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HomeMy WebLinkAboutLot 4-19 Precise Grading i P.L. PRECI' SE v .J > z ` a. tai 70 ' NO , 23267 3m HEARTHSIDE � I i F�Fy�Cy o -LEGEND CITY OF TEMECULA F-1I R FIRE HYDRANT Dol FINISH FLOOR - PAD ELEV. + 0.5' BLDG STREET LIGHT _. DISTANCE VARIES DEEPENED FOOTING (DEPTH AS NOTED) -� 56 5 MIN. 10• ti MODEL DESIGNATOR MIN. A A R FINISH FLQOR �► MIN. BLDG. TYPE PAD ELEV. F,).50' 2 x 1 % FINISH PAD ELEVATION N 999-9 MIN- W z PAD ELEV. �� FINISH FLOOR ELEVATION z F.F. 25 z 111 GARAGE F R F ; ECTION B 8 �° >- g �► 4 r — 49 L00 ELEVAl10N G.F. ILL z C7 MIN_ N.T.S. 214 46 47 �,ko HIGH POINT Hp 4500 t8 v $ o 43 44 �,o�'' DIRECTION OF DRAINAGE n 42m 39 40 41 2 36 212 N 2: 1 SLOPE (UNLESS OTHERWISE SHOWN) M -- � M low 209 » 87 , 7! ✓ LOT NUMBERS COVERED BY THIS PLAN z M Dills 13 y 1 27 311 �` � 38 90 89 GENERAL UTILITY EASEMENT C.u.E. 0 c , 26 28 34 �i, 191 z 192 2S GRADING NOTES T O' � 29 33 193 r, GARAGE FLOOR= PAD ELEVATION 5 S 24 3132 194 t95 1. ALL GRADING SHALL CONFORM To THE U MFORM BUILDING COOS CHAPTER 70 A / S 23 30 196 AMENDED BY ORDINANCE 457. N 1- rn. R 40 1. TYP. 22 197AV : ?R LOTS /+�, !!�-'J!, rn MIN. 1 19a! !BS -ZOd, SEE f/NE BRAD/JRI� 2• WN1MUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1X. DRAINAGE 3' MIN. 20 199 / PLAN /�R SUTER R/DdE SWALES SHALL BE A MINIMUM OF 0.2 DEEP AND BE CONSTRUCTED A MINIMUM OF N Q FINISH FLOOR MIN 2y. MIN. FINISH FLOOR ► 3 2 MSX ZO�AX / LD 9� //6 Sid. 2' FROM THE TOP OF CUT OR FILL SLOPES. _ 200 I[t _ �' 01 / 3. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOILS PAD ELEV. 0.50 PAD ELEV. ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND t-0.50, 202 3 20 WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1' DEEP. � i2 04 N my VP 4. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLGREATER EATER THAN x 1 05 2 ONE FOOT. R/W LINE SECTION A-A \ 0 5. THE CONTRACTOR SHALL NOTIFY THE ENCINEERINC DEPARTMENT AT LEAST 24 208 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. N.T.S. \ THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL \ SCALE: 1'm=* INSPECTION. 4 TD PHONE: 694-6411 �0 C�'Q 6. OUST SHALL BE CONTROLLED BY WATERING OR OTHER AP'PROILU W-THODS. TYPICAL LOT GRADING 7. F1NtSH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS �� THAN 1/4- PER FOOT FOR A MINIMUM OF 3 FEET. SCALE 1' - 10' FL 8. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. _ I 9. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REOUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY I ENGINEER FOR REVIEW AND APPROVAL. i i 39' I♦ N �p NOCATES DEEPENED I O ESTIMATE OF. .r FOOTING OF POPOUT g N O ,� 0.2 BELOW ADJACENT N EARTHWORK QUANTITIES �p FOOTING ` D TAIL 'A' 2 RAW CUT 475 C.Y. N.T.S. � RAW FILL 0 C.Y. 16.33' 27.33' �� 25.33' SITE STM DETAIL 'A" STA TE 79 _OWNER/DEVELOPER q q MP RO CORDO A TYPICAL BUILDINGS �N° { SCALE I" = 30' BENCHMARK DESCRIPTION PRESLEY OF SAN DIEGO nderground Service Alert W 15090 AVENUE OF SCIENCE J P WOLF VALLEY NO SE ARCHITECTURAL PLANS FOR FOUNDATION OIMENSTONS ELEVATION : 1052.514 RIVERSIDE COUNTY DESIGNATION: T-2-81 STAMPED ON 2 1/2" BRASS SUITE 201 Call: TOLL FREE NOTE: MAINTAIN MINIMUM 18" WIDE PLANTING AREA BETWEEN DISK IN CONCRETE CYLINDER. 3.4 MILES SOUTHEASTERLY ON HWY. 79 SAN DIEGO, CA. 92128 BUILDING SIDE AND FRONT WALKWAY FROM THE INTERSECTION OF MAIN STREET AND FRONT STREET IN TEMECULA. AT SOUTHWEST CORNER OF THE INTERSECTION OF HWY. 79 619 451 -6300 -1100 VICINIW MAP AND MARGARITA ROAD. 109' SOUTH OF THE STREET CENTER LINE OF 110,NTE &!,►EETS 3 7;+R11 Q A+12 [oNmWa HWY. 79 AT THE NORTHEAST FENCE CORNER OF 6' CHAIN LINK FENCE PARr of TN/S PLAN. 422-4133 NO SCALE 1 AROUND WELL SITE. 9' SOUTH AND 2' EAST OF NORTHEAST FENCE CORNER. Two WORKM DANS KFORE YW QQ 94-!!S OR RECOMMENDED FOR SEAL CITY SEA _-=4 Essio APPROVED BY APPROVAL ' Q?' _ 13 lf, DATE ../ROBBY Engineers Planners Surveyors TRACT N0. 23267 — 3 SHEET N0. w U P� � CITY OF TEMECULA �y� = DOUGLAS' M. WART, DEPUTY CITY ENGIN TEMECULA MEAD 5650 El Camino Real. Suite 200 R.C.E. NO. 7254 EXP. LATE 6-30-96 B E N T O N Carlsbad, California 92008 TITLE SHEET sheprivateg oEcErE stirs_ 3-6 • cors s- owcr �• . DAT!: 9 "I' , U� S, �. DATE & seeOciAT�e (sig) 4118 - 1210 PRECISE GRADING PLANS R2sHTs. enq eer signing these plana is responsrb/e for ossurinq the accuracy SW A*V CMA L .r LOTS 42,490005 SHEET$ NO. ? t and acceptability of the design hereon. in the event of discrepancies arising otter DATE BY MARK s A CHECKED BY * FOR HEAMSIDE—PHASE 6 FILE NO. city approval or during construction, the prlvote engineer shat! be rosponsib/e APPR. DATE CIVIL �� SCALE BENCHMARK T - 2 - 81 ELEV. = 1052.514 for determining an acceptable solut/on and revising the plans for approval by ENGINEER REVISIONS CITY '�jf 0�� ALEYANDER W. URQUHART SEE DESCRIPTION ABOVE FOR W.O. the city. DATE Of lTr� DATE 4-17-92 DESIGNED BY DRAWN BY CHE KED BY R. a EXP. DATE - 0V3PP TS.DWG I i i I 1041 .4) w l + + 12 `\ INDICATES 1 ' FIREPLACE POPOUT ALTERNATIVE 26 \ \ * TO STANDARD 2' FIREPLACE POPOUT 104 .� �b 43.6 o •',. 13 i 25 IF INDICATES DEEPENED�ADE�-DTFooEI�olu POPOUT 3 e N F74 1043. �'' (1044-1 Z) 1043.9 or s / SCHEDU -E s �g�9 zs / DRIVEWAY OPEN I NGS ig LOT 4 25' U' LOT S 16 56.41 © V. 01' (1041 .0 LOT 6 27' �. �b• sf ? 