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HomeMy WebLinkAboutLot 25 - Precise Grading I GENERAL GRADING NOTES CONSTRUCTION NOTES G ADING AND SITE PLAN FO - ��+NIl11LS ■ ' . � ALL GRADING SHALL CONFORM TO THE UNIFORM QUILDING CODE , CGCONSTRUCT 3' A . C .AOVER NATIVE 10 491.8 SF CHAPTER 70 , AS AMENDED BY ORDINANCE 457 . _ -_ OCONSTRUCT TYPE A- 6 CURB AND GUTTER PER RIVERSIDE COUNTY / L. , F 2 . MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE - 17. STD . N0 . 200 (6 " C . F . ) 480 IF CUT OR FILL IS LESS THAN 101 , 2% IF CUT OR FILL IS GREATER THAN 10 ' . DRAINAGE SWALES SHALL BE A MINIMUM OF 0 . 3 DEEP AND 3O, BE CONSTRUCTED A MINIMUM OF 2 ' FROM THE TOP OF CUT OR FILL CONSTRUCT TYPE D CURB PER RIVERSIDE COUNTY STD . NO 204( 6" C . F . ) 3,000 1./ - MAXIMUM _Q 4O CONSTRUCT 4 " P . C . C . CONCRETE SIDEWALK ' 3 . MAXIMUM CUT AND FILL SLOPES - 2 : 1 (UNLESS OTHERWISE SHOWN) ._. __ ALL GRADING D 5 . CONSTRUCT CONCRETE DRIVE APPROACH PER RIVERSIDE COUNTY 4 . SHALL BE DONE UNDER THE SUPERVISION OF A O COMPETENT SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS O STD . NO . 207 104 S BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION I O 6 . CONSTRUCT CONCRETE CURD IWLET CATCH BASIN W-3 . 0 ' AND GUTTER DEPRESSION CASE B PER RIVERSIDE COUNTY STD . NO . ' S 5 . A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE BUILDING AND � N z6°000 ' 0' 300 AND 311 S E SAFETY DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN 21700 _ _ 7O CONSTRUCT 4 ' WIDE CONCRETE CROSS GUTTER PER DETAIL 1 ON SHEET 6 OF 6 460 Sr PRIOR 70 ISSUANCE OF THE BUILDING PERMIT . CERTIFICATIONCLUB HOUSE _ - ti � SHALL BE TO LINE , GRADE , ELEVATION AND LOCATION OF CUT FILL _3 I, S .) CONSTRUCT CONCRETE RETAINING WALL PER RIVERSIDE COUNTY SLOPES . N m BUILDING AND SAFETY DESIGN STANDARDS (USE HEEL FOOTING ) 1290 SF. TRACT BOUNDARY in `O 6 . FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS � 3 0 ,�, 2 C INSTALL 12" X 12 " CATCH BASIN WITH GRATE ( SINGLE OUTLET ) GREATER THAN ONE FOOT . � =o- to -� �� PER NATIONAL DIVERSIFIED SALES INC . (NDS) STOCK NO . ' S 1214 TRACT BOUNDARY ; Bp,N Q Z AND 1212 34 7 . ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS P ° OF THE PRELIMINARY SOILS INVESTIGATION BY OH/£N G£O TECNN/CAL 'o E 10 . INSTALL 12 " X l2 " SPEE - D-TUFF GRATE AND ADAPTER PER DATED MAY 4 _, N Z ° 00, NATIONAL DIVERSIFIED SALES INC . (NDS) STOCK NO . 1212 31 1988 TWO SETS OF TILE FINAL COMPACTION REPORT SHALL BE _,0 Q 1 , N i5 2336 SUBMITTED TO THE BUILDING AND SAFETY DEPARTMENT WHICH SHALL TFI�\CT �3.��; -11� r / , J 11 INSTALL CLEAN OUT IT INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION - POOH THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE 12 INSTALL AREA DRAIN - 6" X 6 " WITH 2 " OUTLET PER ALHAMBRA RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT . FOUNDARY PLATE NO . A305 - 2 OR APPROVED EQUAL 8 8 . DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF ; 13 . CONSTRUCT CONCRETE CROSS GUTTER PER RIVERSIDE COUNTY STD . PERMANENT DRAINAGE STRUCTURES TEMPORARY DRAINAGE CONTROL �o' E 1=�_m I 209A , W-6 ' �� 384 SF SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO N �5° 25 ti o `6900 14 . INSTALL PVC DRAIN LINE - SEE PLAN VIEW FOR DIAMETER ADJACENT PROPERTIES . ° 0 m 9 . DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS . PADDLE TENNIS Z OS - INSTALL 8' DETECTOR CN£CK PER RANC/IO WATER D/STR/CT STD. D9/6. SHEET 4 R C. - 380.ISA / EACH SHEET 5 C O RTS COURT 16. CONSTRUCT RETAINING &4L L PfR DETA/L S OA/ SHEET 7 OF 7 /6 98 S F 10 . THE CONTRACTOR SHALL NOTIFY THE DISTRICT BUILDING AND SAFLIY DEPARTMENT AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT PRIVATE ENGINEERS NOTICE TO CONTRACTORS GRADE AND DRAINAGE INSPECTION . THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION ' FOR EACH =o-o ALL CONTRACTORS AND SUB- CONTRACTORS PERFORMING WORK SHOWN ON OR ?