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HomeMy WebLinkAboutTract Map 19872 Lot 24-28, 27-49, 1-26, 32, 22 & 38-55 Precise Grading r • • LEGEND I PI HIGH POINT o °RNi �pA� PAD ELEV. -0.3 IN. B pAD 0000. 001 TOP OF CURB T C. NA FLOW LINE F" L " B � � v HIGH POINT H. P. ••i 15' TYP. 15 TYP. °2 V IA RAMI �� (EXCEPT (EXCEPT q FINISHED FLOOR FF 0000. 0 A A C C D D � PAUBAA A �• WHERE WHERE �v NOTED) ANOTED) FINISHED SURFACE F" S. T_ v w • ANS �d � FINISHED GRADE F. G. ROADca cn t, DO CATCH BASIN C" B. w o z a Mn GARAGE FLOOR GF 0000, 0 � Nq PAD ELEVATION PE 0000. 0 . Fp P`p piC �- l p�MAX• �X. • FIRE HYDRANT `(Y °�4 �pPp AIR RELEASE VALVE ,d HWY• 79 DRIVEWAY TYPICAL SIDE YARD DRAINAGE (No T" So ) TO SAN DIEGO STREET LIGHT P R 0 J E C T ITE �o WATER SERVICE W ' SEWER SERVICE S 1 2 rr MIN. L 8 ' MIN, BLDG. PAD NI P ABOVE PAD 5 ' MIN" 3 ' MIN. ELEV, SLOPEAd so �� COMPACTED 6" MIN, VICINITY MAP EXTRA DEPTH FOOTING I- Z_ _Z_. X= A BERM NOT To SCALE ACCESS RAMP . '.01T NO 72--3 RADING NOTE .1.9 to 44 2: 1 MAX" 2/. MIN. WALL ( N. T" S. ) 1 qP0 4 I . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE . CHAPTER 7O, RETAINING2/. MIN. 21 / MAX" 2 4 3 ►NDS► 42 AS AMENDED BY ORDINANCE 457. SECTION A A CONSTRUCTION NOTE X 10 9 r ' 33 � 41 2" MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = IXe FOR SIDE YARD SLOPES GREATER ��� Y THAN 5 ' IN VERTICAL CAL HEIGHT • a ` 34 a o • 7 �, 6 = �• �� :; � 3. MAXIMUM CUT 0R FILL SLOPES - 2: I . fo E5L.OW OFF — II / 59 6 'a 35 t , 39 qG w 'a ����� N�. 198724 4" PROVIDE 5 WIDE BY I HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL 1 _ 36 LOT NUMBER s' y° ! x` 37 38 8 FILL SLOPES OVER 5 ' HIGH" ` w 12 d 7 rr 13 4 5" ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT 2 MIN. ABOVE PAD ELEV. . I �t � . .. • INDICATES MODEL55 t y • .,�• SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY i r � PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS 1� TR �4 • � � � fid• T � o� , 4 R 1 a OVER I DEEP, UNIT TYPE B .:� ROUND OFF TOP 18 53 = '` ; 6, A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO CITY OF TEMECULA INDICATES ELEVATION I7 � 4 rr a ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH ,a. f t, vt 7 28 29 3Q .� .. W 5 51 ,� Mp► .. §t - f�•: WITH T VGRADING PLAN PRIOR TO GRADING I N ACCORDANCE I H HE APPROVED I8 r +A -J T T T T A E TO LINE. D ISSUANCE OF HE BUILDING PERMIT, CER IFICA ION SHALL B I9 awl"a.. y,' INDICATES AMOUNT OF X .