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HomeMy WebLinkAboutLot 22 & 25 Precise Grading CIS G ADING AN GENERAL NOTES 1. ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE APPENDIX CHAPTER 33. AS OT AN NO16062AMENDED BY ORDINANCE 457. ' 2. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 3. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT PROPOSED VAILRANCHV AND OAT STO AG DRAINAGE STRUCTURES TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO a PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES. 4. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. ► E"ST 5. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED F t, ► OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. 7COUNTY OF IV SID . MAXIMUM CUT AND FILLSTABILITY CALCULATIONSSWIO HE A FACTOR OF ATLEAST N ONE AND FIVE TENTHS (1.5) SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE BUILDING AND SAFETY DEPT. CUT. ar.� FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. RO" %y gTA L3 8. PROVIDE 5 WIDE BY 1► HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL ""§ PROJECT SITE �- SLOPES OVER 5' HIGH. 9. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG 9 ` TOP OF CUT SLOPES. C' ? [71KT.G!� �� WEST LOT 24 10. MIN. BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1% IF CUT OR FILL IS LESS THAN �H EXIST. EARTH Mrrwhrr� *4� (VACANT) 10 , 2% IF CUT OR FILL IS MORE THAN 10'. DRAINAGE SWALES SHALL BE A MIN. Ove Y. �o STOCKPILE OF 0.2 DEEP AND BE CONSTRUCTED A MIN. OF 2 FROM THE TOP OF CUT OR FILL SLOPES. alE. p S-Ip,TE F 51NJNU'` Air sly 11. NO OBSTRUCTION OF OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. w FOR PP16062 > - 12. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, � 4 ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. PKw"Y 13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 0 1/2" PER FOOT FOR A MINIMUM OF 3 FEET. �'•b '�' �, 14. CUT SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT AND FILL SLOPES L pEE� "q-4ow WAY _ OT 28 EQUAL TO OR GREATER THAN 3 IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS (VACANT) OR GROUND COVER TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN '. ACCORDANCE WITH ORDINANCE NO. 457 PRIOR TO FINAL GRADING INSPECTION. 15. EROSION CONTROL: ALL SLOPES REQUIRED TO BE PLANTED SHALL BE PROVIDED WITH ROSEA ICE (VACANT) « PLANT(OR EQUAL)GROUND COVER AT 12" ON CENTERS. SLOPES EXCEEDING 15' SIN VERTICAL HEIGHT SHALL BE PLANTED WITH APPROVED TREES SPACED NOT TO EXCEED 20 ON CENTER VICINITY MAP OR SHRUBS NOT TO EXCEED 10', OR A COMBINATION OF SHRUBS AND TRESS NOT TO EXCEED 15' IN ADDITION TO A GRASS MIX ' OR GROUND COVER. SLOPES EXCEEDING 4 IN VERTICAL HEIGHT SHALL BE PROVIDED WITH AN IN-GROUND IRRIGATION SYSTEM. NOT TO SCALESLOPES EQUAL TO OR LESS THAN 4', MAY BE IRRIGATED BY HOSE BIB LOCATED AT THE TOP 29 OR TOE OF THE SLOPE, SPACED TO MAKE USE OF A HOSE NO LONGER THAN 50' IN LENGTH. THE IRRIGATION SYSTEM SHALL BE PROVIDED WITH AN APPROPRIATE BACKFLOW DEVISE PER U.B.C., CHAPTER 10. 