9'S 24 LOT 7 25' a , '\ a 4?. �°� Ko 9 es LOT a 27' 'F� 8 Tc 3 ��.,<<, 1 �1 LOT 9 22 '' tt •�, LOT 10 20' • w t OS o� o �' ' / LOT 11 20' • TC 42 7 � iJ as. LOT 12 20' • 21. 6.92 4T 19 `G Al 02 e•s4 1AR • LOT 13 20 • g ,; - C 1043.6 4 LOT 14 16 10 8 2AR C �► a es 23088] ' r 40. LOT 15 25 G w •* 106 23 �-� LOT 16 27' t 1043. �'1 LOT 17 16' 42.02 c.' 42.e Y", % / LOT 18 27' P4 .9 5 TIC �; m F 2 LOT 19 16' 41 . 9 42•2 N r'. rP T a. 2 FL 3gR �5 RTES: \s p �'► !k �1 6 20 1043• p 1040.61 DRIVEWAY OPEN I IVC •I DTHS ARE MEASURED AT CURB LINE. 8 '� �� G / ) + + CENTERLINES ARE PERPENDICULAR OR RADIAL TO CURB. -n 1043.6 '� 1. C, Q. s .Iq �' IV .� of c► w e' 22 / SIDELINES ARE PARALLEL TO THE CENTERLINE. EXCEPT 43.4 -P `�• ° ` . / 4.5%, THOSE MARKED BY AN ASTER i SK (•) INHERE S I DEL 1 NES 0 o a, ARE RADIAL TO THE CURB_ 41 .58 6 42.3 TCFL AX g 16 �_ ♦Z v ♦1 - ` © 'G� 1040 44) SCALE 1 30 AJ.7 AR 30 0 30 60 90 •� e ' 1042.7 s �,. / 21 Ot /' , � Ir. %. - *2 .op4 g GRAPHIC SCALL IN FEET 8 v ' [� ,�� 4 .9 'c�, / (140.2) s !g !SM �' T�1� �o d4 s�,. 19 SCP s� �� v► 1 R / ZO / a� 0- •� `�° © 4'•3s � .�s- 0 1042. 18 �'' Tc 42.9 Lo FL �•� lb 40 T� s. 1 TM 9 c ,�► .�.s 3.CR �? �•c / e� Q 1042. 41.7 GE s w it ti ! 19 lop 10ir ` g`r r� �°• 5 � �' TC 40•G � � 1041 .19 / t ,TC 'x•24 01 TIC a 1 / �R 10 0 4►`3� AZ /•J sp 6G 40.42 lop9 s• / 20'1 6 TC 39-54 or4 O a �? l�J / C '1 ►• (1041 . 3A 22.67' 5 ' 1042. h �; o SIC, Tc / \ 202 \ (1041 5) �ZG C / ('�4 \ 3 \ e \ 203 �-- 1 "�4 / Tc / \ 00. 2 i / \ 204 Underground Service Alert (104 17) Co1h TOLL FREE \ 1-800 \ / 206 422-4133 TM MW INC IYA1"S BMW YOU o 1 G L d !41- //5 GR RECOMMENDED FOR SEAL CITY SEA QAPPROVED BY DATE RFESSIof �l Z CRO$BY Engineers ■ Planners ■ SurveyorsTRACT NO . 23267 - 3 SFCLT NO. AA DOUGLAS a. TEWART. DEPUTY GTY ENGINEER, OTY OF TEMECULA W�A D 5650 El Camino Real, Suite zoo CITY OF TEMECULA 2 R.C.E. No 37254 EXP. DATE 6-30-M EENTON Carlsbad, California 92008 PRECISE GRADING PLANS 2 39M PREPARED UNDER THEDAA Z r- d[ ♦e90CIATMI9 (619) 438 - 1210 of �r SMts The private engineer sugninq these plana is respansmble Apr assuring the accuracy 5, Wu LOT a-?A TO U 'LWIVEILAYt•27 rOlf,GOT/B-?CRT03CR 1 DATE VI F LOTS 4 TF•RU 19�p and occeptab#ity of the design hereon. 1" the event of discrepancies artsmg after DATE BY NARK DATE CHECKED BY t * ALE FOR 1"EARTHS�� - P}�U$E 6 FILE NO. city approval or during construction, the private engi,-re► Mail be responsible CIY1� ' 1" = 30' BENCHMARK T - 2 - 81 ELEV. = 1052-514 PHASE for determining an acceptable solution and revising the pons for approval by ENC INEER REVISIONS CITY �l ALEXANDER W. UROUHART the city. DATE DESIGNED BY G. WLLOM DRAWN BY G. GELLOM CI-ECKED BY OF A 1f FOR R.C.E. No 30958 GATE 3-31-96 ATE 7-28-92 w.o- OV3PPPAI .DWG 2 9 X40 e) 1 4� 31 \ �• �'� 4'�, 04 0 9) / •4 30 N 38.95 e \ 3' G.U.E. TC �, ,�,. � 1 A .