�� 1 ` ,w ` �� r ti: GRADE i ELEVATION AND LOCATION OF CUT / FILL SLOPES. EXTRA DEPTH FOOTING Zo T 77. P��. T t I� M15 T V . • G '�' Y Or .', ,•^�� r;:..''.e'.` 'a, .. .'A ry""a'' '..i. ,y`x :'. 7. PROVIDE BROW DITCH. DESIGNED TO HANDLE 100 YR" Q STORM FLOWS, ALONG • (..4' y* T'.,. ,A..`•.: F. - 5M.' "y.,,. r• : :f. ..•, V`r ✓J .J .yp n T T REQUIRES A BACKWATER VALVE HIS LO EQ ES - w , TOP F CUT SLOPE, n • M M. .V. KY I 8 2 a 8 u SECTION B r T U. P. C. PER APPROVED , - R S C 409 0E PER E W; T F, ~ r S ) r v 4 w ? !.. °, r _ t.� � :�.. ., �� . ; .. a , �. .,�� � .f � r � FINAL NA COMPACTION R P RT W I REQUIRED R FOR ALL FILLS GREATER THAN W N (evEEE2� �.. . . �� . . .. :� �, ��.. �, a - - 8 LE 0 WILL B E E Q U E D WATER AND SEWER PLANS,. t-4 R 1+C r _ ONE Fool. F AR YARD SLOPES GREATER 2 F'�„t.. .v•:3. :M .:fix` °a4 THAN 5 IN VERTICAL HEIGHT � . -' wow SALES OFFICE LOT NUMBER '( �.� ._ 9” ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF 5HeET wo• 4. I t-aa•7 �" SpWeel NO.2 THE PRELIMINARY SOILS INVESTIGATION BY: 5 MIN, P/L 57H e CT NO- 1133 NINYO & MOORE DATED: APRIL 2. 1990 TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE 3 MIN. I ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM-- MUDSILL MIN. MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- 6 MIN. ANCE' WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. a. 1O" THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING DEPARTMENT. TELEPHONE (909) 694--6411 AT LEAST 24 HOURS IN ADVANCE • REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION" THIS INSPEC- 2% MIN. TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR 2: I MAX. 2 1 /. MAX, EACH LOT, ,SECTION D Dw II " CUT SLOPES EQUAL TO OR GREATER THAN 5 ' IN VERTICAL HEIGHT AND FILL SLOPES EQUAL TO OR GREATER THAN 3 ' IN VERTICAL HEIGHT SHALL BES (N" T" S" ) PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO THE APPROVAL OF FINAL INSPECTION. „ 5 ' MIN" P/ 5 / MIN. ►r 12" DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS, 6 MIN, 6 MIN. .,_.•., �._ . 3 ' MIN. 11 1 / 3 ' M I N o 13" FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT 3Z� LESS THAN I /2'r PER FOOT FOR A M I N I MUM OF 3 FEET" MUDSILL MIN, MIN" MUDS ILL - INDEX M AP � a' 14. