE STATE OF CALIFORNIA DEPARTMENT OF 18 . A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL EMBANKMENT FOR SITE G ADING . THESE ARE Q DEPARTMENT SUBMIT CERTIFICATION OF BUILDING PAD ELEVATION . WHERE WITHOUT ALLOWANCE FOR LOSS DUE TO SHRINKAGE OR COMPACTION . INDUSTRIAL RELATIONS "CONSTRUCTION SAFETY ORDERS . " THE CIVIL SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS TO MEAN SEA LEVEL) SHALL Q BE GIVEN . IF AN ELEVATION WITH 24 . UNDERGROUND SERVICE L RT : CALL 1 - 800 - 422 - 4133 FOR AND SUB-CONTRACTORS COMPLIANCE WITH SAID REGULATIONS AND ORDERS . LEGAL D ESC RIPTION RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL UNDERGROUND UTILITY OCATIONS TWO (2 ) DAYS PRIOR TO DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN . EXCAVATION . CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB- SITE CONDITIONS DURING THE COURSE OF PARCELS 1 THROUGH 5 AS SHOWN ON PARCEL MAP N0 . 21884 FIL `211 19 . ALL FLAMMABLE OR COMBUSTIBLE VEGETATION SHALL BE CLEARED FOR 25 . THE PROPOSED STARTING DA E FOR GRADING IS MID MARCH CONSTRUCTION OF THIS PROJECT , INCLUDING SAFETY OF ALL PERSONS AND BOOK 144 , PAGES 24 THROUGH 33 OF PARCEL MAPS IN THE OFFICE OF THE 30 FEET MINIMUM AROUND ALL BUILDING SITES PRIOR TO AND THE PROPOSED COMPLETION DATE IS ENP OF APR1L PROPERTY , THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT COUNTY RECORDER OF RIVERSIDE COUNTY , CALIFORNIA . CONSTRUCTION . SHOULD GRADING NOT BE COMPLETED DURING SUMMER MONTHS , A BE LIMITED TO NORMAL WORKING HOURS , AND THAT THE CONTRACTOR SHALL SEPARATE PLAN FOR TEMP RARY DRAINAGE AND EROSION CONTROL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE CIVIL ENGINEER 20 . ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL MEASURES TO BE USED DURING THE RAINY SEASON WILL BE SUBMITTED HARMLESS FROM ANY AND ALL LIABILITY , REAL OR ALLEGED , IN TOPOGRAPHY , FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY PRIOR TO OCTOBER 1 . THECONTROL DEVICES SHOWN ON SAID PLANS CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT , RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING WILL BE INSTALLED NO LATER THAN NOVEMBER 1 AND MAINTAINED IN EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE CONTOURS AND ELEVAIIONS PROVIDED FROM PHOTOGRAMMETRIC DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS , WHETHER OR NOT OPERABLE CONDITION UNTIL APRIL 15 . OWNER OR ENGINEER . METHODS IN CONFORMANCE WITH THE U . S . MAP ACCURACY SUCH FACILITIES ARE SHOWN ON THESE PLANS . STANDARDS AND SVPPLIED BY PICTORIAL SCIENCES , INC . , 1097 26 - CONTACT MS . JULY LI OF METROPOLITAN WATER DISTRICT , THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND WEST BASE LINE SAN BERNARDINO, CALIFORNIA 92411 , PHONE 21 . NO ROCKS GREATER THAN 8 INCHES IN DIAMETER ARE TO BE PLACED OPERAl10NS SLRVICFS B ANCH , UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY AO ( 714) 888-5135 6ATED : 5-Z5-M TELEPHONE ( 213 ) 250- 6426 AT .