_4 RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL L_J Q 11 . NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS HAS BEEN CLEARED OF WEEDS , DEBRIS , TOPSOILAND OTHER PROTECTED . ALL CONTRACTORS AND SUB-CONTRACTORS SHALL COMPLY WITH DELETERIOUS MATERIAL. , 3 Z THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS' OF THE U . S . 3 DEPARTMENT OF LABOR AND THE STATE OF CALIFORNIA DEPARTMENT OF 12 . EROSION CONTROL : ALL GRADED SLOPES SHALL BE PLANTED WITH =Q -� INDUSTRIAL RELATIONS 'CONSTRUCTION SAFETY ORDERS . ' THE CIVIL , m "'N o� CLUBHOUSE 8 RECREATION AREA I ROSEA ICE PLANT AT 12 " ON CENTERS OR ANOTHER APPROVED GROUND ° I-to 23 ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS o, ° Q SLOPES OVER 15 ' IN VERTICAL HEIGHT, IN ADDITION TO AND SUB-CONTRACTORS COMPLIANCE WITH SAID REGULATIONS AND ORDERS . P � � GROUND COVER, SHALL BE PLANTED WITH APPROVED TREES , SHRUBS , z z 3 CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME OR COMBINATION THEREOF . SHRUBS SHALL BE PLANTED AT 10 ' ON SCALE:1" 50SOLE AND COMPLETE CENTERS ; TREES , 20 ' ON CENTER ; COMBINATIONS , 15 ' ON CENTERS . " ;, _ RESPONSIBILITY FOR JOB - SITE CONDITIONS DURING THE COURSE OF TEN NIS OURTS SLOPES OVER 4 ' IN VERTICAL HEIGHT SHALL HAVE PERMANENT N ,? CONSTRUCTION OF THIS PROJECT , INCLUDING SAFETY OF ALL PERSONS AND IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER P�? 22 PROPERTY , THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT U . P . C . , CHAPTER 10 . R , BE LIMITED TO NORMAL WORKING HOURS , AND THAT THE CONTRACTOR SHALL 2 DEFEND , INDEMNIFY AND HOLD THE OWNER AND THE CIVIL ENGINEER 4 OR 13 . FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT ' R ACT 3 3 T � 1 L O 2 5 ! HARMLESS FROM ANY AND ALL LIABILITY , REAL OR ALLEGED , IN NOT LESS THAT 1/2 " PER FOOT FOR A MINIMUM OF 3 FEET . r CONNECTION WIT11 THE PERFORMANCE OF WORK ON TIIIS PROJECT , SHE T--- o / 3 EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE PAVING NOTES HEET 3 '� 21 OWNER OR ENGINEER . tiCo r11[ THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERhROUNO 1 . MINIMUM PARKING LOT GRADE SHALL BE 1% . 0' J UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A z SEARCH OF THE AVAILABLE RECORDS . THE CIVIL ENGINEER ASSUMES NO 2 . MINIMUM GRADE FOR RIBBON DRAINS SHALL BE 0 . 35% � 20 � LIABILITY AS TO THE EXACT LOCATION OF SAID LINES NOR FOR UTILITY -l.f{;\C7 Z3�71-5 OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT SHOWN . THE 3 . AN APPROVED SOIL STERILIZER SHALL BE USED ON ALL SUBGRADE � CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND SURFACES PRIOR TO PLACEMENT OF PAVING . '� 3 IRRIGATION COMPANIES PRIOR TO WORK OR EXCAVATION TO DETERMINE THE 4 . ASPHALTIC EMULSION ( FOG SEAL ) SHALL BE APPLIED NOT LESS THAN TRACT BOUNDARY I ► o- EXACT LOCATIONS OF ALL LINES AFFECTING THIS WORK , WHETHER OR NOT .� tN o SHOWN HEREON , AND FOR ANY DAMAGE OR PROTECTION TO THESE LINES . FOURTEEN DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING � 3 / N Q 19 , AND SHALL BE APPLIED AT A RATE OF 0 . 05 GALLONS PER SQUARE `D SOILS ENGINEERS CERTIFICATE I YARD , ASPHALT EMULSION SHALL CONFORM TO SECTIONS 37 , 39 , AND ° �, 94 OF THE STATE STANDARD SPECIFICATIONS . O1 Z THIS GRADING PLAN HAS BEEN REVIEWED BY THE UNDERSIGNED AND FOUND ° ^ TO BE IN CONFORMANCE WITH THE RECOMMENDATIONS AS OUTLINED IN OUR 5 . THE SUBDIVIDER OR CONTRACTOR SHALL APPLY TO THE RIVERSIDE "1 ti ; SOILS REPORT FOR THIS SUBDIVISION DATED 5-04 -B8 , PROJECT NUMBER COUNTY ROAD DEPARTMENT FOR AN ENCROACHMENT PERMIT FOR ALL =0-0 510 - 51 - 1 , REPORT NUMBER 510 . 