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT .a:a �:q• OPT" SCALE : 1 = 200 ' CERT I F I CAT I ON OF BU I LD I NG PAD ELEVAT I ON" WHERE SPECIFIC ELEVATIONS •• DECK ARE REQUIRED. THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL .e •°• • / T R 4•• BE GIVEN" IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE �• 1 IS REQUIRED. THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE 12 MIN" � GI V N. 2/. M I N. VE NS ;. 21X MAX. 4 2/. MIN. 2" 1 MAX. 6 TYP. I 1 5• EROSION CONTROL : ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE '� PLANT AT 12" ON CENTERS OR OTHER APPROVED GROUND COVER, SLOPES OVER 2 1 /. MAX, A , 15 ' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER. SHALL BE PLAN- SECTION TED WITH APPROVED TREES SHRUBS. OR COMBINATION THEREOF " SHRUBS U) CONSTRUCTION NOTES & QUANTITY ESTIMATE SHALL BE PLANTED AT 10 ' ON CENTERS. TREES. 20 ' ON CENTER, COMBINA- (N" T. S. ) TIONS. 15 ' ON CENTERS. SLOPES OVER 4 ' I N VERTICAL HEIGHT SHALL HAVE NO" ITEM QUANTITY UNIT PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER • 2 U. P. C. CHAPTER 10. R. . I LOT GRADING (7 4 LOTS x 15 C. Y. / LOT) III 0- C. Y. A 16, ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR BENCH MARK TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING, COUNTY OF RIVERSIDE B.M, NO, T-29-8I ���� 17" APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE 1 112" BRASS DISC IN CONC, CYLINDER LOCATED FROM THE INTERSECTION OF FRONT ST. �,L% THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- AND RANCHO CALIFORNIA ROAD. 1 .8 MILES N.E. ON RANCHO CALIFORNIA ROAD ti°,,. RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION, UPON TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND MARGARITA ROAD,IN THE N.W. REQUEST. THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED CORNER OF THE INTERSECTION I ' E. OF A 7' CHA I NL I NK FENCE. 21 ' x 16' TYP I CAL OVERALL F D I MENS I ONS TO THE CITY ENGINEER FOR REVIEW AND APPROVAL" AROUND SO" CALIF, GAS VALUES. 40' N. OF P.P. (N0.#) 94' N. OF THE CENTERLINE . OF RANCHO CALIFORNIA ROAD, FIBERGLASS WITNESS POST SET I W. OF MONUMENT, N. T. S, ADJ. DATE: 9-13-82 ELEV, 1128,410 • LD 95 141 &9% ODT"1��11�75 APPROVED BY: E E T Z4-94RDF t L.,� NO. It)k � N. �, BASIB OF BEAR I NGS OWNER/ [�BVBLgPBRAssociates �K�E�� G�Tpf�(N . F�Rodert Be�,n, �2 �lzam .