4', 6' OR 10' WHERE SHOWN _ 16. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE Z z m FOR 6' & 10' WIDTH PRELIMINARY SOILS INVESTIGATION BY THE SOILS CO. DATED JUNE 2,2000. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE 560-C-3250 BUILDING AND SAFETY DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN 4' PCC PAVEMENT a: P.C.C. a: 4' PCC PAVEMENTLOT 29 RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE Li X :o w CVACANT) WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. Co o b" .�--- 17. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOILS FOR FULL SUPPORT. ° PREPARATION SHALL BE APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. INDEX MAP-- 18. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND CLASS IIWHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1' DEEP. 6 BASE MATERIAL SCALE. 1 =40 � 19. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ON FOOT. lk7MID a'lr1/A10 20. A SUITABLE QUALIFIED AND REGISTERED PROFESSIONAL SHALL SUBMIT TO THE RIV. CO. BUILDING & DETAIL "A" 40 20 0 40 80 1 I SAFETY DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE GRAPHIC SCALE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE ELEVATION AND LOCATION � OF CUT/FILL SLOPES. CONCRETE RIBBON GUTTER DETAIL ! ..� �------ ----------- ............. ------------- --------------- ------------- ----_--- 21. A SUITABLE QUALIFIED do REGISTERED PROFESSIONAL SHALL SUBMIT CERTIFICATION OF BUILDING PAD NO SCALE ELEVATION WHERE SPECIFIC ELEVATIONS ARE REQUIRED. THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND S I T E P I A lu SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL 3• 6" TO 9" CURB AS SHOWN ON PLANS F.s I F.s CONSTRUCTION NOTES & QUANTITY ESTIMATES BE GIVEN. EROSION CONTROL NOTES. 22. A SUITABLE QUALIFIED & REGISTERED PROFESSIONAL SHALL SUBMIT TO THE BUILDING 1. IN CASE OF EMERGENCY, CALL MR. GENE DILUIGI AT (714) 632--1331. <'1 ) CONSTRUCT 40 PCC OVER 6' AB CLASS II AND SAFETY DEPT. WRITTEN CERTIFICATION OF COMPLETION OF FINAL GRADING N 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE IN ACCORDANCE WITH THE APPROVED PLANS FOR ALL GRADING DESIGNATED AS 6~ TO 9" 3 CONSTRUCT 6' TYPE 'D' CURB PER R.C.T.D. STD DWG. NO. 204 "ENGINEERED GRADING AS SHOWN ON PLANS MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ". ALL NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE 4 CONSTRUCT 6' TYPE A-6 CURB PER R.C.T.D. STD. DWG NO. 200 23. THE CONTRACTOR SHALL NOTIFY THE BUILDING & SAFETY DEPT. AT LEAST 24 HOURS 4" CONCRETE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN 15 IMMINENT. 5 CONSTRUCT 3' DRAINAGE CHANNEL PER DETAIL 'B' ON SHEET 1 INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR DETAIL `B~ 3. DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT EACH LOT. THE APPROVAL OF THE ENGINEERING DEPARTMENT. 6 CONSTRUCT 4' RIBBON GUTTER PER DETAIL 'A' SHEET NO.1 4. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT, TWO DAYS BEFORE YOU DIG 3' CONCRETE CHANNEL PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE 7U CONSTRUCT 35' WIDE CONCRETE DRIVEWAY PER AT 1--800-422-4138. (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY RIVERSIDE COUNTY STD. DWG. NO. 207. N.T.S. PERCENT (40%), <8) PAINT 4' WHITE SOLIDN PARKING 5. AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE LIE P AR I G STRIPPING, BENCHMARK REMOVED FROM CHECK BERMS AND DESILTING BASINS, 9 PAINT 4' WHITE CROSS HATCH PAVEMENT MARKINGS. (SEE ARCHITECTS PLAN) ENGINEER'S NOTE AND THE BASINS PUMPED DRY. 2 1/2" BRASS DISC IN CONC. CYLINDER 2.4 MILES 6. GRADED AREAS AROUND THE TRACT PERIMETER MUST 10 INSTALL WHEEL STOP. SITE ADDRESS DRAIN AWAY FROM THE FACE OF THE SLOPE AT THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY SOUTHEAST OF HWY 79 FROM INTERSECTION OF MAIN CONCLUSION OF EACH WORK DAY. 11 CONSTRUCT PERIMETER CMU WALL. (SEE SECTION B-B) FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. WOLF STORE ROAD (PRIVATE ST.) AND FRONT STREET IN TEMECULA 53.5' SOUTH OF 7. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE 12 CONSTRUCT 6', 10' WIDE MODIFIED CONCRETE APRON PER RIV. COUNTY STD. 209-A INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL TEMECULA, COUNTY OF RIVERSIDE OF CENTERLINE HWY 79, 32 EAST OF GT POLE (GT 2453) NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND THAT THE 300' EAST OF PRODUCE STAND MIDWAY BETWEEN P.P. 75580 ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS 13 PROVIDE WALL OPENING 3' WIDE x 6'' HIGH TO MATCH CHANNEL OR GUTTER CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS LEGAL DESCRIPTION CONDITION. FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE AND PP 75581 ON LINE WITH OLAD FENCE LINE RUNNING 8. SANDBAG LAYOUT SHALL BE INSTALLED AS SHOWN PER PLAN 14 PAINT HANDICAP PAVEMENT MARKINGS OF WORK ON THIS PROJECT, EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE LOTS 22 AND 25 OF TRACT NO. 23172 N. & S. SET FIBERGLASS WITNESS POST 1' SOUTH OR AS DIRECTED BY THE COUNTY INSPECTOR. OF THE OWNER OR THE ENGINEER. AS SHOWN BY MAP ON FILE IN BOOK 251 PAGES BM NO.: T-1-81 21 CONSTRUCT CONCRETE WALL (SEE SECTION -B-B) 94 THROUGH 99, INCLUSIVE. OF MAP IN THE ELEV.=1026.428 (1981) LEGAL DESCRIPTION 2 REMOVE EXISTING CONCRETE APRON & JOIN 24' RCP TO EXISTING THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN OFFICE OF COUNTY OF RIVERSIDE ON THESE PLANS ARE OBTAINED BY A DILIGENT SEARCH OF ALL AVAILABLE RECORDS. STATE OF CALIFORNIA <21 CONSTRUCT 24' RCP THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES SHOWN OR NOT SHOWN LEGEND LOTS 22 AND 25 OF TRACT NO. 23172 2 CONSTRUCT COMBINATION INLET CATCH BASIN NO. 1 PER R.C.T.D. STD. NO. 301 (W=7') ON THESE PLANS. AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO APPLICANT & LANDOWNER DENOTES PARKING STALL NUMBERS AS SHOWN BY MAP ON FILE IN BOOK 251 PAGES 19 REMOVE EXIST. BROW DITCH. THESE LINES OR STRUCTURES. 