15 . 1 , BY OWENS CONSULTANTS , 10065 OLD WORK WITHIN COUNTY RIGHT-OF-WAY 00 0 18 GROVE ROAD , SAN DIEGO , CA 92131 (619 ) 695 - 3150 � � 6 . TWO SPECIAL INSPECTIONS ARE REQUIRED BY THE BUILDING AND ° SAFETY DEPARTMENT . ONE INSPECTION AT THE TIME THE BASE IS 1 LACED AND THE SECOND WHEN THE A. C . HAS BEEN PLACED . -- Z BY : R . C . E . NO . : DATE : R, 38400 LEGAL DESCRIPTION 7 . THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE � PROPOSED WORK AREA , AND RELOCATION AND COST OF ALL EXISTING °5���° -t_�il_}�U �r{� �44¢�?�3e, _ -4°30'00"E zz239 PARCELS 1 THROUGH 5 AS SHOWN ON PARCEL MAP NO. 21884 FILED IN UTILITIES . THE COUNTY SHALL BE INFORMED 48 HOURS PRIOR TO �" - so OO E k �lEoo 1 la BOOK 144 PAGES 24 THROUGH 33 OF PARCEL MAPS IN THE OFFICE OF THE BEGINNING OF CONSTRUCTION AT ( 714 ) 787 - 2025 . - tn v- COUNTY RECORDER OF RIVERSIDE COUNTY , CALIFORNIA . 8 . A COMPACTION REPORT BY A SOILS ENGINEER SHALL CERTIFY 95% PfOJECT -5 TE COMPACTION OF BASE PRIOR TO CALL FOR SECOND INSPECTION AND TO RIVERSIDE - - - -- LEGEND TOPOGRAPHY PLACEMENT OF ASPHALT PAVING . ��P - �� SEQ q F TOP OF FOOTING FIRE HYDRANT TCONTOURS AND ELEVATIONS PROVIDED FROM PHOTOGRAMMETRIC T F F G FINISH GRACE METHODS IN CONFORMANCE WITH THE U . S . MAP ACCURACY i��L� • i� ` i I� �P �_=� TOP of wAll STANDARDS AND SUPPLIED BY PICTORIAL SCIENCES INC . , 1097 T� " i Phi _ '� INV INVERT WEST BASE LINE , SAN BERNARDINO , CALIFORNIA 924I1 , PHONE , 1 acct c "r s TG TOP F FINISHOFF GORE ( ) DATED 88 j' 714 888- 5795 : S-ZS- _ RO�`O ROp rn PE PAD ELEVATION /� •- HP HIGH POINT VI` IitlCi�i - �� SOILS ENGINEER CP �F FLOW LINE BENCHMARK, F s DEPA.7FA;1Jt}'of • � Tc TOP SOFSCURB E OWEN CONSULTANTS ©t►t ma. & S 1;-===�, COUNTY OF RIVERSIDE B . M . T- 9-81 +° GB 7-► GRADE BREAK 10065 OLD GROVE ROAD APt nCYI=� 1' RANC Qvo �,ANCH �� C.o, CLEAN OUT SAN DIEGO , CALIFORNIA 92 131 REn //- -- � 'r - 2 1/2- BRASS DISK IN CONCRETE CYLINDER STAMPED T- ROAD e"F 6"FIRE WATER LINE '® `r�Q / ' -- '• /j' ��� �T 4Q LOT 25 (CLUBHOUSE TRACT BOUNDARY) ( 619 ) 6 9 5-31 5 0 DATE 11>t 29-81 ESTABLISHED BY RIVERSIDE COUNTY SURVEY , DATE 4 CENTERLINE �✓,► ����-':',�,______,/,�,. / 'TIAs9P ° GwMt'tJ 1 �hs shall l n a nAPRIL 13 1981 . DETAILED DESCRIPTION : FROM THE m. to mMEDIUM PRESSURE GAS UNE (WIDTH AS NOTED) , -' :oi,c:. ��_rLrov�..1of' yvbation PROOWNERODEVFLOPERINTERSECTION OF FRONT STREET AND RANCHO CALIFORNIA GAS TINE (WIDTHAs NOTED) o►tt@oc ,O:'suttestat®orcountRIs• ThisR SROAD , 1 .8 MILES N . E. ON RANCHO CALIFORNIA ROAD TO SEWER LINE (WIDTH As NOTED) M1RC1ARITA VILLAGE DEVELOPMENT CO e ion urrtlaDrepwiM ' THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND w WATER LINE (WIDTH AS NOTED) 16935 BERNARDO DRIVE SUITE 200 �_ � // MARGARITA ROAD , IN THE N . M . CORNER OF THE pRsoCa TQ 'z?6 coNTouas VIA AREA A MASS GRADING TR 23371 SAN DIEGO , CALIFORNIA 92127 �` it '`� // INTERSECTION 1 ' EAST OF A ' CHAIN LINK FENCE , 21 ' P 4- STORM DRAIN SYSTEM (PRIVATE) X 16 ' AROUND SOUTHERN CALIFORNIA GAS VALVES 40 ' a" P.cc CONCRETE SIDEWALK ESTIMATED EARTHWORK U jag. NORTH OF P . P . (NO 1 ) 94 ' NORTH OF THE STATE Q�pFESS/pyq - - n sEwER nnANHaE QUANTITIES � Safet CENTERLINE RANCHO CALIFORNIAROAD . SET FIBERGLASS TO SAN DIEGO p. � ___ CURB INLET CATCH BASIN PER RIVERSIDE CO sT0 NO'S 300a 311 EMBANKMENT (RAW) 3600 C.Y. �e0 .fl �c�,Q �Q, yCi = -- -- S RAGE �- PRO SM0 CART ES GE PEE SH 3'@ 12 % �` A. � PROI E FOR WEE4, N�C. (Fog DRA/NA / v IN B� CK WALL o . 'h e 370 T.W !a 3�@ 3/. 