�'ros� � � T c�oT 47• CITY OF TEMECULA FMAN ROA ,� �. A. r MAP NO. 20079-3 FILED IN BOOK 150. PAGES 41 THROUGH 46 SAN DIEGO. CA 92130 -�. RAYMOND A. CASEY R.C.E. 4 1880 (909) 676- 42 FAX (909) 676--7240 N0+ PRINCIPAL NC I PAL ENG I NEER EXP. 3/31/96 TRACT NO o 19872--F L0TS I �-26 • oOF MAPS •IN THE OFFICE OF THE COUNTY RECORDER OF (619) 259--BOOo 43090 o R I VERS I DE COUNTY, CAL I FORN I A BE I NG N 78° 07 '05 W EXP.3--31--98 - CITY OF TEMECULA OF REVIEWED BY: cJ' �- 32 , 33f 38-- 5 >,9 C1 V DATE: b Its 1+ ��' OQ` DATE BY DESCRIPTION APP 'D DATE M I CHAEL A" LMAN R.C.E. 143690 R E V 1 S 1 0 N S DATE. PREC I SE GRAD I NG PLANS JoNs 400557 IN SEE SHEET TRACT NO o 19872 DoT 25 I � PE 1062 . 1 � � LOT 70 � 11111111111111111,111 Jill 111119y.sa .. PE 106 1 . 5 Ill....illllllo� oFG 11111111 WON-00MI1111111111111111 62 I .96� 1% � 2 �. 62.2 LO . Y o � - - - - - - - - - - - - - - �O �p I— U p�X, O • W N U. 00 �oil. � � Q N N N N � –j LOI LOT 3 7 ��s.' `� 13 u: 9 50 0 �.. o o 1Linw U. W � m Q LOT 69 1M U. PE 1061 . 7 f— 00 U. N 28 196. 93 � W O �5 � • 123. 75 LO All Iu� 9 N LOT 36 U) �' LOT 27 0 � PE 10621. 4 LO o 6 °o -o 196.85 30 , 30' � � 1 2 18' 1812'wo- 12 I . 82 6' 6' SCALE o I " = 20Q)' I M 91 I U-) LOT 3500 Q � LOT 28 Vol `o O 196. 43 I � 119. 85 - - - - - - - - - - - - - - - o 0 i� LOT 34 � _ `r o, `r PE 1062 . 4 LOT 29 o � TRACT N 0 19872 — 4 196. 03eve Nr ciboo Qi Al U �� 62. 19. 9 I — 1 — .......... 2 � 9 :, 2% � FG %I ca ��27. 72 � � C T NEW !" CO�PE� SERVICE' - - - - - - - - - - - - - - Ir IL MIN. � 8 �, w � L� E ¢` 3/¢" Mc-'rER In!/7'N METEfZ fox eol oll Qolv � — oo t� ---------- -.of P � - �3 CoMO oc0 oN cD 0 (0 � XWA7'F-.FSSR vilc6 t40 5T0Pl4T /\1AlNU-+ 2 w ,. (Alo-r nER m17-T-reo uvoeAL 0 T 30 F- 1 TNESE p(-.A S.) O h o I � 0 1 + `t N0 Q)U. — QUO G' L10 195. 23 /� t� � � (O Nr � ... 108�' � ... ... x I ca 20. 00 I 19. 67 6i � � � rn co N m LL 2 ( I 1 v 7_ 9 a (D a (D �-�, o �1 LOT 3 I (0 .....................\ L0 ' -----------N Raw181 a6l � 106. 66 1 � be fill p � VIA � `°�G� -- -- G B T 0 SIM 10 �E�� R LAN NO �TPIzIt�ITs {� �� APPROVED BY: SHEET Robert Bein, William Frost �c Associates � �� , CITY OF TEMEC ULA PROFESSIONAL ENGINEERS. PLANNERS & SURVEYORS CO A ��� °� oo— � �— Z 28788 SINGLE OAK DRIVE, SU17E 250. 7EMECULA. CALIFORNIA 92890 � (� �y TRA C T N0. 