• IN FILL . LEASE TWO WORKING DAYS PRIOR TO ANY WORK IN THE VICINITY of SEARCH OF THE AVAILABLE RECORDS . THE CIVIL ENGINEER ASSUMES N METROPOLITAN WATER DISTRICT FACILITIES . LIABILITY AS TO THE EXACT LOCATION OF SAID LINES NOR FOR UTILITY SOILS E N61N E E R Lu OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT SHOWN . THE OWEN CONSULTANTS CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND 10065 OLD GROVE ROAD IuN;,..s;a. i IRRIGATION COMPANIES PRIOR TO WORK OR EXCAVATION TO DETERMINE THE SAN DIEGO, CALIFORNIA 92131 013YJtINOFNO lS EXACT LOCATIONS OF ALL LINES AFFECTING THIS WORK, WHETHER OR NOT OF SHOWN HEREON , AND FOR ANY DAMAGE OR PROTECTION TO THESE LINES . (619) 695-3150 �� � .t., : •• MJLDM401 lAFfTY P C le s,. � SOILS ENGINEERS CERTIFICATE aofEssJot� OWNER/DEVELOPER P,, D 1HIS GRADING PLAN HAS BEEN REVIEWED BY THE UNDERSIGNED AND FOUND ti, �, �� � s/ co- •, ,� cr, d+ MARGARITA VILLAGE DEVELOPMENT CO . LrbA 11731 TO BE IN CONFORMANCE WITH THE RECOMMENDATIONS AS OUTLINED IN OUR T ,., h 41 a, y ,;.,,•.Z ., W 16935 BERNARDO DRIVE , SUITE 200 SOILS REPORT FOR THIS SUBDIVISION DATED 5-04-88 , PROJECT NUMBER �''I"'l��""°�"'r"�"�Mtteelk'At � E 510 51 - 1 , REPORT NUMBER 510 . 15 . 1 , BY OWENS CONSULTANTS , 10065 OLD y :; , ` j .r 1. 391 SAN DIEGO CALIFORNIA 92127 apow*tr Qsmmpwwmlr„r►Wm:rtif;aoSafllr G tjornl 9f MM /wiles'o t1-9��wy laws. RM - , BENCHMARK , , , GROVE ROAD , SAN DIEGO , CA 92131 (619) 695-3150 PALEONTOLOGIST ..d°1�..��c wa..rlo�am� RANCHO,,. T �t P CALIFORNIA 90 COUNTY OF RIVERSIDE B .M . T- 2. -81 ,, n OF �F� •o r BY ; Q�,� rn R . C . E . NO . : 'FZS90 DATE : CAI- RMW PALED ASSOCIATES �__��• 23352 MADERO , SUITE J " P p q 2 1/2" BRASS DISK IN CONCRE E CYLINDER STAMPED T- MISSION VIEJO , UI 92691 4 !J. 29-81 ESTABLISHED BY RIVERSI E COUNTY SURVEY , DATE y ° APRIL 13 , 1981 . DETAILED ESCRIPTION: FROM THE ( 714) 770-8042 q w° INTERSECTION OF FRONT STREET AND RANCHO CALIFORNIA - ROAD, 1 . 8 MILES N . E . ON RAN HO CALIFORNIA ROAD TO REVISIONS APPROVED BY. RICK ENal?fEFRll#G COMMIIIY THE INTERSECTION OF RANCH CALIFORNIA ROAD AND % '� �eMrcws''�•'"'"1pCOM""""�''"'�"�""'r MASS GRADING PLAN MARGARITA ROAD , I N THE N . W . CORNER D F THE -- -- - - - '���' �''E` 216 C"C.co AVE MATE es R,vERSIM CA WW?(/141>ua,e► fREGISTERED CIVIL ENGINEER NO. -------- ,y- INTERSECTION 1 ' EAST OF A 7 CHAIN LINK FENCE, 21 ' DATE: .3•.W•87 REGISTRATION EXPIRES G/3�J� COUNTY OF RIVERSIDE X 16 ' AROUND SOUTHERN CALIFORNIA GAS VALVES, 40 ' " ,` NORTH OF P . P . (NO 11 ) 94 ' NORTH OF THE APPROVED BY: SCALE: BENCH MARK: TRACT NO.23371 cw 4 5N� To San 0.690 CENTERLINE RANCHO CALIFORNIA ROAD. SET FIBERGLASS MAY 22 19 WITNESS POST 1 ' WEST OF MONU ENT . SEE LEFT AREA, A FILE NO. VICINITY MAP R"'�'°� °1D1N'„� CALIF.ADJ . DATE 9- 13-82 E EVATION 1128 . 41• FOR ROAD COMMISSIONER N.T.S. DATE: DATE W.O. FOR: F.B. - _ J.N. 10583-A % / PROPOSED Z4R.0P• ` 4 - T `/Gly � ASS 5- i , 9 Q Fill tRCl � Q � TEMPORARY S/L rm . BAShV 13A, aae= 57 C.F.S. 41 f MOD aw VQ /0000 ......... -----— — y M.w DPER R.5 70/e5 95 0. ¢ G i \ ` o Ir / y ��� SFS• � % / � ,:, s: r SCALE: 1" = 200 P`' P r / ►._ f, r _ • r k� TEMP6fARY 24"C.M.P. V _7 '�P Q� _ — EY 1Vf AP` LEG END S0 .� DENOTES SHEET NUM8ER xw �o�" DENOTES FUTURE STREETS ✓ ,�j •j a 000 GF h/ r DENOTES TRACT BOUNDARY - - w- -bENOTES EXISTING WATERLINE - --- ---- 8 � ------ DENOTES EASEMENT LINES0'00 17,fo , , . • � '��, //s1\ DENOTES GOLF COURSE HOLE loo - 1670 CFS � �-- --- — DENOTES LIMITS OF GRADING AREA A _ � . >• ' - :, . —�ioo=1670 C.F-S. � --- � .�. -- --� DENOTES LONG VALLEY WASH ' - , • , RANCHO CALIFORNIA ROAD _ FC : a #6 VALLEY 3 • 5 Wiasli 1 ' PROPOSED FUTURE EX/ST- R.C.B. .;1 . ,, ,�'.06 3(+-g�� j . DOUBLE R.C.8-(Z)Olt' (?) !9'x14'R.C.B. 