♦� 1040. / IC SCALE: 1 -30j, �G S• �G �, / J9.02 \ '10 � ' ,O 3r.7 39. 14 +� 3' C.U.E. \ �G � FL wh" TC ,s � / If le �. � 041 .0) \ 30 0 30 60 90 ` 69 c ,�•Q -� .e 22.67 '� TC 'f 97 GRAPHIC SCALE IN FEET ,' �G 38.84 Q ° P TC 1(1040.4) Ab 21 ZG �• Y 1040.7 IV 20 R ---•� � -1 1040. -�-- (1'640-2) / , �. ' 198 4 ,� b'1 �'� fir• '� � b 41 ,04 1042.2 / / IVJk '� 4�. 199 J9•J7 ' q 4 titi / TC `�.?* / 1040.4 ,O 1041 ' / TC �j 10. FL C-8 o �G 3' C.U.E. `�• �' q� `` JS 5 4 0%0 N Q�• by b JI/ 22.67' 39.87 * c�1 2BR ✓ � �` ''�!• / �d tC 1041 %,A ,� s 1 -�- �4�) / '{ d* ,� 201 / �'41.3 ,` % , G 4 3 ¢�° 'E'er ,�- �• .w �� -� / ,_ 410 2P 40.0 1 BF IC 1041 ►ti CR 2 �'` •- ►� e Q 41 . 02 � INDICATES 1 CATES 1• F I 410 * REPLACE POPOUT ALTERNATIVE 41. 1 d- �,,� $ oz e�. 19 TO STANDARD 2' FIREPLACE POPOUT !��. ,�0 �►, © 3 ( �O!'Ck �•�" h 1 t� 203 / 1 ND I CATES DEEPENED FOOT I NC ON POPOUT •b °k 3B SEE DETAIL A" ON TITLE9•EET � 1041 . .1 f40.6 TC ,h 1 , ° 1R ti �� �� ? ,• 1041 .7 tiff �. 213 39.95 * �� ��• FE ,o A 2s s e�a TC ® e�� �d� OPEN SPACE ® 1040.7 , AR oil- SCHEDULE �# o• � 00.5 F�/ , �` L %7.6rye, 204 DRIVEWAY OPENINGS fl FL 9 C3 ti •,� 11.3 L 1 25 ' LOT 27 ' • •y ,� , '39-39 40.3 1041 . e+ LOT 3 16 9 s 205 LOT 30 ro LOT 198 16 41.3 t LOT 199 25 ' 8.69 G0. ��` „� LOT 200 27 ' 39 Q , AR �► .�' LOT 201 25 ' Tc 1041 . 1 °t LOT 202 27 ' ��ti .• 206 b 3 .�o'` LOT 203 25 ' LOT 204 11. 1 �. 16 e t4, LOT 205 27 ' 1 CR LOT 206 25 ' * /0001c c� 1o41 . 207 56 LOT 207 27 • �►• LOT 208 16 ' * 9 Underground Service Alert FE b NOTES: Ilk 208 � - � ° DRIVEWAY OPENING WIDTHS ARE Call TOLL FREE '' CENTERLINES ARE PERPENDICULAR ORURADIAL TO RED AT CUR13 LINE. 0 CURB . SIDELINES ARE PARALLEL TO THE CENTERLINE EXCEPT EXC T � 1-500 ' THOSE MARKED BY AN ASTERISK (s ) WHERE SIDELINES 422-4133 ARE RADIAL TO THE CURB . ' +y3 TV W"W"I NG QADAYSBEFORE YOU OIC C.a. G RECOM APPROVAL OR SEAL CITY $E �Kuf �,,;,� •94-!/6 G/a Q wq APPP.7VED BY DATE Z a "` CR081BY Engineers NPlanners - Surveyors TRACT NO . 23267 - 3 SHEET No. w. sT ART, 11Y torr F I I r MEAD 5650 EI Camino Reo I , Suite 200 ar Ma 309 R.C.E. NO. 37254 EXP. �,,� 6_x_96 BENT CITY OF TEMECULA 3 DELE7Te �f/EET • $EE SEPARA7� P-MAraE PCw t• ON Carlsbad ,sbad , Ca I i f orn i a 92008 PSC the ecce t bl7it y eer aie d q these *Ions ;s the event for sere p np the acing a S' AWU /, CNAN&E-140USE TYPE N 073 DATE PRECISE GRAD i 1 VV P e A� City approval