798 72 (909) 878- X12 PAX (909) 878-7240 � N0. z RAYMOND A. CASEY R.C.E. 41880 � 43oso �, PR I NC I pAL ENGINEER EXP. 3/3 I/96 on REVIEWED BY: � / 0.0iEX C�y i�98 PL 0 T �c PRECISE GRA DING CITY OF TEMECULAOF O DATE: 14 9TF �F CA��FpQ`� DATE BY DESCRIPTION APP 'D DATE 269 MICHAEL A '�YLMAN R.C.E. 43090 � LOTS3�R E V I S I O N S DATE: i � �' r , 33 2 i J . N. 400557' Y - F SEE SHEE 5.000, w-I T R 19872 .000 Climb 1; .000, T I 0 LOT I • 01 idd ----------- - _ 0) 11111011 (pAl.0I �� �• _ 1> _ • .000 W0 .001 4 woo" o-lo �y v" •• _ 16.55 LOT 341110 02,00 lop .00" poill, W II CP ._. W ' 0 � 0+''� To- 5 Cp SCALE n 1 201 o 9 O_ C.A��,f� , tY rn o U�. 6 �, �., .� ��• o LOT 52 �. � U r•�• 3.6 � o F• �� W �-- ' ,6 PE 1 .00I /,g 28765 SINGLE OAK DRIVE, SUITE 250. TEMECULA. CALIFORNIA 92590 CJ �i � RAYMOND A. CASEY R.C.E. 41880 (9O9) 876--8042 FAX (9091 976-7240 � N0. PRINCIPAL ENGINEER EXP. 3/31/96 CO) 43090 ,�, OF o ExP.3--3 1--96 CITY OF YEMECULA PLOT & PRECISE GRADING REVIEWED BY: ljj x C1 V 1\- ��' APP 'D DATE DATE: I F o DATE BY DESCRIPTION r o� cA�\F MICHAEL A r TY AN R.Cr E. 4,3690 R E V I S I 0 N S DATE: ` -- --�- 011111"w J . Nr 400557 SEE SHEE -F TR 19872 - 3 LOT 34 PE 1067 a s LOT 351 I LOT 36 I 1I PII 1 I PE 1 067a 8 QBSaS I LOT 37 LOT 38 I 1 I 1 1 PE 1069x5 I LOT 39 I 1 PE 107005 I I r I 1 1 I LOT 4Q LOT 41 � � w. 51 , 68 I I P E 107 106 I r -y 62. Bg -• 43. 13 1 1 I I PE 1072aO PE 107205 co rod` --••• 43S 13 I I �0 G• 4 3. 0 0 � • ,n mm�. 43, 13 1 I 5 3 45. 09 .. I 0? +' 0 4 5 3� 13 1 I 1 T1 I 5 . 00 00 0) (D *� 0 5 p• a. .., 4 3. 14 I 10 10 0 °Q 44 1 14 ----------- ......... F�• �. 1oCO9.9 N S 1 o ,. I°��+ Ia�2.G 50• p a. 6 r� P �- 0 . . -� o o ..�, 64, 46 9. 0 6 I' H•P �- o1 r. '�' 4 � r+.�. H. • � t .3 9. 0 80. 17 F G F- 7 0, 2 \ r,r� 7 -�. F.t... H.p. , P _ _ _ _. ... . . . . _ ___. . _. G FGl.•, 11 H•P• -- 'n OPT �Cn,. cv 1 � ••4g ^� FG 71 . 8 0 0 00 FG DECK CD - _ PE 1069. 0 FG T. o DEC �-, PE 1070. - OPT, K . FF 1069, 7 -72.$ w 0 1 • EE 1 azo, DECK PE 1071 5 • o �- 9 co LOT 54 FF I07� �' o 1 : R : lo. 0) PE 1072, �`- 073.7 c� A I :R F. 3 • 0 � 12 t 8 F'C� d- o u- F F 1 ~• �c J H•t L Q T 26 164 .�- a 1 PE 1073, 6 -- 5 PE i 0 7Z.o 10 P E I 0 I Q o70 A �. o t • 9 � �:�. F F 1 0 7 4, 3 0 0 7Y FF 10 J 'g' 1 ° t F` r T R I 9872 - F 7 . 71 . 6 •I o G 4. 7 72.7 0 [� -70.1 14 7 2: R ,�. FC 69. o F �. .2 F•C.. &s p F X9. 8 � � � B � 7� -- � G s .4 �. 2 - FG F • Or° �. �` .0 2: R71 . 8 GF 1073. 0 °�4 - -- G• ._ �' �. .� D • � • JF F � G N A 4 72. 8 7 - . 