'f ♦ r i t r - . f REVISIONS: APPROVED BY: RICK ENGINEERING COMPANY MASS GRADING PLAN WVA.EIMOMIEEAS:►IANNlf10 CONSULTANTS:it/RVEfORi - ' 3170 CHICAGO AVE suelt WO RIVE ASIDE.U 9M?1114) 167 10)07 - RECIST•EREO CIVIL EN.INEER NO. 33591 121 DATE: REGISTRATION EXPIRES 6 --10-90 COUNTY OF RIVERSIDE ►pSIOE APPROVED BY: SCALE: BENCH MARK: TRACT N0.23371 t 14 S �rS � `tA�Y � ' 1 =200 RIVERSIDE COUNTY CALIF• , AREA A FILE NO. FOR ROAD t y Rano CAMMMIONER SEE SHEET P* , FOR r DATE: DATE DESCRIPTION r W.O. FOR: F.B. .Ci J.N. 10583-A T I . �Q 11 I r i - I; - C 1If i - - 112 1 / ; I - , . ,.t F•. \ r I \ i \ - - - - - WWII L/NE _ _- - �- " - TO BE ABANDO)VW 0/P \ LIMITS REI�i�£O �- PLUG EMS IF ABAM W£D /N PLACE J - ,V,4DI '; � > S i _ — _ '•,=,f, ��,fj(/T• _ /jam" /LTi/-��.-=:• - _ I \ AD SS'/NG - _ . MO✓ - i - � 70 SEABA DO#ED` r:•.. Al �F X f 144 RA AJC 14 0 CAL FOR/V/,4 20AD o - . •-_--.•..:.:: :. CTO BE ABAAIDOit/EQ -'--• - ---- _. ; \ - \ E"X!S T/Nb CUC OE I - 1 • C VIN < \ \\ TO BE REMOVED 4 �% 473 Or \ _ AL � - - CE CURB Llk� ' v , cl. 6b _ — — T b i 1 rb/-\ L" - - hhb cq WI � - 1409.55 -- r 1� Crr�J �_ CURB € GUTTER ,L �_ G W �"� `� 2609 5 94 - J �' h fib. Q� ,23 0� O0 E lz — - X16 �_ G h G �' .. N58 Az - -- - - &43°221 //7 =30°35'53" /;e LtJ6 2. 11 »9� /zo I y - - - FOR /MPROVEMEM-r5 RANCHO 55 -RF = 3000.00 L= 2271.47 - - GqL/FORNf.4 ROAD .SEE COUNTY �� -- - -0iRLIVER5/DE, gIPTEIPAL HWY `- I " \ i - NO _ - t .. 1A4Pf0VEA4LWr-PL., H�ETS --- 6 ; i -- ---- ql - ---- ---- 16,77,16'$49 DF730 - - - - - --- -- -- - " �, - ;fJ ---- F� , - - — - n f .. . , L' r - - -- REVISIONS: APPROVED BY: RICKENGINEERING COMRANY MASS GRADING PLAN CIVIL ENGINEERS.PLANNING CONSULTANTS: SURVEYORS - 3170 CHICAGO AVE SUITE 100 RIVERSIDE CA 92507 1710) 797 0707 - - - - ROBERT A. STOCKTON R.C.E_33591 A : 5�-► �9 REGISTRATION EXPIRES 6'3-90 COUNTY OF RIVERSIDE • -- IMY ?2 19 2)F 14 sHm s SCALE= I =11 40 � - -- " - APPROVED BY: SCALE: BENCH MARK: TRA GRAPHIC SCALE: � ,- - �' _ AREA A J RIVERSIDE COUNTY, CALIF. FILE NO. 40 0 _ 40 80 120FOR ROAD COMMISSIONER SEE SHEET NO I FOR DATE: DATE 11ESCR I PTI ON W.O. ::IFOR-. F.B. J.N. 10583-A SEE SHEET 10 oR,G,NA� �RO�Io F/� / HED - FIWSMi u0 GRADE FIWSH�D � 11, - GRADE GRADE. - c'� - f OR/G/A 4L j — ' GROUND - _ a �' �- (A ,sNowN) - -�— AAs sHow J �F 1 \ OFM \ ORIGINAL GROUND 1 , a - i TOP EL C -� SECT/ON cc SECT A/ d_8EcTioN ,a14 ? c oPERr,� 1 � r N.T. S. -- i - - J [, /NTERCEPTO / / - 4 rORtl DeAW S ND '' o PIPE $EE Dt T _ _S/ EET 14 L '\ 2 _ice^ 1 �. " i� i /1,4 \ ' /80 II PLACE �x-?6`L/GNI' :1 C CLASS R -RAP O IN TALL 300 'L.F. 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FORF.B. : - J.N. 10583-A 1 C `� / / HE T 6 \ TcP £LL �/ eo 0 '' �� --- y- � �� �` - f �`�, / Ex i E/4 L/NE e \ GRAPHICI SCALE:,' 2�� 6 3:1- \ / 10,Z' 40 0 40 80 - .. 120 /_� �, / �, \ — � 1 \\_ / 5 Xi \� II Z J � owl / > y X0'0AL SCALES 1 N lool , CONSTRUCT IZ x 11 5A 160, J \ , 7 \ 1x810 T , ��SEE FUT,E/E /Mf�jgOVE'MEA/T �� �. � _ �, -- , - _ '• / J \ 179.0 f 1Z PLANS �OR DE�1GN OF - GOLF COURSE AlOf%?PASS /y�o55 SE£ TA/L' _ iib / �,/ o � SHE T 14 //711P / // , - \ ,�� ,�, - \ EX/ST G P0W£R POLES F4VEME�t/r TORE �� , �/ / - - - - -- -- - TO SE REMOVED REMOVED - P - L/M/r ---------- S��Z3F A/G EX/ST/NG POWER, POLES � = _ -_ - - � � - - - � 1 , 1 - TO 9E mf-H(WElo / ROA _ Pr,4CE 'X/P, 6A/T ,t1 ; 36 go i - ,; - - -- O T/1V RANGI•li� . - -/ - - C"55 'R R14 EX/ST/ PDW£R PoLES �� 1 .