nor o/ the design tion, t. p the event of discrepancies arising otter 0 L / 2 AND 20S LIPNEW,4YOKLOT J y (� 7 PREPARED UNDER THE DATE � � ��BOC:I�Tma (619) 438 - �2�0 DANS City etermin or during acceptable solut the privets engineer shall be responsible DATE BY ►LARK CHECKED BY * R ISI LOTS 12 .3 � &ITS. /or dersrmin;n9 on occeptob/s solution end revis;n the plans /or APPR DATE �l IV IL ����. . • . 30, 198 TI�IRL) 208 the cityc q p approval by ENC I NEER REVISIONS I T Y SCALE 1 . s �, DES I CNED BY G. b1ELLOM DRAWN BY DATE ' f f A6FD ALEXANDER w. UROUHART BENCHMARK T - 2 - 81 ELEv. = 1052.514 FOR HEARTHS I OE - PF•IASE 3 F I LE NO. G. hELLOM CHECKED BY R.C.E. NO. 30958 Dye 3-31-96 ATE 7-28-92 SEE DESCRIPTION ON SHEET NO. 1 FOR �• 0 OV3PPPCI .DMG 11100000 SCHEDULE DRIVEWAY OPENINGS 208 LOT 20 16 ' LOT 21 27 ' N LOT 22 25 ' �1. <042.) LOT 23 27 + + e6 LOT 24 160 + + + LOT 25 20 ' * + + SCALE: 1'-30' LOT 26 22 ' g ,� _,_ LOT 27 20 ' * 27 �,`'� LOT 28 22 w LOT 29 25 30 0 30 so 90 8�' ,6.65' 6' F LOT 31 �1, 9 F 1041'9 �o4z ) LOT 32 25 X04 3AR J `'Y� LOT 19 16 GRAPHIC SCALE IN FEET 26 EE C 1041 . � ,Z8 35 F LOT 6 27 a�' X04' w �• � 197 25 or �' 1s• \ .p.6 9• 14.+3. 041.4 ?r 9• A>, '� /� NOTES' FL ur cl BR a'� ti` (1042.4) DRIVEWAY OPENING w I DTHS ARE MEASURED AT CURB or " , '{� 344z TINE .TO ARE PERPENDICULAR OR RADIAL , AS e� �o/ b ,�Cl• ,Jr 0 CURB . SIDELINES ARE PARALLEL TO THE 43 CENTERLINE , EXCEPT THOSE MARKED BY AN ASTERISK 25 r�;9, �� �� �, (* } WHERE SIDELINES ARE RADIAL TO THE CURB. 29 � t (�43 SJ �- + „� , 1042.4) .74 12 / c � � � � 3g 63 9• �'� d'/ 41.0 BR 6� �C s 32 � art p .1G1 ,961041 . 39.59 19 © 1040. 4'. 1 / / A# � •I; F 2 / �' T 1• / (103.8) A 39.41 zo q�. � '�. 1041 . O 13 $9 GF 0 e , 6 39.33 N �' �. ti %' N �' X84 104 © TC c'h `� ,� g •39 Q '55 (4 / 4 104 '' E.. (� N 1040.9 p�` ®� C �'•e / �. cr of C. i • / l 14 (1 43 8' 1�" C Qp 6 '(G 6 �t 1 �. lC+`�� 44 1040. .� ® .s ` tQ y TC it 7 G 40.5 V-1 d. ?� 30 ®m / fid, 2AR / Hp OW `b• �, .Sg 10 ,gyp �J. 6) / 1041 . .LA �.�a 1\ s �, F` 5 c 23 0 0043 ) �,, s �O 6 ® .�'1� Q2• / ��lc TC' '� o h t�• 36 tc, 3 c.u.E. h. • I I rj I �J 1040. �,5. / �h / ,�0� R $� 1041 . i .�c► s 22.67 1e. `•�• .� 'c}� 196 lop «,. 3" Qr. '�t / h to.e � A Qr° U. © * INCICATES 1 ' FIREPLACE POPOUT ALTERNATIVE 22 (1040.7) cQ TO STANDARD 2' FIREPLACE POPOUT 7) + _/, s* 1040.4 C6 46 "��-�" Fl IG P 2 `� i I N!D I CATES DEEPENED FOOT 1 NG ON POPOUT -f / \ 188 7 SEE DETAIL 'A" ON T I TLESa'•IEET /0 '9 s' Q`o� ; •� 3' c.u.E. OPEN SPACE f 140 4) / 1042. `si 21 1 / •87 4) �� 'Cb• �� � TC / 1040. 17 '� ,nt, \ X88/ � / .) 