069, 2 FG 6 G GF 1070* 4 -l�.o FG �--�_ 72,7 F 1073, $ o� � 10 = GF 1 p o . Com. 8 l+R t� cv 69. p E . I GF 1072. 0 FG 73. c� 7 0 70. 9 6 6 `7l.� 73. 6 6 12 C v� G F 7 P-c.,. ��J'3e N �' o: F G -----� F G .. Cn rL (.off. o F G G 0.8 71 , 4 a a •' CO - LOT 2 7 0 FG . . � OV . N 19. 20 1 �; PE l �Jv Is 0 0lo cv �, r� .d- �, 9, y N ,�. 7/ �` 1 F T R19872 - 3 4 3, 0 p r.., cv � �7 ,7 ca .8 CO G o - ��• 1~S. 5 �e. �.� 45. 09 r • 38 'S �, o28 �• �- � 610 /o" .� 4, Lir� • -- o �°00 G � LOT 28 � � 0 7z � co � T �°� ti V o '�• S • 9 LOT 53 0 0 �, o g9 J��. ,, � _ • , �. . PE 1 OTOm 0 Ld COUR �. 0 G • r co u-' 0 • 1072'C) 38, 00 r''•5. 5 W t,9.� (09 C0-7•7 • 0, o4 3. 3 8 5. �- 'C. --� o (09.Z 0 0 e�° !~ Com.$, 0 0 ~(19.7 �, F. o 4 6 �. FG ,&�. �:• .L. 8. $ ,�,. G e LOT 2 9 FG FG ) B. � � � o �• '9 � �'• 68.E FG 'r �`` � � � 68. 7 8 7F F �• 4 7�0 �1�•� PE 1 068a 2 ,- O G 6 70.5 70•? 4 7i. . .C• GF 1468, g 70, 2 1 .. GF 1070 3S, 0 F G 0 0 � w Z. a - • 4 GF 10 71'0110 , I F G cn Ss .�• 00 7 4 0 69 B .�, 71 ,7 F G (D 7(.S m 5 V� F �7 u7 69.z 71 . 8 '� °0 9 2. GF 10 7 ~- L 6.b, 2:R 12 FGo N � 17,9 4. 2 I �n � y .� 1072, 0 F G -Iz 5 `'� F•� - I00 6� � �. 6 72, 8 FG -- F'G•��•� co a A � 7 8 I • f 13 72, 8 -FG FG 4, 0 1 Co FF" 1069. 4 E - 2: R GF 7 5 a 10 73. 7 3, 1 ,�-- PE 1 p 7 .9 0 3. 5 5 I 6 FF 1070. 9 8. 7 •1 �.. 6.$ 7f I � PE 1070. 2 J -7Z.S GF 107 o . .. C B -71.9 3. 7 0 0 �. I r� I �,o -L 7 ZI 14 9 1 � �- 0 13 � FF 1072, 5 -72 .7 C ;� PE 1066a 4 A P E � _ ��.� -- A LOT 52 10 71 . 8 �-- 2 I � • OPTS � FF 1071 • 6 00 � + .�.. 1 � OPTS 0 _ 6+ �- .. SCALE 1 _--- 2 0 to DECKPE I L,� �. 1 1 �. F 10 7 3, 5 .4 -� . •+, DEC 0 7 0, 9 � F . I , K I 71-g PE 1012, a F 10744 7 8 0 FF 1074(0 00 . 2 m ft" F G c� E 10 73. 5 Lu 0 - 08.4- o ��.,.... ' FG oPT• �. N 10 �� I ~ � �� -.� 6 0. 9 �=�..1-f. �' Idc�,9 � , 7 0. 9 7 p � I � ' '�" 8 .�. 0 t oMS DECK I lz•8 : . t~� �, F s: •/ • soft �, J 1 '•P' r N 0 . G F�G d- O G cv N +1 13. 9 I � � o o I � � �'4. 0 00 �. 43, 0 1/° L!. 0 1 / I� � 7490 29 � � OPT, la �� � o ro71.5 a ?3 7 LOT 31 . • "c..��. , ��• -- DECK o �.�.��-I•� �� c�, I 43 0 +1 QP T• fy7 ... H. 00 . � 43 PE I 064a 7 I 1 6p -- -- � (0 1' DECK 0 0 Q o / (0 .�. o I 20 �" 1072 .5 0) 44, $4 0� o 06 21 , 2o 6 10 ............. Z� • 4� . . 1 I�� t 44. 70 • 6 � � 25 I • � LOT I LOT 3 4 I �`. 