3 F.G. 3 ROOF FF = 1232 \ O r ►. „ 30.S TF P E. 1231.3 V gANoICAP CLUBHOUSE DRQ/NS ° `� b• °` ao �c3� 1 �- M o 0 G R 5 R/SERB 3� �° I -_*i �, 3„ ROOF DRAINS -C 3�?93 L 24 8o -�•- 6'` DRA1 N ° S- ") �' y ��b • l� 1° // 11 G - oe �\ ` IZ1 94 ° F (67. 2 %_ • .� SFJ'F,rO �TC"C,�iS�'�io O / 6 VC -1NV-@ 1/ _GS _ _ - ti • pg6 �y l� �fiq ti P s F % S.l F°S / 1 4 S 2°0 3 RDbf .moo l� `\ \ // F 1 v 9.5 ��. �' __ o DRAINS ��� s� -� � �a \\ i '�� P �\ J. 07.7 .G. / \ v► 2678 y F `� ? ti ti� 3{ ^� e 4 SS\co 0 `pp �5, 'w -t C@ � � Vias � �°� 31. 5 t. 3a 4.u q. °/° co / _ _--- --11� 0 �.� Z G PROP/0£ FOR 4N 0/A. V F. s� �` ��j T�, y/G B C C ►\ (� ,� v. ,{C - C �\ x � �. oo Qi Ffl. o THROUGH C RB FO OR /N � �� // TI NOF °" oo � {{ �- _ � �+_o z C i E.� L / AITiNOA 7 (, 6 �, Q( P to /FDR CO S ET % '1' f� 1 ,�0 tK B r, EK 6AS SEE 9 4.15 Q / \\ /S£YV J s ` 0 3 10 .4 TV G T G. 0 ���� I 6- ?v 26 ---- , 12T�, _ ti 270 N r� I P �2r% �C /i o • � �,L �' y /// 1��• (a� �.5'N T 7.FOR �� -- � V ° a �// � 1•t'�- � + S: � a. INSTAILATIM OF ti E'�� �Q 16 y '����►�� CONT/NUAT OF PR ETM(RTEREC NES �Q�j �` _- a yg 2'k �� �' �� `3�� 3 `2� F 2 /^ /�7e/ / ( /�, j a 1� �D " 11 rI1 °\0 J\ 31 O 1 �5'� a a` �/ a 9 Z a �e d a 7 D 30' W10£ EA EMENT ✓ (oA Ii k T� 3 7y T�. g ti Z 1 i:�1 `� t"c ori • - - TO RANCHO WA TZ e G 3 �L. �G ZQ I P� j e J J�'�r\r J 'fG �E�EgSE A �� 320 `o �l�i�" 2'f S G" 3 10. -_ vAC tiE �I/ �.1� .� Al // M TER 0 Al Ac FS" 34. 31 21 g OI°rT 2�(J /8, h4j %�, j/ �� J @/"Z % /� �.r� 3/.0 - '�'� FH 3ti G 1. a •,JZ 3 SWR @ 4.7-9%/ 3 30' W/0E 1,491 G / `w /O TO RANCHO WATER / ° TRACT 2 1- 1 coq 1\ G Hr`�A7`FR, METER, E F/RE W 12-PURL/C WA R L/NE �� ` ^, 6Pi✓C (,1 /° f �.� O" 6Q PERR.4A/T Tp BE /N,STALLfO Oft',Q/N 3" 3 G �" 2 (, r' Q 1RACT 23.37/-1 l L/A/E- o LOT 25 T / PR I//QE FOR 4"D/A. G G 1 SEWER AND 2 TER' ti - O; / , l/ @ 1 �? G 24: //° ar° �_ ,f G .� ,rG S WE,Q _ER L A S PLANS FOR CO STR(/CT/O `�'� g / ed r No-�' � TN DRA/N PIPE 21 �-� _V J 2 9"PYC @ Z�' C Z4 06, UGH CURB 1 S N TIC 32. 9 3 GASB OTHERS � _ 1 e '� �6' C 2 9 9 °� �b Q Q °+t Za °\ 0 6 / 9 // �Q i - /� o S"Z / S .G"2�.0II /Z3.88 3-I° � �b � 3 � � xF � l ��, V�� RELEAS �• W '� Z q 1 p PRIVATE STORA ? 2Q. DRAIN SYSTEM » � •2 X49 2 �'� 2?- 3 o 67/�v . o G_ .�(," G�' h1 INSTALL '� G i G G=I/°46 Z7 L ? 186.37L.FOF>ZP. .C. 48. 0 L.F. OF 12""R.C.P. J .3 T.G. Jam/ ° e , w \ / 6 \_ 86 S\„ R=¢0O' �G TS 8.3E /NV PS• Z Z 3 0�� CLASS DZ' > /0 2 3 - _ " T ZU�2 2SC7 �G -C" / q (,� p IN✓i/ A0/" G _ _ 2- _ _ /tiv /j (� 1 q.5 / _ _ (p ,h. / � �-� ° ti G ` - �► ti 2� 28 40 29 E -- - -_ - G 2Q t '� 1 TIC �. 2zi 3 S % mss. �G / q2 0 9T IN INV / 0 �� JO 2 5 1 Q g 3 3 - ° p PR/BATE STORM D AIN SYSTEM h• C- i �. / 8 2 I� 1c. 2 0 3 � /5.28 L.F. OF6' VC.P. fG" �G2Q 7-(o(o L SEWER LZ 2. p 90 0 O 'Pi,�,-o � f�/GHT OF WAY o U" (pZ ° y� 3 r (� \C\y P 3.31/ (� h 12{ // �� 8 �� A- 4 57 4. all 00' T�. �. 3 �' � 107 / I 1 a 3 Q Ev / �% \°► G 2 -` 334 s --- / PO j.p- { IoW" ��\� �� QO YC �' C4, 1 BAS/N Sj Z4 G 3 v1 JO/N fX/S - ,O r 1� a a ti Q - 3 pLjf .ro�NT PROP- 6 VC.P. - - � T�gc7-Y OF�9/vENT f'Cq/(/ fM��S \ �� 32 / o �` _ do �9sio o , a o' // '(� '(� T G" G '( ,5Ek/ER@ R/W P'POP/8 R.C.P- o 30 'D X3,3) ,� �d b T 0 3v S PER 7-RAcr 2337!- J �� CZ\ ° 4 ; �Oo �. E FR Z i� c - t�, �' 2 6 G S W k/,a rERPL PROP. 1G WATER PROP Z4 C/PP PER J 0 8 � / ti L G �. S T67 . �' �� -� o �� PER TRACT Z3371-J „ , �' Q'/�` � Q 2 / �G r,z t,, z LINE A OF TRAC7 Z337/-I ��� �� EXIST 18 zZ 6`� - - - 6 JPo���J� �_- - - - - �� ,{ _ - 416.pp' L= 147_34'- NT OF oo o c n�o n m 3 \ MOYE EX/ST/N A C� q. G �• �� '� 7- Dfiff AN JOIN EXIST. -- -- - - -- - o A.C FA V I�JENT W/TN \��_ J -��2� CURB ACE - Z-� ^� b r� �J 114 SMO N F/N/SN c� PROP. "V. C.P. SEWER 9 6.23 G o o PER TR CT 233 71-I SEWER if WA 7�R ,OL NS \_ ��0� \ U i 60. 