� CAL/F'DR !A )WAD ,� / !L O"7N/ K TO BE R Q11EQ-- - --- /• �� �6 I (TO BEA 3AA600Ajf-D) ,� _ -- — — -- - , 7°7`�O _�'_ .. • TDA! R/P- � 4 - .� - � �/ -_� �;': - _ - RAP �•¢ TNK. W/T}/ 0 2 > ... 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CONST I _ 4 l - _ '1 - - - tt — - o `, C N 1 69 °'�tl ,1LL /6'if' TE/rf/ '� h °� 5EE CHANNEL BERM 76. o DECoR,4 Ti 1/E BLQCI�� o - Z IE— �Ojt, j _M E W.�L1 fO�PXLfY - (�. WALL tFUTURE) Mi DETAIL SHEE7. 1iz C' T_ T - - - r �' - T------ T T T T -11 10 r o k o �i v � xfll N Q1� /0 b� � �►•14 AG �� �,,G� bbG rco)bc / M J, GAIPIPAk� -' G �L 02 CA) Lo / Z N --/ 138 139 _ 140 \f X286.39' 143 _ 1144 145 f46 f 7 1-09.55! _ /;(;I/lo �PEQU/APES CLWST1PI1,frl6 V N 58°30 00 E } / . �t �,,�oy- 2695.94 \ \\ \ 1 ATO/if/TS/iV PkOR95E0/l�Cl17I�BE ` )roill�l IMPROVEMENTF CS OKA, CE0,4T E4-eAEW5f14C- -- CAL I KORAI IA iPOA D, 3EE COU T Y j -- - - DP /VER,6IDE ARTERl.4[. H V uy 06 30 90 IMPROVEMENT PLAN, 514EE 3 --% 16, f 7,lB e 19 OF30 410LUN7ARY C SE c, - -- - OP,4/5/ /GOFL/YD GIES/G✓t/ OF GYSC ..4,PGE �E.PFO�P/!'1ED BY/11Ereoq 1_ ,Q/f/ REVISIONS: APPROVED BY: RICK ENGINEERING COMAANY _ - - -- - -- , - T,e7 D/ST,PtCT - MASS G -__ - —_ - _ _ — �j''� / CIVIL ENGINEERS:PLANNING CONSULTANTS: SURVEYORS A GRADING PLAN �- �• ` ]120 CHICAGO AVE SUITE IOU HIVE RSIDE CA 97507(7U1 7B7 0707 ROBERT A. STOCKTON R.0 E 33591 - �/� _ -- - - - --- -- - - ' 8. 51 REGISTRATION EXPIRES DATE 6 COUNTY OF RIVERSIDE MAY 2 � APPROVED BY: SCALE: BENCH MARK: �9 - TRACT N0.23371 14 sHn-rS r 401 AREA A RIVERSIDE couNrr• CALIF. FILE NO. DATE- FOR ROAD COMMISSIONER DATE SEE SHEET NO I FOR DESCRIPTION W•O. FOR: F.B. �r J.N. 10583-A SE T � %WIN. \ � , 1 SEE SHEET 9 X37 -- _ \, � \ .•,.__ \ 3371 - �� \ Y uj GN. Oft Ftj ,o T Al U L� d� ! 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G ENDS /F ABAND NED PLACE 21 EX/ r/NG A.C- _ EXP 06 30 90 PA WrHENT TO tp SCIALE t 1 = 40 cA� I. OF X/ST. RA NC HO \ C4L / ORNIA ROAD REVISIONS: APPROVED aY: RICK ENGINEERING COMRANY MASS GRADING PLAN \ (TO 6r ASA N ONED) / CMI ENGINEERS:PLANNING CONSULTANTS:SURVEYORS ( v GR PHIC SCALE: � ROBERT STOCKTON R-C.E � 3120 aucAGo AVE supe too HtvEAstoE cr. 92507 1714) taz wul _ \ DATE: s g•87 REGISTRATION EXPIRES 6-30-90 COUNTY OF RIVERSIDE I 40 ' O 4C 80+_ -- o APPROVED BY: 1 TRACT NO.23371 r��r . - 1s %F 14 SHEM SCALE: BENCH MARK: l \ r _ 40 __SE HEET 5 RIVERSIDE COUNTY, CALIF. AREA A FILE NO- J FOR ROAD COMMISSIONER SEE SHEET NO. I FOR DATE: DATE DESCRIPTION - W.O. FOR: \ F.B. r. J.N. 10583-A SEE SHEET ,, 9 01 ' ACCESS ROAD' \ _ - \ _ _ go \ \ 1 \ % \ \ �` _ " Flz 1 \ \ I \ L 7 76 _ J � ;A �_ I ao ---- -- -------- 2/ — ..r _ 1 0 mmmw�w _ - - -- T- - - "-�-- W -\ EX/Sf Rc.W.D. ESM T. N !! 