00 \ PE 1 065a 6 I 11062I - - LOT 35 PE I -- - -- I PE 1062a9 T R 19872 - 3 - - r LOT 36 PE 1063 a 5 .1 Ree tr7E t? ALU FOO T P 1Z1"T 6 APPROVED BY: PLAN N O. � CITY OF �H E E T VICFESS/Robert Bein, WillZam .1�'rost & Associates , EMECULA r .. �{ PROFESSIONAL ENGINEERS. PLANNERS & SURVEYORS ? �' y� � �- 1 � A C N09 /9N 8 72) & ._._. 28785 SINGLE OAK DRIVE. SUITE 230. TEMECULA. CALIFORNIA 92590 V RAYMOND A, CASEY R,C.E. 41880 (909) 8788042 FAX (909) 878-7240 2 No' PRINCIPAL ENGINEER EXP, 3/3 I/9fi ° 43090 � o ExP.3--3 i--9s CITY OF TEMECULA OF REVIEWED BY: >' C I V `�� APP 'D DATE •� ,•} � /���, DATE: � ►� � F �o DATE BY DESCRIPTION PT I ON OF- CAL MICHAEL A. LMAN R.C,E. 43 90 ?m cl�. o R E V I S 1 0 N S DATE ._ �. .- J a N ,2 400557'• JI "FAULT HAZARD AREA"' AS DETERMINED BY DOUGLAS E. MORAN, TRACT 19872 INC. ENGINEERING GEOLOGY & SOIL ENGINEERING. REPORT DATED MARCH 10. 1989 AND APPROVED BY RIVERSIDE COUNTY ENGINEERING -5q,22 \ GEOLOGIST ON SEPTEMBER 1 2, I 98s. BUILDING SET BACK LINE a8•g2 I 1 8.66 44.22 47.85 45. 20.58 I 1 51 .02 02 25. 13 I 1 � I 1 � I 1 ------------ A2•g8 I I u► I 1 I _ I � I I A I I 1 N O 00 z ap N N 'd O I o W I � I 1 i � 1 00 000 1 110, a I I \ IL � o ' LOT 22 I LOT 18 I � � LOT 21 I LOT 17 w LOT 23 LOT 20 I LOT 19 I 1 n w I I � -� � I 1 I � 1 ...............................I... 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E SNEER NO � 5� SCS E T LOT 8 i LOT 4 1 LOT 7 PE 107400 PE 10 7 2n 5 PE 1074 ° 0 \ Rev1SEl7 At�L �ooTI�RfNTS APPROVED BY: SHEET Robert Bein, Willia* E�� 2-i4�4 rcgF Qi P�,�,�,, coo. Z ��f"` ' ''' F Frost �c Assoctiates T�MECULASCALE o I " = 20 �� �, A• T C� �� ,-- � C' PROFESSIONAL ENGINEERS. PLANNERS � SURVEYORS �y � �z � /orTRACT N 0 n 19872 - 3 28788 SINGLE OAK DRIVE. SUITE 280. TEMECULA. CALIFORNIA 92590 (sos) 878-80 FAX (sos) 676-7240 � � No. Z RAYMOND A. CASEY R.C.E. 41880 j 43090 PRINCIPAL ENGINEER EXP. 3/31/96 0 �xP.3-31-96 PRECISE GRADING PLAN �REVIEWED BY: % �, CITY OF TEMECULA OF J � � C1 V 1 DATE: � 1,$ ATF OF CAL�FOQ� DATE BY DESCRIPTION APP 'D DATE MICHAEL A. YLMAN R.C.E. 43b90 S 2 4 - 2 8 R E V I S I O N S DATE: � JaNa 400557 .t i E_ 7 LOT 17 � S�E PE 1 0640 4 SEE 67 . 44 31 . 89 C LOT 45 �° �• � �, ��1% � �� 2�,�, � 60 r � 10 �� LOT 78 PE 1 060 e 5 � m COD)� _ m 30� 30 " � w ,� o � � � � _ �� r� > PE 1 4 D 1 IN 36 NAGE :�E_� � ,� � ,� -�� u�l r� � � � `�' 's cG� 0 0 60.6 61 ul 73 t o � m o '�?0 �� � 8�.W. - ;,. ;'�� �a'�� � rn -n -v � � r 2 LOT 7 7 CA CL_ co PE 1063aO 00 0 0 0 � � 2 .00 �. � ��'�• 0 0 � '� � °' � rn% SCALE o I = 20 ' 01�. 