14 EUGENE J. AND SUE A DILUIGI 94 THROUGH 99, INCLUSIVE. OF MAP IN THE 861 E. NEWTON LANE DENOTES CURB do GUTTER OFFICE OF COUNTY OF RIVERSIDE 2 REMOVE EXIST, APRON AND JOIN 24' RCP.PLACEN TIA, CA 92870 STATE OF CALIFORNIA 2 ADJUST EXIST SEWER MANHOLE (PROTECT IN PLACE) SOURCE OF TOPOGRAPHY PHONE. (714) 970-2224 DENOTES CURB (2j EXISTING 8' SEWER PER PHASE 3 SEWER TRACT 23172 (PROTECT IN PLACE) EARTHWORK ESTIMATE <3O) EXISTING 4' SEWER LAT. PER PHASE 3 SEWER TRACT 23172 (PROTECT IN PLACE) AERIAL TOPOGRAPHY BY PACIFIC PHOTOGRAMMETRICS DENOTES PERIMETER WALL FLOWN DATED MARCH 16, 1995 CUT ------ 4,320 C.Y 31 ADJUST EXIST. GTE MANHOLE TO GRADE FILL -------- 6,510 C.Y DENOTES CATCH BASIN IMPORT ------ 2,190 C.Y 3 ENTRY / EXIT GATE (SEE NOTE ON SHEET 2) L 10 99/up 4p Underground Service Alert REVISIONS SEAL: COUNTY SEAL: pAp�Ess/� PREPARED BY: SCALE COUNTY OF RIVERSIDE Cal: TOLL FREE yQ Megaland n Assoc, 1 w ARTURO M. BANANAL , ARTURD M. BANANAL Horizontal PRECISE GRADING PLAN _______oF 284ei Rancho California Rd. PLOT PLAN NO , 1 00 No. 3617 CIVIL ENGINEERS PLANNERS softs z01, Temecula. ca. 9z'S90 R.C.E. NO. EXP. DATE 6-30--04 Z27-"ZGQD s-3o-o4 ARCHITECTS . SURVEYORS Phone: (909) 895-55842 # Exp Fax: (909) 695-5084 APPROVED BY: PROPOSED VAIL RANCH R.V -- - CIVIL Vertical SHEETS TWO WORKING DAYS BEFORE YOU DIG (IFCWF N/A tq � RI RSIDE CO., CALIF. FOR TRANSPORTATION DEPT. AND BOAT STORAGE DATE: a 1 - - LOT 24 EXI ST. G.T.E W NOTE :• TIONN �STA PROP. 30 SEWER EASEMENT , - 3 o t � � n 0� FOR OFFSITE CONSTRUCTION CIN GEORGE CUSHMAN, SEE COUNTY CAUTION ►- �` cn as t� Q r' �• OF RIVERSIDE STREET IMPROVEMENTS PLAN 904T, SHEET 1 11A OF 23 Q. � 04% EXIST. 8" Q w �'-' w C3'` SEWER PVC SEWER z z ~ fi' PARKING PHASE 3 ALL , o to i I 3 MASONRY W • FACE OF EXI T. __..__. ' �1 /N72-I �� �' z x is 34 w TRACT 23172. oA '�'� E ST. 6 '� w w 5 ' SETBACK �, CMU WALL _ �► -_ 4' ry ro �� '� q�• 'yo °S $ .„ ..._.. P (METER G �• �• ro ��' 2 9k 1 PL �,` k rn• 229.30 Qj °��• �`4' C do G ti �' '� �W 3 �S T °� � 11 Joh' /7N72'45 08 E �Ck U WALL 'L � EXI. - g� o G� 2 F �° i 29 (P OTECT-IN-- - �' f 1 ► iASONRYP CE) / 2 •1�,� EXIST. � 5 08 EM �� 1 rWHEEL STOP .._ W LL, . _... 1 °,` ---- -o.50� . ... .. _ . � � ► 1 .. i ' , CAUTION 87. I � '' i � ,_ .�_ 1 ; i � EXIST. 8” EXIST. F.S. > > _ 8 25 [ f i i 4�p� PVC SEWER 4 PCC PAVEMENT .55 1 I i 1` a 1 ` 28 2' / C $ ��_ .. 0 I 1 WR OU C•S• �• r It ► 11 Shap f ? s o F i. I ON FE LING PC "N LOTw! SEE A HITE MENT AR A 7 } 4 0.5X r : i i 6 .,. MINIMUM( 8 ; 1 40 O t t i l r --,r-• 5 yI : ,i 1 n� 1 O. V A C A N ry" CAU 11 ti ► l' •.r-� �, 1 r 86 8 F��•� ' t r ' 3 EXIST. `° PVC �'` ... � � i w3 ' ,• ,, ..r 1 f 1 � 1 ', �,. �> » PVC S WER ; .� 1 - 1� ��'' ��•r'f I i i 1 � 1 i t 1 '� ( I ( 1 I �,,,...r� �.r I '�• 51 B j r• .I' .r' ,r• i w 85.98 , r- 1 1 i y l �.....•.� _ .�'-'`-' . SECTION i i 1 ; .� _ :., ! I 10 GTE �, r I lf} W..•--A A 1 , 1 EkIS r r, �. 1, 1 S �' 4 21 l i ti Ca z n ;�, -�� - 1 T +� r '1 1 I N.T.S. i r \,0 _ ,. - _ SE ,_.,.• ON ' _...