51 L/lye- Lp- 1 cJl I I \ 21 23371 Z, 23372 114 23 i t2 , r 1 23373 --— —� - I , �\ CA L E : 111 = 40' /,gl,ofEssi0't4. \ 'GRAPHIC S LSE: 40 0 40 80 12IxtviTj � / 1v kEVISIONS: APPROVED BY: RICK ENGINEERING C J = OMPIANY CIVIL ENGINEERS: PLANNING CONSULTANTS : SURVEYORS MA GRADING PLAN 1 -- i- / ., i' ------ - ---- ---""----`------ ---- ------- ---------- — --- - - _ ' 3120 CHICAGO AVE SUITE IW NIVF RSIUF CA 97507(71x1 787 0707 w / ROBERT A. STOC TON R.C.E. 7 /'/ --- DATE: - 2;�. r?F REGISTRATION EXPIRES 6-30-90 COUNTY OF RIVERSIDE • / / / APPROVED BY: SCALE= u 1 BENCH MARK: TRACT NO.2337I I = 40 14 SHEETS RIVERSIDE COUNTY. CALIF. AREA A FILE NO. FOR ROAD COMMISSIONER SEE SHEET NO. I FOR DATE: DATE DESCRIPTION w.0- FOR: F.B. J.N. 10583-A SEE SHEET 10 41MITS OF SEE SHEET !1/ v --- - - \'J ONSTRI CT \ Q GRAbIitJG J'l�1 TORI`y ORS!/N Srq/VJQ �� - \ i , \ /PE SEE OFT,4�lL \____ F y•� - _ �,. // , Z---�J` \� q - _ \ 1* /290 \ - - SCALE: 1"= 40' SACK /Na s2 �q '� - - -- GRAPHIC SCALE: - �._ R/P--RAP, ff _ S Of � / /. 40 0 40 80 .20 L' __ i 1q ( pf�jQ t - = WS-riI�CL 230-�'C.F OF TEl)' bRA)Y 14 C.M.P. r \. r /O %.�Oloo =M C`FS PO ! S rLam _ \ �� �- \ \ ! 9 8 1� O 1 246 — - -- f r �7 ca 1*711 4ETA/L SWEET >4 \� \ s LL CLASS P RAPS TH/ - 84.0 / E00 E LAKL� ;'TA/C490 60 \ 1 7..0 TG - L• / \ \ \ \ 1 80.2 FL. 2" V'C. !f''X JZ BR A:!5 BO 5 6 04577, IL 97-0 / - - _ • � - 11930 F.L:\�; TIF _ 74 CONSWOCT `gym 76 JZ" , aoo//s - � �- - - 1/,�8.3FL. IZ" P.VC. ��j ' j / i ! � ' ?✓ I � ; I i ,,' —� �` , — AZ w � / Ike 77Z \ � 8� A IL 9EL T , I / \ Pv '��—' vv \� /. 1j I �y SAL .- - •� \ \ 8E )?EMOvEt� b' •. \ \\ 5 NS / > ) Z \ ` i \ 23371 � SEE TRACT m3 l ROVFMENr PLAIN 1 DCS/GA''6FZ ACF CAR I \ \ UNDERPASS SE�'SW £ - \ EX/.3 T• RAA/Cf•/O � F EE SHE T ILL EX/6TIAM? 04"' • — '� _ - -- 4 :; KIATE� LI REVISIONS: APPROVED BY: RICK ENGINEERING COMP111NY \TO SE ABAND - MASS GRADING PLAN 1 . I ` / /T CIVIL ENGtNEERB:PLANNING CONSULTANTS:SUgVEI ORS I 'T _--_1111"' siSffff�l�l 7120 CHICAGO AVE SUITE 100 RIVERSIDE CA 92507 17141 782.0701 +\ \ p 77 \ \ ROBERT A. STOCKTON R.C.E33�T DTE: s $• REGISTRATION EXPIRES 6-,307 90 COUNTY OF RIVERSIDE MAY o rol,,, \ I e APPROVED BY: SCALE_ BENCH MARK: TRACT NO.23�7� few OF I� SFIEE`TS t \\` , r 4u AREA A FILE NO. r \ ` E EET 5 � , \t - RIVERSIDE . CALIF. : .� FOR ROAD COMMISSIONER SEE SHEET NQ I FOR DATE: GATE DESCRIPTION W.O. FOR: F.B. J.N. 10583-A . M SEE SHEET� 8 , \ a j oo� -_ i ; .SIEEi/MPRO(/EMFiVT PL4NS - -J — --- v. / 'Z� _ / \\ \`• / - _ 'tea \ \ \ \ \ \ I ':\ l \ ` / ' I - - i 1 6 ,a1-6/6A/ of OCIOEW mol k' -0L 13 00, OD 5 -� 'n W - 111 � / �' •�' ` '�- � � j � l � �\ �� � � • PQ -Pik 1' 40 d 40 80 12 .= SIL' fiboo— • - -- - ff , \ II �o 1� �� �-, 1 � �\r• \ ��_1 fU1"U/PE &DUAT! IDEA \ \ \� p c, ( .\ � \. 50 -- \ c - \\ \ C� -n �► D �/ —- _- V" r\01 \\ - \` J \ \ \ / BMEL \ ` \ + _ SAsC W/D pu&26 L . M P\ 399 /L ,\ _ _ IL 1 , CUT - ( _ \\ \ A- top l STs ar _ \ 00, !2 •� �A . \ \\ FUTURE'S41, i CC/RB LAVE �1 f i '�? / \\ B L fv --- Z \ 00, 1: •<-: ;` \ - - --- _ 4 =/ •� - 1 QROF�.SSI - _ � l 1 � _ _ . x - \ I s I v GR titG CIA I I 1 r __� SIEE,l EE I kEVISIONS: APPROVED BY: RICK ENGINEERING COMPANY t - `s' CIVIL ENGINEERS:PLANNING CONSULTANTS: SURVEYORS MASS GRADING PLAN ', '�`" 3120 C041CAGO AVE SUITE 100 RIVERSIDE CA 97507 17141 t92 0707 ` �\ ROBERT A. STOCKTON R. - I DATE: S.ig-,A REGISTRATION EXPIRES 6'30-900 COUNTY OF RIVERSIDE mAyp 19 ' APPROVED BY: SCALE: BENCH MARK: TRACT NO.23371 ;F 14 SHnm E `SHEET C � _ �, AREA A - ` \ RIVERSIDE COUNTY CALIF. g� SHEAT NO 1 FOR FILE No. DATE: FOR ROAD COMMISSIONER DATE W.O. FOR: F.B. DESCRIPTION J.N. 10583-A 0 SES l LIM or ZZI - - v , - - 1 t ' - - s ' I -1 -- - 1 i-f90 : � I k t 1 , , 11 - -MB { - - - - - - - -r : _ O - I • , _ - f r r PRO D F/N/SN � GRADE V£R 'P/PE - - -- - - - - , r t / i _- - - / T S Of ! S30 { / 1 1. 