94 L.F- OF IZ RCP REMOVE EXIT A.C DIKE ` 3 W Q °' Q • *0!). � � J b, � @ 279 Y. N 07"53•S9''W AND CONST UCT CROSS 13 (03 RAJ \ �' CLASS lY GUTTER PE R/VERS/DEO \ TP. U \\ Ii V NorfS: '� '� COUNTY Sr 209A, _ _ �, _,_ /2 PC/BL/C NATERLINE SEE S E�E� �� _ _ �TEME DRIVE �, (' r / - TRACT 2337/-/ SEWER E K/ATE�P ( I \ ►� b V - I. REFER TO LANDSCAPE w ,w W=� JOIN X/sT A.C. rr�r\ '' -'J� J PLANS FOR CONSMICT/ON �/ ` Q \\\ O C"jU"!' ARCHITECTS FL4AT FOR OJ WITH A SNO TN FIN/S# ADDITIONAL 0/MENS/ONS cry TO ALL /NAROSCAPE. \0 QRpF ESSIpNq PROP. 8" WATER � b• O O RCIAL:GYf B 216 -/y� Z. REFER TO ARCH/TECTS �o CP `\ Q + '/tr sv � ����0� -� A• Uc�Fyc PER TRACT 23371-Z � ��` �' PLANS FOR EXACT �,, o a - O r*• � � Approval of tnc+se Diti.s snarl not�asr�nW to t1* LoCAT/0�1/ AND BUILD/NG W NO.C^'^,S31 z �� s permit ter, or an approwj of,aq vWstlon of argr J1��f T/ES TO ALL ROOF cc EXP.�soco C� -= _ _ r e , J o the wi�i^ns of t-•© st-re c- Tis DRAINS. l HO CAL F. WATER DIS REVISIONS: �/ APPROVED BY: FAr `� TRACT NO. 23371-I, LOT 25 8-zi-8`� - .' -- - - � �osoch�a �,�,.. RE✓(SEO /-zz QO REGISTERED CIVIL ENGINEER NO. 33s R" COUNTY OF RIVERSIDE 2 .?.��. >_. sw�e ioo DATE: REGISTRATION EXPIRES 6-30-90 R1.�sid..cA92utt ria,-Az-o-o7 APPROVED BY: SCALE. BENCH MARK: PLOT PLAN 11002 APPROVAL PRECISE GRADING FLAN of 7 SHEETS I = 20 SEE SHEET N0. I RIVERSIDE RO COUNCOMTY, CALIF. ER FOR DESRIPTION MARGARITA VILLAGE CLUBHOUSE FILE NO. DESIGN CONT CTS OPERATIO DATE: DATE W.O. FOR: F.B. J. N. 10583-C ScE ca OSCarE a�Ctii1EC7S pRoooW TO PLANS FOR FURTHER f a> sy0p CARTS RAGE , 14p6. S E SEE SHEET 5 DES/GN ON TENN/S COURTS 0. I E FOR WEEPN (Fog g6A1A1A6 ) PROS WALL 4, 0.c. a Mb I ° lAI BL C37.0 T.W. Fj�-�/ \tiA 24 o ti c� 3@ Z/° 3/. 3 F.6 3 ROOF O 2 + O Q tV 0 jr HANDICAP 30.S T.F ORA/NS PE ` P3/3 {~ i �`' 'C�S. G RAMP R/sERs 4• CL UBNDUSE o ° ��. 3„ ROdF DRAW 3 0 Z = IN /NE S. ^j "�� a x 31S- ,�'s, 3 b s vi �j1' (�. FG. " '' ►� 3t (�. %% ,o s� �23S- 21G 5.8 ° o F X 1� 'h F. //A J� q 4 F. G.1 2 ____ - e - 3 s o fC, c,4A M 'i 3 M �, 21�V @ !% S" ti ?8. �'Q '�'oo �f'9 �'v ter' �J' 1 _ y 3 3 _LAND/ . . _ _-- ---- -- n•� � ,�, o,� ��lpC,��� -qy 660 �S 3"'Roo s-`s 2 0 1 \� ' , • \\ .P-Poo,� 9%'-yc TENN/S COURT TENN/S COU/QT •� 10, �n RA/NS �2` 31 SSI 0 0Nj 0 34���// -4iVIP FJ e 9 `��QBE ?S" y\\ V. � � � - - (SEE SHEET 5 OF 7) to° 0 9. �� 20 9 30�. S T�.\ �0 31. 5 - � �/� -- �o_ 0 0� w Sip60. C. 10Y co G xlv� oQ��� moo- / o� ° �3f.4 OU TG o >, lN� 6 _ 3� �0 ,� 'S fVL a �2w 3 10 0 /NV. \ �31. 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S TG• n �'SiT TO FILL f,�A/>'OSCAPE. 20 / v `' ti l �' �/ � 11 f ESSI 2B 78 /NV 2 REFER TO ARCH/TECTS rL !� 2 // oQRo ONq� COU ,,;�•`>{ r�r 65 PLANS FOR EXACT "� a ti ��, •e �: : L OCAT/ON AND BUIL D/ G �' �'' °p L ``' �� �% `9 `} ' `'�'-L'ri 1 �, ^ ^ , // SEE LA SCAPE ARCH1MCTS �,, p y ,tom ' r 9 ° 'f_S TO ALL ROOF �+ '� w Q C� / r^ r`f' • Z 16 o F ev + \/ PLANS FO TRASH ENCLOSURE 9i z 2 N / � DRQ/NS. v ti (o O� P '° �� �`� �� DATE + ��\\ 9 —� � SEE SWEET 2 OF7 s �I � .P SEE SHEET 2 ��.,. .� =��_,�.:� �a �,_,,1,Q- lq j eta z e v+Q!, on of arw PRO!//DE FOR 4"D/A. PVC P/PE \ o -_ . - --,=� �a<<� ,-• �,.sLIMEET 3 oF71 _ SW o1 p:ans .. HO CALIF WATER DIST REVISIONS APPROVED BY: I `� WCK LNUINE1,AUNG Wil il'I\NY TRACT NO. 23371-I2 LOT 25 ff /SED 8-Z3-89 k61//SEO –zZ 90 REGISTERED CIVIL ENGINEER NO. 3359/ -1,S10o COUNTY OF RIVERSIDE 4 ��„go DATE: 9-e3- _9j7 REGISTRATION EXPIRES 6 -30 90 R.v ..d,.CA92%07 (714 ;920707 APPROVED BY: SCALE: BENCH MARK: PLOT PLAN 11002 OF 7 SHEETS AP RavALS - I"= 20' SEE SHEET No. I PRECISE GRADING PLAN RIVERSIDE COUNTY, CALIF. FOR DESCRIPTION MARGARITA VILLAGE CLUBHOUSE FILE NO. FOR ROAD COMMISSIONER DESIGN C NTRACTS OPERA 10 DATE: DATE W.O. FOR: F,B. J.N. 10583—C I) FUK C`UN I/NUA7/UN Uf L)I'AI/V L INE o SEE S/NEET G OF 7 1� v II 11 p II N 26'0000° E 217.00' \ p 4 .... v 0 /8.60 /NV 11 (� C.0. v o v D 0 C VCID o 1 V D r e c Q o V 30 4 N GOL f I V �{�. D d N wl� ° CONrINUaTION o o a c a a 1 f0R . v v n a � QA11v afE�r � a - 3 �11�1 SEWER @CC0 BLOCz Y. K WALL — - - 3' N/GH TUCCO BLOCK W L Q o V.0 N/ StU _ WROUG IRON A801/E PER LAN SCAPE - ___ +r- ARCH/rE S PLAN FOR D S/G , AND ° p v _FACE oF�Ar[ - ° D Ey PEA'elvE S/DE COUNTY rA DARDS r, FF = z ZB.7 CAS GNT ° S££ C/CTURAL G/ RS IRON p 3 �1 1% LL �y/tN °IYROU I�CtS �eA�(S ° ° PLANS OR BR/DG DET N 11 /Z oCK `WA ARCH _ OD p St(ICcBo�� DER LAN�ry S ANOARDS =-��L_ 2 s 5 ° a , -7 � 1` / CE A E COW 1 — 1Z -- o a. 1 y ASN �R �QI l/ERSI D ° W.S. �-- 1. 5 H GN RETAIN/NG WALL W/ ° ,n — 1 / ❑ I�_._ 1� RO F/N/SN. 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" PLANS FO URTNER DES/GN , E R s-so-so 7D ° I II ° _ 0 .4- � oN /1/rs CoURTs ^' ;o ti _y F 5 22 ,�V �� Z° x °320 � � TEAMS COURT � TENN/S COURT °� � srglf0c1v1,Eo���P `)`�r� ., i • = CAl (SEE SHEET 13 OF 7) FL. TRACT 2337/-I HO CALIF. WATER DIST REVISIONS APPROVED BY: _ f/ WUK �'NGENEL, lu�N , (JU,\ WAIN Y TRACT NO. 23371-19 LOT 25 LOT 25 REV/sEo e z3 9 f_ , _ REGISTERED CIVIL ENGINEER NO. 3359/ suile1 �.a.,A.�,�, COUNTY ,PE�,sEr i z 2.90 S�„�3050 �� OF RIVERSIDE 5 DATE: z9-'7?- REGISTRATION EXPIRES 6-30-90 Ri—side,CA92%7 (714)782-0707 PLOT PLAN 11002 APPROVED BY: SCALE: BENCH MARK: PRECISE GRADING PLAN OF 7 SHEETS APP OVALS 1" = 20 SEE SHEET NO. I RIVERSIDE ROAD COUNTY. CALIF.COMMISSIONER FOR DESCRIPTION MARGARITA VILLAGE CLUBHOUSE FILE No. SEE SHEET3 — - - - DATE: DATE W.O. FOR: F.B. DESIGN C4 TRACTS ERATIO J.N. 10583-C 14 N IyAC — - — - - - _ =- — 1 1i L �► 15, ' _ /0' 2,5' / o' �3S p T: p ST���� _ /� mss_ __ ` I h 3 ORH/N. TENNIS CONSTRUC Ni STL/CCo I I E Z84 f R00F pR,a/N- �'-- TE,wE,ru oRiv BLOCK WA PE Irl VERS/D 1AL 8LO / 3 ROnF q ° COUNTY S ND.4 DS AND I I Z 9 h ti��Q. DRAIN h 2 PER LANOSAPE CH. PLANS o 30.9 `� �F. .s°r. II // / ,�,/ r CABANA z*• F/RE CONSTRUCT RETAINING WALL II F.F. =1229.2 CONSTRUcT I accEss II D £ P.E.=1228. 7 - RETA/N/AIG WW4 PER PER R/✓ERS/DE CO. STA/1/DARS© I �5�9 Jc C L S o RivERSIDE cOaNrr STAlVD4,WS ® 3O s 1-/- I I I � �9 COVERED � 5 ti I I 9 .o �� 2�. STUCCO�$L OCK WA/-L w1wROU6NT //PoW 1 s 10A T/0 ,4B VE,FOR � z SECTION A-A SECTION B-B II `-� II � \ v. � 1 0 0 TDP OF WALL ELE(/�4T/ONS SCT L ANOSC,4PE CN/ N.T.S. N.T.S. 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I �Q 1.F SII _ II 1 Z8- /o I x r 260 R/M LEJ/- 29 O 6,r til 1 SEE G4NOSG4PE ARCNJTEC'TS SECTION D-D SII li 2�. q, II �6� ''w I i ? I� PL-4A1_5 FDfP Po/VO Oer,41LS �. ,f, As I I �1.P ,� 11 S SEE L A/1/OS PE A/PCH/TECTS PL A/t/5 26 2�y I I W o N.T.S. J �` 2 PC.6 T. y _ _ Q¢' FOR FZ1 DETA/L DN ROM AREA 26 'cJ� v �y' � II h � h a h II D I1 9 1 �I / II I I 24.8 /NV _ – I N✓ �i6 tiG O�q �I t� �, � N � 12 27. 9S T.G- I 3AR1GRILL ROOF pRA/N SEE I I r� I I q 6• p I e6. 75/NV I I RDOM AfCH/TECTS PLA�t/S q I I ,. p 4, _ M –– 2 PrC.Z– –– k. bF. II II 2 S ti I — — — FOR OfTA&S.4N0 �, � r O r F 99 tiQ '' 33 \ i AFF.-1234 ELEl1Ar10A1S 2 9 I II �� ZF S- s '�� ti� �� 6 'Ile'. 5 ti� I lit N L-- — — -- �— ORA/AtZWE _ - - - - ---- - --- — _ L— + b r -�r- - - - -ter- - - - - - --_ � - - /N✓ g_ 260 ] CONSTRUCT RETA/N/NG WALL ROOF pRA/N SEE ZZ.1 II 9 II ° II + _ ®PER / 116"Pl/C.o s. . � r.Gr ' .F. .�0.4 Fs. 4 PVC. 4 T R/i/ERS/OE CO. STANOAROS gRCN/TECTS PLANS Z 7 i ICS /98/ q MIX I �I a 4 F 29 S T. F FOR DETAILS AND I 3 -t. EL E✓ATIONS 11 2 S I I t Q PVC SECTION E-E 11 ��a Fs.z9s .F B FS 11 ., J SEE L.4NOSCAPE ARCH/TECTS I F � I I ,��_ 10 I I Ze.s T.F 1 X � 1� � PLANS FOR TW ELEVAT/ONS N.T.S. it 1 ay �(. 