•, i _„�, I MEN I 1 i .i � � �..:. -� 1 1 1 N m _ ._._ - 10 R 1] 12 / r ► g F � � ' _ r Q I �``� TTE M ! '� i i 1 EG. RIBBON i 8 GU R �--�8 Tr '""rr i •/ �' �' "-•-,.. � •11°� 'rf11 f ' I ell, 2 �� ii ;s` r ' ► GUTTER i < 1 1 • ,. ... .. V S „ i ;�i I 1 � II � G U 1 i I i /t � r•- r' ,r'• �" �O S 1 1 ( o .�.. .,.. �h w � .,y ;.- sb _-._...- -- �-w_..�. _ - ,, ►i i ! ',� 56.95 F.L r^ ar . r J.. . • ,ti t 1 V t r ^" `'� I ♦ t & WALL NOTE 1 0.50 __ ... / , ' • 1 l4( ' �� <' r, rrr" F M i t '� 1 �� ' + t �I� 1 \ 17 '' �]O '� V �� ,•� fA ! r r'r r✓~ PERIMETER WALL WILL BE EA\ H U7 CONSTRUCTED WITH `'.�, ► 1 �r�,, 1 R V S J © A c e, T i ° i ► 7.0 I t 95 .--_ �,. r-''� r , j ; i , ®► 32.0 , 1 r , 6 SEPARATE PERMIT. OR �� I I I r .s ® , r�r PARKING 3 PARK i I c• ,� :,. ,r �- I �, �. �, �� ; '.,� 4 SETBACK SETBACK 20 i i ,``� r �' 4`� o ��` `� h O ��' I o `� `� �' , '; + • fi `� �o �� r�k ,.10, ;- .� '' 21 " . ! I � l � � 'f,r � �1 " � � � I '� � L � � � t � 1 0 1 1 1 • �• r� r PERIMETER i rr I 1 •� 0 1 �O 1 1 A �, 1 (7r • PARKING s _ ry ,� � 0 3 PARK ` CON C. WALL 1 o I fi i, .9 .. ,� . ,� � � � \,. 3 �.° '; •.. 1� �� i rI . � 1 rte' r , o ,,,, , y , _ _- - r• .�: X ..� SETBACK j (9 TO 12 HIGH) ��: ��,,._�,. ,c� .1 , , G f I: . __ 1 1 1 88•# ,. ;- I M S, , _ . . n .43 1 1 '� �C X11 1 I FS SEPARATE PERMIT :. 8 .S � y Tc 4G' +, 11 ► ' :, - _,,_ 1ti1 r , � � / � .r -- •1 1 1 10"I �]• / t [i i % err. • • ' /" +,'� F 'y �� VUR ,.l• r.. .✓ .✓• ;•:./ �✓ .. ,..,• `' - I 1� i i 17 ra 1 i , r rr �f• 1 ` 1 WHEEL STOP � ' 10 �� r7 -- '� i ; r-' rr ; r.,'1; •'�.' W ",� '� 1 �+ I EXIST. f 'Q ,� .'� l � 3 r r? FI i 1 .-' ,-- ',r ,;rr rr, r✓ :°,rte`;5�' w'' ti RV 1`IG I • P • V J ( l 1 1 r y n- 10,M__ .,� r \ 6.2 � I I •.a4" PCC PAVEMENT 1f c�6 _� 1�b 5 _ _ 86 p8 2 0 ; ► 1 , [yr . @Do I r� 9 85.33 F' ITER N .......w - ► 4 v.� �'� ,y, . 1}.., 1 7 rj Q " r'rr,. r' ', 1� �! \ ,�C' O I �o "� .r ',�'` R1BB,O�`I' GU __ .,... fi fr'r;.4 ",- 65 1 ! 1 ► NMIr ?• M ' - ,•..f.� 91 �� 1 3 4 ( � 4 ..��� 1O ; �p( i I i @5 7 I 1 ` `' o _J• �,. f 'Y`?' 1 � r-r i l "r �. ;r , i f r • . St. + .- �p '� ,`G 9 1 h Q1D ` '• •`' • � � % �ry ,..• � •.. .... V� �� ' ��• O < ��r ,r' V � � � ti r J r 'y A �~1 ry ,�'r / • �� �� V `�O� 85� "7 0. .. . ...... L C� A VA 5.0 z 1�� ..ter ,,- O � ro•ro- 86 � I ; 5 1•Q•; ' 1( � � �'� ' / $ J• MINIMUM �" ,.-'.r''.- �° o S 16 -= r ,' 1 9 I S p '1 TW . .' r•� •8 T , r 8 a ' '-" �� 87.30 FS � '�;-•._ �,'.�. r •„ 1 `'� � 6 S ( .• OI N � tib` �S' + w c n r xI ` o ox 21 ► — � SECTION 9913 - 1399 '�� ` F E •s 411 95 N.T.S. 9s 10 5 AZ* . 3 —A, r'S 2 .'�� ��. 11-= �� �o s T 4 . S 2 �c r w� O S-6 x �. f� `V p�'a ]� ,�o `� ` �Up7 `S .