00 - - i 1 - S: GRAD NG \ � 04 1160- - - --- - - �- : 7 w - _. TEMPORARY 24�� C.M.P. PROFILE— 1150': - -- -- .T Cb t ._\\ CONSTRUCT ��� �4 SEE SHEET 4 SCALE ::I - 8 ;VERT.: STORhJ - - - - , MIL I"- 40HORIZ. PIPE DE14 ) \ QACC "X 10' y� P ,��. �, o 2 - LAS app .�` f , IV) 0 \_ \ ri 24 GIMP. e ` \ i - - - SES OF/LE MEET I 1 I , - , : . -T 1200--� ' ! IPROPOSICD � R R G ADEM 01/E PIPE: t \ j W t .- -- - -- -- - - - - - - - - - - - �• - t �- —,--- PL - { r- ---- ---- \ Z -� 5ACK146 CLASS � _ \ + 24 :C.M.P. 0.0110 � '� /�_ � - - - - � 230 C.F .- --� ---� - � ��, '�\ - \ ��y`�' - - i� %/ � ,i P- K -: _ - -- = - I _ R/ RAP 1(0 TNK' JJ - �, \ , TEMPORARY 1-24C.M.P. -PROFILE GRaaVNG 9 SEE AT RIGHT SCALE : I"= 81 ' VERT' \ \- r — — -- --- C 3 : I" 40� HORIZ. } o� / A*t SCALE \ \ .f - 1 f 0 4080 X-0 \ IPA �Fo cl c - _SHED 40 - - �'� REVISIONS: APPROVED BY: RICK ENGINEERING COMPANY MASS GRADING PLAN CIVIL ENGINEERS:PLANNING CONSULTANTS;SURVEYORS -"� 1 __--f'\ - - - - - • ` 3120 U41CAGO AVE SUIIE 100 RIVERSIDE.CA 92507 17141 782-0707 ROBERT A. STOCKTON R.C.E_33591— , 0 DATE- S•8.gg RE013TRATION EXPIRES 6-30- 90 COUNTY OF RIVERSIDE MAI'( 9 N APPROVED BY: SCALE: BENCH MARK. TRACT NO.23371 of 14 sti rs r 401 ' SuEET 4 S E - _ _ _ . . _ AREA A 1 FILE NO. ; � ; RIVERSIDE COUNTY. CALIF. /! / FOR ROAD COMMISSIONER SEE SHEET NO I FOR DATE: SATE DESCR I PTI ON W.O. FOR- F.B. - J.N. 10583-A 8 --- - R 12O p LlM/TS - " g.l2i -- - -- 0 GRAD/MGM.W.D. o E /SIT. �p89 -- •g4 70 _ CESS ROAD _ CUTlowWA _ - L1NE R EX. 9� 53 06 08 � — FILL � 480.23 bb - CUT W 0. WAtE 99 EX CO 08 E --- -- 6w53,52T,E ez _ N 57°40�0211E N 53 0 - E Sr. M.W.o- .. 4.00 1'--�� CUT --- �� AC SS RO `.3 FILL 0 1789.13 __-- \7 - �, 3.5 00 9.2 j TS OF GRAD/NG - _ - - �- N p6 / //~ 0)0 7 N5 - --- - 5 799- 18' 05 9& Of 7e r "i 190 --- --- DO i - - / 000 i1 V y I Ila \ I �\ ` ALS• // c, L!/M/TS(O�Fr_GR,gD/A/y - --- _ \ 1 / \`- � \�`. < 0 40 80 i 0 If I � I AX 14 \l I 1 4 \ iw i r �- - - 6 � , a�,F -- - 1 , / / �� ! h _ REVISIONS: APPROVED BY: RICK ENGINEERING COMF%NY CIVIL ENGINEERS: PLANNING CONSULTANTS: SURVEYORS MASS GRADING PLAN 7170 CHICAGO AVE SUITE 100 RIVERSIC7E CA 92507 17141 752 0707 r / ROBERT A. STOCKTON R.C.E 3M S'8 •S`' REGISTRATION EXPtRE8 6 -jO'9O °A COUNTY OF RIVERSIDE 1i APPROVED BY: SCALE: 1 BENCH MARK: TRACT N0.23371 MAY w 19 �F 14 sHt�rs _ RIVERSIDE 00VNTY CALIF. AREA FELE NO. FOR ISD COMM&IONER SEE SHEET NQ I FOR DATE: DATE DESCRIPTION W.0- FOR_ LF.B_ J.N. 10583-A 71 11 \. � ".- \ /. � - S Et roP I , a 1 � / r Affy _ f = ISG GFS CR. -- - -40 4 0 DIDV / 4 1 of � 1 / - ,� ICs 5 / XIS S r '� .- p/ 1 - 1 .011 - / 700A '•�- � � r9CD 1 \ i /L � `��C7 \_v i I II � i , ` � i i - - o a- - --- � I 110 0 , SCAL-E-14.401 I. , fez 24 0 IF GRAPHIC SCALE:RIP ow _� 40 0 40 80 I 0 / Y ' z to cy [J \ / J 00 23371 -5 �'� �� , �► ;; �• L i -_, ,,\ ` ( j of Es hq ' ,f _ ___ � P/s. 1 c G � � I O t ` SHEDo - • i 1vL REVISIONS: APPROVED BY: RICK ENC3INEERING COMPIANY CIVIL ENGINEERS:PLANNING CONSIA.TANTS: SURVEYORS MASS GRADING PLAN � 3170 CHICAGO AVE SUITE 100 RIVERSIDE CA 92SO7 1714) 782.0707 4j� I ROBERT A. T CK N R.C.E. 3 1. 