28.7 T C' 9 28.5 I 9 212 q f Tq F/N/SH GROU�I/D I �� I 0 I� 12 Z/Z INV I I �� , k � �- d /NS/OE PL4NTE,P.4RL4 I qp r � � �� ��. -f F I� S'). 1 11/F�UGHT IRON FENCE �.s � ✓�� RSL DEC C/NG —� 0 - �" V.C.@4.3;'° --J –IL-- 28. 5 r.F. BLOCK WALL w/ N.P \` - --— - -- - -- - ----- STUCCO F/N/SH SEE 4C., G 1 _ 2�. Os. 3� ,�_ LAN06,rAPE ARCH. PLANS J' �� G Hyl! O -",r S• �� J II �` �– / �� '''� SECTION F-F FORFUTHER DETA/L ,npp �a ti II N.T.S. POOL AREA DETAIL o FfQO SHOP PASSAGE iP00F ORA/N SEE SC A L E: 1 = 10AfC Ot? D 2411 PLANS FF o 0 FOR OETA/LS ANO /' EL EVAriONS f5 S,b-8 II C4RT STO,eaGE ? V -1230 � O 4'Pvc. OR41AI .; h O EX/sr S�" D/A. CIPP. ✓.S. F U� -0 OZ FF/zz3 0 h 15"R.C P. PfR MARGAR/TA RD. SOP. F/N/SN 6RAOE C� "� S —JPZD i O OF P/fE PER M4SS 6PAD/A/6 TYPICAL DRAINAGE SWA E W STORH DRA/NPLANS TRACT 23371 C s- - fZA�t/S ,90AP 7.P 23371 AREA S SNEET G of /5 p "DRAIN uA/E To N.T.S. ROOF RA/N S£E ,4RCw/TECTS 10 -/t1O CART STORAGE SECTION G-G PLAN FOR DETA/LS N.T.S. AND L Ev�4T/OA/S. P�,� JZDO- q� -->5 D/A. PVC ORA/N C/NE -1200 F/N/5N FLOOR I 0(� ��� STA. 0 f/S.00 ✓0/N O g 48 C�1 M OF cLuBNOt/SE O p 1190- EX/ST 1S" R.C/I 5= O WROUGHT /ROA/FENLE ht FOR T. W. EL EV ROL-k-FACE OVER f 180- PROFILE to SEE LANOSGAPE RETAIN/N6 WAa117710 ARCH/TECTS PLANS /NV '� 86 E,f' STUB-OUT SCALE `�' i~J r J1-�r r r� /�(~ r CLUBHOUSE/ O 1170 - ��f�E-v HORIZ : 1 -40 � K N Ra9L OEIX/AIG STUCCO BLOCK WALL 1 (� 0 m �N` �I- I r r II I Q � V., -�- _ r POOL AREA 1 p VERT: I = 20 W W O �� J TRACT $NOC PovO SECTION J - J �`'-o` / TRACTLOT 25 71- 1 D)W&A6E P/PE N.T. S_ / } / Q Q O PARCEL B 16.0 W.S. / I 2S o / 1 Q � ANE�(/DED P.Al N . ZJBB¢ TF (TYP. AROUND BUILDING ) %� / / CONSTRUCT Slee /IO / z ' O O Q P�l 1SZ12Z-3,f RETAINING WALLS PER �8 q�s f✓� / / t,j %si I O R/l/ERS/DE CO. STANDARDS ,o`er ,� /�, / / / j � ! 7t O SECTION H-H v �� / "�w 0 b j `�' �� AVX CONT/A/UgT7Gw OF / " / . O A PI/�'. N.T.S. r EX/ST 15 R.c.P. p D9PA//t/L/VE ,SFE -'W7 :•�- 7 �'(/ /R. A� � /S D/A. P. v /N L/i1/E 18 (oL �, e65--_—!---- ---- s ---- ---- - 330. 00 C01_1,d RIVERSIDE — - ---- I —.... DF-r t; �dT OF srnf,cwa -yQ' - E[ L[,VE suaF.u.M / / 0A O� OS C Frry • � 6 I - . Z!TOS/ SCOPE3 / R TENA//5 Q�JRT /� // 5EE MASS 6RAD/ PL.4/VS TYACT 2337! A�E.4 A pF ESS/p aiki C b � �- FOR / _/y r PEA o e 'c e�' e A :. ,"• _' . to oonstruee to a DETAIL 1 '' � !o / / b ti ti �� y CROSS GUTTER ,rEvv:a!gt.onMsnS Iowa. TAIa / No.00 91 rn se;of rr•LyiWkept l:, urri;ic rnpiatbn. SECTION 1-I /� / _ _ ti Exp.6- p ` `' N.T.S. EX/ST S4"C./- /P yiEW 15� 8 RA11�?'L�tNE CONTINU 10 O / -� MARGAR/TA �P STORM / � �- oeA/N 7r Z3 71 EXIST. 54" C.I.P.P. PER MARGARITA ROAD STORM DRAIN st9l f OF CA�\F� REVISIONS APPROVED 13Y: 1Z1L;I� ��I ���;1�11�� L10 II'�l��i TRACT NO. 23371-It LOT 25 �® � � COUNTY OF RIVERSIDE 6 /PE(//.5'EO /-ZZ- 90 - - , = _ REGISTERED CIVIL ENGINEER NO. 33591 s°u'�"'x'� ""` - DATE: _.: . •= ' REGISTRATION EXPIRES 6-30-90 e�.«s�e� uvzsm Diol 782 0707 PLOT PLAN 11002 APPROVED BY: SCALE: BENCH MARK: OF 7 SHEETS _ AS NOTED SEE SHEET NO. I PRECISE GRADING PLAN — -- RIVERSIDE COUNTY. CALIF. FOR DESRIPTION MARGARITA VILLAGE CLUBHOUSE FILE NO. FOR ROAD COMMISSIONER -" - -- _-- DATE: DATE W.O. FOR. F.B. J.N. 10583-C i Z"0 STD. P/PE FENCE ?% ,)k� STD. P'PE FENCE SUPPD, l-e /O'0C. MAX. SUPPORT C' 10'0C MAX_ " SEWER CZ 2 4 V.C.P Q o, �Gr ER b 0*4 HDR/Z. CONT. b CABANA 6"Cme, BLOCK J"M PG f %N: 0� ti J6-a c. LC Z"ZO ' 4 coNr L, /HGQTER P•�ODF/A/G 6"CONC BLOCK — * �+'S h 6 10 C T 'US � �V ti i \ y - . 0,455 Z G�4VULAR CONT. 