`� � 1 1 e to 10 \`' M -rox �`' ---- V e I�(]�� �(`, 4 993 TILT + o� 4� �� CONSTRUCTION NOTES : 0 1 4 .,-- 9 4 - CP ��. ---� » A�_ 4 Q S R 1 v fi 3 S 35 _, -r � 0� 04!5S12 �.5CONSTRUCT ".' �� �`� � $S• 03 �J ��\ �- -�� ��� � R¢3687.88 ��• ry'S 1� O STRUCT 4 PCC OVER 6 AB CLASS II47 � � FL 85.62 ��� Vo a�� L>�314 3 CONSTRUCT 6 TYPE D CURB PER R•C.T.D. STD DWG. NO. 204 9 01 oox•31 S t^ �1 ���o' 157-360I 4 CONSTRUCT 6 TYPE A-6 CURB PER R,C,T.D. STD, DWG NO. 200 � S p °o 0 9S N� TILT-UP � 85 'r LI OF I 0- I - 5 CONSTRUCT 3' DRAINAGE CHANNEL PER DETAIL 'B' ON SHEET 1 13 •`� 'C� �� Q 4� W ��h 51 . VAR. 6 CONSTRUCT 4' RIBBON GUTTER PER DETAIL 'A' SHEET NO.1 P. ^� I 7 CONSTRUCT 35' WIDECONCRETE DRIVEWAY PER 2:1 5 S EXIST. s" A•C BER 4`1 �-o�. CO -r RIVERSIDE COUNTY STD. DWG. NO. 207, � �1 ��� �K � 50 8 PAINT 4" WHITE SOLID LINE PARKING STRIPING, ,fib 1 ph hh `• Loi• 9 PAINT 4' WHITE CROSS HATCH PAVEMENT MARKINGS. (SEE ARCHITECTS PLAN) MATCH EXIST• CS° l- _ - NF_ o ° - 49 10 INSTALL WHEEL STOP, FLOW La `'� ,��• M 11 CONSTRUCT PERIMETER CMU WALL, (SEE SECTION B-B) 8 AIV 12 CONSTRUCT 6 ,o 10 WIDE MODIFIED CONCRETE APRON PER RIV. COUNTY STD. 209 A .� -I........... Aad � (SEE DETAIL 'A" ON SHEET 1) WOLF •"� -----�------ 13 PROVIDE WALL OPENING 3' WIDE x 6' HIGH TO MATCH CHANNEL OR GUTTER 47 - ------ 14 �.___. 14 PAINT HANDICAP PAVEMENT MARKINGS CONSTRUCT CONCRETE WALL (SEE SECTION B-B) �.. : � - .. ..._��_w_' _� -� NOTE : REMOVE EXISTING CONCRETE APRON 6 JOIN 24 RCP TO EXISTING f.� _._ _ - --� 2 CONSTRUCT 24' RCP ST• A,d CURB �:,�� __^ _�___. __�. .-- E �" 1. GATE MUST BE A MINIMUM 24 FEET IN WIDTH, AUTOMATIC �4 CONSTRUCT COMBINATION INLET CATCH BASIN NO, 1 PER R•C,T,D. STD, NO, CB301 (W=-7') _ �.._.- -�•�'�` AND/OR MANUAL WITH A RAPID ENTRY SYSTEM(S) _._~/ _W _ _� _.- -�-- 2. ABOVE / UNDERGROUND FUEL TANK, WASTE OIL, LPG AND REMOVE EXIST. BROW DITCH, CHEMICAL TANKS WILL NOT BE INSTALLED ON-SITE REMOVE EXIST. APRON AND JOIN 24' RCP, EXIST. CMU WALL ( top/d*8* ADJUST EXIST SEWER MANHOLE (PROTECT IN PLACE) 29 EXISTING 8' SEWER PER PHASE 3 SEWER TRACT 23172 (PROTECT IN PLACE) P'L Underground Service Alert 30 EXISTING 4' SEWER LAT. PER PHASE 3 SEWER TRACT 23172 (PROTECT IN PLACE) z Z775-1lim- 31 ADJUST EXIST. GTE MANHOLE GRAPHIC SCALE Coll: TOLL FREE 3 ENTRY / EXIT GATE (SEE NOTE HEREON) i PROP. WALL 1 -800 3 CONSTRUCT DECORATIVE IRON FENCING » �� 227-2600 D ETA I L B 34 INSTALL STREET BARRICADE PER STD, DWG. NO, 810 ( D1 FM 1"=2• 3 REMOVE EXISTING IMPROVEMENT 1 tncb too & TWO WORKING DAYS BEFORE YOU DIG Underground Service Alert REVISIONS SEAL: COUNTY SEA QRnFEss�oN� PREPARED BY. SCALE' �oMegalandOUNTY OF RIVERSIDE ��� F Assoc,ssoc 2 Coll: TOLL FREE OWNER ARTURO a• BANANA 2848, Raxaho C is R& ARTURO M. BANANAL ,Horizontal PRECISE GRADING PLAN of CIVIL ENGINEERS PLANNERS su><ee soy, r.. �co. atasa —$00 No. 36117 ARCHITECTS SURVEYORS Phone: (909) 695-5584 R•c.a. JVo. seg tr7 axP. Ara : e-so-o.� /„ r 2O• EUGENE J. AND SUE DILUIGI Fax: (eoa) eoa-aoa4 PLOT PLAN NO . 1 227-2600 861 E. NEWTON LANE * Exp. -�-04 APPROVED BY.• vc,•tica! 2 SHEETS .'F'`'- PLACENTA, CA. 9ze�o PROPOSED VAIL RANCH R-V TEL. (714) 970-2224 `plgjf CIVIL ����, RIVa'RSID CO., CALIF. ,�''oR TRANSPORTATION DEPT. NIA TWO WORKING DAYS BEFORE YDU DIG OF C�� � AND BOAT STORAGE DA TE. -- -