60.5 I/• 10 -n 0 co � I g ..... �,� �2 � 0�1 co i �� �10 o � � � 35 G) 115 1111 11 .36 � F G t-- �n � N C � ' r will I d� � �t ,n N �, U O606 c; (D LL-LN 1100' ill Ul a) -� I% 6 2 O o 0 01 (29 LOT 76 1z) + C; 0 _.q UD C:) 0 0 PE 1062 a 5 cj) -,t -_3 u") G-) __1 a 0 a 34 �o 0 !b Xk ­�3 ULI a. o pill °� � aim ul /001 /101 ' � ' �w � � � 0 N FG .. TRACto/ T NO o 19872 — 19 o (D Ac3 o � tC 74� O � o � � � � �� 200 / .. •� t% 61 .2 00 _ re u' 1 2 o o � 4 o cs h�'v• 2 Q c� -r, -v �v n �-+ �' 'w� LOT 7 5 o .� .�. o`er �' N - ► � a � � , -,A PE 1 1 �, w � � �a) � � o��, �. s� S l cN� N � v W o --- 0 cv) � 33 �,� c; 10 C) tlo r.. ... � 2 N c� � � co N 13�,26 �2. �.�% �,� � �\ � c�' : 1% k 0 LOT 73 83+ � � p� t0 o �1`" o � Ic/a � 1 0 ,� • • � � PE 106OaT (p o cD Cb 14 0 o 2 8,6% ; � � ,,, � - � � � 32 :° , r'n 1yc; cn a 0 0._ U, (0 (,n '.�1� � Qn 0 0 10/9 �- � d' lP � .p6 � cn �— O co Q'17 �o -r, -v c, . � o LOT 72 1 00± � � � � � v� rc �, � � o J ���, h�'G. �� 23 �, � : _ `s �' o 011� P E 1061 o 0 1 v � ate. u- � 2 A � h°bG• -�c 9.2�� �' oc� ' � (� n — O) � Q, � I F- � � � c, G, v' � J N J I d� �'� 0 co 000,z 4•� ��t �' � � w � c� Q, 50 .� 135 � 61. 016 �� � �23 , 30 6 � - o 3 Q,N 'FGC(I ,AI m o � S u. ��i, oo �•• 6� ,a .A 04 t � , Y � 1°� 10 o � o N � o �' g � N --i- G-) � _ w � V' o� � � .° �• �� T � d N � D LOT 7 low3� . 6.0o Nb � � � � � 133 41 � PE 106 I o 3 00 29 0 0 �2 IBB-92 ul (D(D -3 fill � - - - - - - I OO t p O p � — -- -n o `D I � � ,� � �"� � �°`'��'' �� a �� o N � °� °; � N��' o LOT 70 o ti � .�► cs, � N o� — u� co — c' — PE 106 I e 5 . moi N 4 I{ T \9 1�� ... 127 . 84 25 . � . 19 5.64 23. 9 LOT 26 SEE SHEET 2 PE 1062 2 �F 0��AN,�,2 �G�'fpRINT�! �t,��� APPROVED BY: CITY O� TEMECULA SHEET Robert Bein, Witliam Frost �Pc Associa tes ��pall 1111111111111 11�11 E��`� G< C' f1k 0 "1, 8 PROFESSIONAL ENGINEERS. PLANNERS & SURVEYORS � �P �� � TRS CT N0. ��lU /2 28785 SINGLE OAK DRIVE. SUITE 250. TEMECULA. CALIFORNIA 92890 v RAYMOND A. CASEY R.C.E. 4I880 (sos) 878-8042 FAX (sos) 878-7240 � � No• z PRINCIPAL ENGINEER EXP. 3/31/96 � 43090 �EXP.3-31-96 � CITY OF TEMECULA PLOT �c PRECISE G-RADINGofREVIEWED BY: t / J'] C ��� �`Z' ,i � DATE: �� � TE' �F ��FOQ' DATE BY DESCRIPTION APP 'D DATE MICHAEL A. YLMAN R.c.E. 43090 �A R E V I S I 0 N S DATE: ���`�. L D.TS 18 — 25 �c 38 —' 4`t !.l