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C- 900 (-Cl- 200) WATER L I^/E _ - __— E @ / _- -- _ � INSTALL ER R C•rV D- —wA rER PRo�of � h/ATER PROOF ANT P NOTE� _S PZ A IVS FOR _, _ '68 �, PVC DRAIN /N 1� 37�SO AND 37T SOA ALL LIT/SEC A CNTYCCONiVECT/ONS TO �' ,f¢024' .4 .3'o” e" COAX BLOCK t2'"M/N. 1%r P. V C WATER /r =_- �� INV '�. aJ 1 SCaic,' > -O " CL R . 4 -D �� p BUILDING. INCLUDES SEWER /NVE/�T 2""�+�N. ar4@/6" Max *p gRANULAR SER I//CE LATERAL // s-) �-c 0 �1 TO CABANA yL00 Ln� 11 ice ' ��` �► ELEVAT/ONS FOR SER✓/CE LATERALS / �'2 GR,4NUL�4R BASE BA,5E 6'o" `I 3, ? Id v O to /`'1 2--&4 CONT. MA x F DRA/N 3ROp —¢ P,-R,-ERA ORA 4"o, eeA rEO ORA/N /N /2": /2"CONT ROC.KORA/N T,, /N /Z i /2"CONT.RoC,rDRA/N WRAPPfO /N f/LTER F,aBR/C - �� Z'-O., WRAPPED IN F/LrER fABR/C F DRA/N SLOPE DRAIN @ I "moo !2 /"6" - SLOPE ORA/N @ / 20��E��� VENT 3 RO I O. /too, 432" /' p" 14,.S GREASE /NT E�T PLANS 3-x 4'CON� Noo I I ,f'4�32" N R z oNr '� SEE ARON/rE 6„r 6„KEy 2'-0 1 3G Jc^ � 11 ?5 ��� w RpQF DRA/� 5. O..M/N. WHERE N�3-O” S'- O” ,q'_ O" r 2' INV. 3 v 1�� 6.0'MAX. RETAINING WALL 11 3w ROOf DRA/N 4.0 "AX. RfTAIMM5 WALL I I RETAINING WALL SOUTH OF CLUBHOUSE BUILDING . �9 ,;b ti � �N d 2�q T 6- 10 v �„ b 1 I► ti ��, 101 �� 2S , PRD PV� DRAIN LINE @ J �° DRAIN CL UB S fryer � \v 3r R0a 4" V C. DRA/N � LINE @f% 1� ti�g �� Z% " VCP SEyVERE LINE @ 4 T01 q,P C pRA CART ARCH PLANS Z' 3" ROaf DRAINS 1 SEE DRAIN LINE RCA 1 4" S -= 6 N PV C T S7 6E A F DRAINS OR CAR Z-3� ROt7 111 zo2S Bor1 1 ---- 11 /bei r so `°0 3 G S By � �' S 4 DRAIN LINE 11 --- -- R W 6� 077,L1 EmLr ul- GAS L/ E b / /�� Q ` _ 'Z-3 RAF INS -1 MPS �O/N PROP 25371-1 B Y O T ERS r p� pF- % J , PG - SEWER P�WE RAf NATER PL'`�S SP 1 ZW °' M ' Il : S L l0 - G NvA NG V o� SEWER P N N �b� /�/ WE - f OUT FIRS / gU1LDl �� wE� @ Z ° CLEAN oU 11 /, �'�9��'`` • // 4 yO S� S�'ST SE _ 4 V.CP �v S ` 3� E�E� J +� 6 -` SEWER \� 4 A ��'� \ ���� s__ _ 6 VCP �� 7� 47 S6SE .7 y C'P F °�,r�EFT/ v /Z /y Z 6 !' JS.(oZ FL' `n SEW R / 2 / 1Z. 4V N � oUl �� III 6 sEWER� // OR CoNTINuArEE SfICET �r DRAIN LINE S S/D �1 i! OF 1�! 30' W/DE ASEMEN " I! ,f To RA NC WATER JO/ PROP // METER PER Q�OFESS1pNq NlnNSTAL L P./.V. f.D.C. p A• !f, ER RIVERSIDE !I III ACT Z�371-I SEWER E ��Q � I* cityuAiN• c Rill .+lf1�IL / C, +� OUIVTY STANDARDS Ir WATER PANS o y ':,��cp� 30 W/O£ EASEMENT RANCHO WA TER W ,10/N /ST. 8 STUB ('PER TRACT e3371-1 / � E.COM91 � � s� �r E-� TO � oc EXP.�3�90 / f WATER PLANS) W/TN 8" --- /NSTAL L B` SBE PVC C- 4 SfWE , C 900 ('CL-ZOO) WATER L/N£(PRIVATE) 90'EL W< 8" D.C. PER �p C. 380. /5A R�':�',tf:. -- DATE CONST. 4' D/A- SEINER MANHOLE ANO IP/V ql£OF CA1.�E0`�` to�nstr'e s to tmn This PER E.M.WD. STD. DM'G- H)ID FOR CONT/NUATION OF NATER, SEIa£R EXIST S.0 L.F OF 8 PV C. E C,4P FO CONT/NUAT/ON OF PUBLIC WATER 8 PURL IC rA1_1 R, l`IETER E F/RE?-T-T7/ 1/T AND GAS S£E SHEET Z OF 7 AP ro BE REMOVED SYS EM SEE SHEETS Z f 3 OF 7 TO BE /NSTAL L EO PER TRACT ?337! SEWER f W4 TER PLANS (PUbUC WA TER LINE TO BE COW- �—8')V- `� JAN 2 STRUCTf'D PER TRACT 233 71-t 1 SEWER A/VD WATER PLANS) SIGNATURE IS FOR STRUCTURAL HO CALIF' WATER DIST hE`v' 'v'V AP'P'ROVED BY TRACT N0. 23371-I LOT 25 DESIGN OF THE RETAINING WALL REQ/SED 8-23 89 - -__ 'tea/ '`� fmcl►� ~� COUNTY OF RIVERSIDE 7 )0M Chk.�•.A....... DETAILS AS SHOWN ON SHEET � I2�1/!S'EJ 1-ZZ-9U _ Q _ REGISTERED CIVIL ENGINEER NO. 33sp� . ,n, 7 OF 7 -- DATE: �_'?3 87- REGISTRATION EXPIRES `i-30- 90 ���� R1r. 1,,CAt7S01 1714171170707 PLOT PLAN 11002 APPROVED BY : APPROVED BY: SCALE: BENCH MARK: PRECISE RIVERSIDE COUNTY. CALIF. GR OF 7 SHEETS • -,_._ �',o /S43 q-ZG-ay AP RovALs -'---- I � = 20� SEE SHEET N0. 1 GRADING PLAN MARGARITA VILLAGE CLUBHOUSE FILE No. TRUCTURAL ENG. R.E.4 DATE FOR ROAD COMMISSIONER FOR DESRIPTION JOHN COIL DESIGN VTrZACTS GPERATIO - - -- -- - - -- — - - - DATE DATE W.O. FOR: F B. J.N. 10583-C