2 DATE: -8•g� REGISTRATION EXPIRES 6-30-� COUNTY OF RIVERSIDE + ! SCALE: BENCH MARK: i APPROVED BY: TRACT NO.23371 1,1AY N 14 sNEr. — o r = 40 AREA A 1 i'i RIVERSIDE COUNTY CALIF, FILE NO. a I I FoR ROAD COMMASIOrWR SHEET N 1 FOR SEE s" Q DATE: DATE W.O. FOR: F-B. DESCRIPTION - J.N. 10583-A 24 I. F�. - '• CONST. CWRTAIN / \ WALL PEA DETAIL - J i •$ \ i' SHEET 14. 20 \� -_ 1 O ' lSF f�dfYC i 4 � I i I I it / - i - - /i i 1I I \ �_- I 1 I it 1 1 - G ADIAZ T _ ET 1 S E R - - - - - Sr/e4/6' , AIL, T y. PEK -----} p- - p 0. THICK 1 rEK !tel .TJ _ P - 1 i I —-t : : _ _ DE o v 9 PPE t Q { r j - - \� CURB UNE r: i --- - ----� - 1240=- cp I I : .BEET - 241' R.0 P -PROFIL- E-- } 4--r SEE AT-LEFT- - - - :- SCALE=1"e 4VERT.: - - - : 1 H T OR1Z — i 5EE (BELOW co - ___ ,/ t � ,,'� ' , , � � (�) • ` ' � ` '; __--- --_ ::-'moi�- - -\,, � - >-1,��--••-- . cock %w = o.o Ixt4 1-9-3 Tf!/CK +,J �,.►` A l _ �. _- - -- , nj LIMITS 4F- - 0 GRADING Q �1 \K K\ --\ dy 16' WIDE Pf WD ' /MT AN gr PfA EN CE � ESS AcC - ' • � `' \ = _ �'- � / - - hiss QrTlpNk /P�� of o ,- - 'A Is0 AIL - / Z I N�. C;i1� of I i / \\ \ 1 (� n •,, I �^ � )�� EJB U6 30�Q, . ` . / ' / ` � �� � ,, __ �\ Z /' clvo I F / - / _ MOM . \ SCALE : ( = 40 REVISIONS: APPROVED BY. RICK ENGINEERING COMPIANY ' �* _ MASS GRADING PLAN GRAPHIC SCALE: CIVR ENGINEERS:PLANNING CONSULTANTS: SURVEYa1S- ]�?O CHICAGO AVE SUITE 100 HryER51UE LA 9?507(7ul 182.0707 tROBERT A. S OCK ON .C_E. 3 �� 13 4 0 40 ' 8020 DATE: REGISTRATION EXPIRES-90 COUNTY OF RIVERSIDE APPROVED BY: SCALE.- BENCH MARK TRACT N 0.23371 MAY ~ ' o>F 14 sHEETs _ r 4d- ---- - --_ ' RIVERSIDE COUNTY, CALIF. AREA A FILE\ NO.� - -- FOR ROAD COMMISSIONER SEE SHEET NQ I FOR • DATE- DATE DESCRIPTION W.O. FORB- J.N. 10583-A \ F to 7YP/CAL LAtbUT noenMd no. Er+d*, W/OUT W/E�P e 5 P/LL WAf D NOTES F � shelle. Ss560-C-3750so TyPiCgL �A vovT w/ 1. cen�►. t( J Exposed cornett to be chemlered 3/4". SECTION C-C W/Fe A/O. /2/0 STEREL PA KWAYNO.4 RER 4'' /�,' y ,✓ ; y, �`' J �l. GRATE WTO.C. EACH WAY'- 150 L.B.S. D v 000o t �+ W F1_D ALL 00000 SLOPE ER PRAM c S5/A/455 o 0 0 0 c >, R P I nlcx wECD Gk47E'TD SINGLE 3/qE OF R/SEK 0 A a _ BRoo�s /PX/z" BEWORE6aie6c DE3/LnA/G B43/N ouTLEr C4 TCH f— 7D TYPE B OR TYPE D D/TCN ' B4�/,1/ ovc�sroE L-o.. 1.•0.. 4.•0.. �•-a" .45 1. ; , G+. - 6" 4" 4•• 5''u" s3 /� i StQrrdp�pe PER )—LA A/ 9n 1' I" 6" 0" ;, ,� Weir and spillway 1.5+ `. MAX. � � MIN. A CMP ��• I - 1•. e••a•' -- ' — --- - seCrlON A-4 V TOP GRATE 50T-7-0m o f �x TO r c Oil/ ��EEP FORMED N jQISE�f pEQ PLAN SINGLE PIPE Basin Outlet S(i4-C-3�'7 ELEVATION 8"A.C. P. R/S E iQ CONC Rfi T E STAND PIPE DETAIL AT TEMPORARY C.M.P. STRAIGHT HEADWALL �`'c," — --- - - --- Q TYPICAL DESILTING BASIN r-A&p N.T.S. 3"/e G4uGE N.T.S. !i 0 ni P. V"C. P/pE VZ"� 64LV/W/ZED W 61ZE PER PL-AA! NUT WIP1rE 64yRE TOP OF r/.SER �R PLA DETAIL OF SEEP RING WASHER TP PEEP PL Al SECTION EE 4, BROOKS BOX CATCH BASIN DETAIL (PIPES DEEPER THAN 36") -_______ /SER D/A. N.T.S. t.0' I l.0 \ _ r I .fl S/en0pipe-Merd 04 bots •A N.T.S. } \ 5----� ' F 6-across top e,pipe 3" w M E Tis �-e COit/C,. ANCHO/P BLIJCK we+►•svr l+.er ''�,�,o Standpipe-18'Cw.p W►rn r o' S'juin. ELE✓. PER PrAA/ rd \ Eley dmr" /IZ'o CALVIAitIZED T= W C/r E_'s yI► Z"perroralions �'VJ lurr length above G.L \ j o T/E L�(1/A! (TYP.) �' I (�!L = t \ 12 nun i.t Dike 95 X Convorrron `4 `` NO. IZ/Z STEEL PXMWAV ------ �_ ,� I T PER PLAA/ �' me Mail 'r o �� - v' D Z B-t_,rl.P, ore (V Co RATE WT. -/50 L BS. - --- ---- ---------- 3 GL Slove 2x loin. l pulp , !V T ' ' _ ' ' - _ o� Gunrrs Seep Ring-nor revuwad + r 'V p 10' ------ -• ------- ----------- g Curort wou ei►n unire Spillway Fes' 'f t SL oPE PLAN •--- PC C 560-C- 3250 N re'c�cP ,� o Y g E/p PSA✓ �• gLDPE P� mow or a aft"al __y er, c SEE CONC�PETE AArMOR ' BROOKS 1Z"X!Z" QUTLET P/PE P{!C. 4' D/.4. h/� 4 N r y�+' PinN 0 6RAYFL STAGED / l*y BLOCK DE7,4/L ,. d CATCH BA5/N FACE ELEVATIION SIDE ELEVATION (Z'M/N X Z'M/IVX 15 N/6'yJ offA �2/ SECTION D-D k PLAN'-BASIN OUTLET DE AIL CURTAIN WALL E dv o 0 o PV.C. P/PF_ - -- -- N.T.S. rr M a x rb eE -SIZE PEP PLAN , mud 7EP Fv MED oN �1T� T �,•� eanaae R Channel f t L_Z' MI11/ o or w KO min. • �, i \ � r BROOKS BOX CATCH BASIN DETAIL C,SG4NNEL e. (PIPES 36" DEEP OR LESS) " 3i ��► i6 6 m N.T.S. Z40. 6' zo or zip F D/SPECT/LK!' J -me- '� 36" JZ" G� FLON� � y RIP_ RAP DETAIL f� ' • w16"X 6" 10 GA. W W. F. (M�SH� N.T.S. WATER SURFA4CE PER PLAN ti '' CONCRETE ANCHOR BLOCK DETAIL sr a �•�. ' _....� OL 4 lin l N.T.S. s`MiN LINED DITCH DETAIL 4 - N.T.S. �.z��N� 6" w=24" �, CHANNEL BERM DETAILt_j MIN r l" N.T.S. d L r " r " — l gll, �laC'1000 V 6 £ TY)WE D L/WED P �L� _ �" r ��t� - a ' D/TCN PER�A/ 0 3 Mix T 61 CUT OFF WALL � DETAIL LAKE GRADING _ N.T.S. " .� 1 iIPMO�PRE•C N.T.S. H=I2 l/NLESS Pr. . SPr.AsNWACL r /� o E.C. D/rcH OT,yERW/.5E /VOTED H R'-40 M e r ON PL 4416 N N Po/A/T OA/ _ R-40 M/N " f 1 :;�:I:-: ae 3 A B� H'//�5 6d � � ARMORFLEX itl'1/Cfit�R 4 SOW Di7CH 0 B C D/rrN� I B.C. D17Wf sTUCC1D NETT/416 �/✓l x/f� �PER MANUFiK'7URERS RE/NfORE/yEA/T - SPEC/F/CAT/DNS E D/TCN h ? \ � �-B .LINE DITCH (TYPE �Puu o F N.T.S. F►'RE ASN DE7,4/G TYPE D'L/A/ED RC C. SPY AS/t/6VALLS t • _ "' � i r, �Q PER DSR.4 Lf/W.4LL p1TU/ > R FL'4�l/ SEE D�E7A/G AMC.' /NG�i:ArES fLE1 .8/+17117i� 5 Ll f ' /O' L�PEEP } P.C.C. S P L A S H W L L B c o�rrN� cw R.4rVS�TYP/G4L� Fit 3TER Nht BO,C� R�!/V f�'d�t/ A." ofwTLr�E sr,PEEr _ _-_-- T Y P. LINED DITCH JUNCTION 6 �/ 6 FILrFR�aeRicoR — v,� W� �r,�,v N.T.S. EQu/1//LEAJT alp TYP LINED DITCH CURVE (2 OR 3 - DITCH JUNCTION) • �[oq� ,r��,ES AUN NFL�X hkrkor'/0 t 1-.��i O,e - -- - - - --- - - - - - ---- ---- -- _ �,�,Pi T �coioE CE OA/ �t/TL�iPPL� , N.T.S. N.T.S. MAA UFA[77l,CFRS `J �4 SPECIF/CAT/0415 ai s� �s HEL/X ANCHOR JO SECTION '�`A—A" 75' 75 OW CENTER PER \ \ Z5' 2 co 59 3"470-C-PY>�10CLLtC. N.T.S. : MANUFAC TUREPS I ExP 06 3P 90 Ole.3',4,61N 0,116� 1 �\ w .STY= iVE1T/NG�/%�t /%�"� SPEC/F/CAT/ONS �Y AUN 1 ��,� c � TYPE D LINED DITCH oI -- ---- �l` . 1 ca N.T.S .. Y DETAIL INTERCEPTOR SWALE REVISIONS APPROVED BY: RICK ENGINEERING COMPANY � TO BE CONSTRUCTED 100' INTERVALS C VR.�».1MaS:PANNING 00NSui.TA� : SURVEYORS MASS GRADING PLAN � E4 Jl?p G+t1UG0 AVE k TE 100 RIVERSIDE c+ e2snt 1714,►eaaro + s REGISTERED CIVIL ENGINEER NO. WHERE SHEET GRADING EXCEEDS /. 5 % si - DATE: S-•$ -$S REGISTRATION EXPIRES 6-3/7-9 COUNTY OF RIVERSIDE ' - - --N.T.S. - --- --- F6 �(,' APPROVED BY: SCALE: BENCH MARK: iA�fY 193 TRACT NO. 23371 of 4 sHEE!S kr SECTION B AREA A ; RIVERSIDE COUNTY, CALIF. FILE NO. FOR ROAD COMMISSIONER SEE SHEET NO. FOR I�LTS. DATE: DAA DESCRIPTION W.O. FOR: F.B. J.N. 10563-A