00. / \ 7 20 / 200 39 37 / \ �`a / TC / 3' G.U.E. / (1040.8) Underground Service Alert / / 0041 . 1) 201 Cal' TOLL FREE + 202 422-4133 / TWO WORKING DAYS BEFORE YOU D I c C D 94- Me GR RECOMMENDED FOR SEAL CITY SE 0i Lssl ' APPROVED BY DATE 8 3 APPROVAL �Q Q �R w �R ql�• CRO13BY' Engineers P I onner s • Surveyors TRACT NO . 23267 - 3 SHEET W. MEAD A M. WART, DEPUTY CITY ENGII Y 5650 El Camino Real , Suite 200 CITY OF TEMEW-A 4 R.C.E. Na. 37254 EXP. DATE 6-30-96 B E N T O N Car f s b o d , Co o f or n i a 9 2008 PRECISE GRADING PLANS DATE PREPARED UNDER THE DATE T Z4 & ASSOCIATE8 (619) 438 - 1210 LOTS 20 THRU 29 ,31 .32 , 195, 196 , 197 6 SITS. The private engineer signing these plans is responsible lbr assuring the accuracy / LETE STREET SEE se-AR T EC/ ��(� ! ISI ��p ��+ p�� F I LE NO. one acceptability of the design hereon. M the event o/ discrepancies arising oft PATE BY PARK FQIQ NEW Pl?OaICIC'T'$ APPR. DATE CHECKED BY .rf C'V'` �!' SCALE T - 2 - 81 ELEV. - 1052.514 FOR HEARTHSIDE D PHASE 3 city approval or during construction, the private engineer shall be responsible �f �� 1 - 30 BENCHMARK for determining an acceptable solution and revising the plans for approval by ENG I NEER REV I S I ONS CITY f 0 ��0 ALEXANDER W. UR"ART FOR W-0- the city. DESIGNED BY G. MELLOM DRAWN BYDATE ATE SEE DESCRIPTION ON SHEET NO. 1 G. MELLOM CHECKED Y R.C.E. NO. 58 �, DA 3-31-96 7-28-92 0V31PPPB1 .DWG I SCHEDULE DRI Y OPENINGS LOT 33 1 + + LOT 34 27 LOT 35 181 * 51� LOT 36 20 ' * LOT 37 20 ' * 41 s LOT 38 169 0. � LOT 39 25 ' LOT 40 27 ' 42 1/ LOT 41 25 ' `�'- e3 40 LOT 189 16 ' • u 6 -s LOT 190 27 ; ti1.6 �'' '� 1 X44 ) LOT 191 25 �� 4 ,.r- 39 LOT 192 16 , ,�6. ..1 LOT 193 27 1043. G.U.E. LOT 194 25 , + � + w , A3 NOTES: �9 0 ,� FE ° A DRIVEWAY OPENING WIDTHS ARE MEASURED AT CURB LINE . 1� >e FF 1043. 1 37 10 ,2 �' ��• CENTERLINES ARE PERPENDICULAR OR RADIAL TO CURB . AR .� '*.eJ. ? ''P 6 tib` s�j T 09�• SIDELINES ARE PARALLEL TO THE CENTERLINE , EXCEPT •fir ,� 1042.6 " E� ,it �•y ; ,1 �R� *' THOSE MARKED BY AN ASTERISK (* ) WHERE SIDELINES `°�►. ,, �, F� 10 �� ��• `6- ARE RADIAL TO THE CURB . . 1043. .79 GF 1042.6 BR ��0 ,e 1 _ TC / ts.2e' 1042. � b, 42.07 10,10, *�► 208 ffi '� �q� , / �. * ►9 0 �-- © � •J it s �� lC �� �, 1( 042.4 1�"/ $• ® m �+� I•� �-� o 42. e. �9 C TC 1 �� E (�3.9� • 210 �. ` b' 41 ! * y� 4. J�•�� t 042. �2J 20.00• 41.09 92 �� s / rc rc 'o 42.3AO fL �- TC �; �► s t.6 �� Q` * 1043. 118.56 3B 25' g ►� * FL ��Q 15'S �. 27 CG� 1042. Q , •z r>� 1tt ® 5 4010 85 ® *1 d``� s ii = R t w ` Tc �' o o �' ��• 'o titi 40 �`� Tc ©��. �,•� 1043. �U IIIII TC e P ' 40.63 ; 5 �� 18 �` •�° FL 1 � � N 10 43. , 1042 tG TC ' Q� o �� `£►. 190 (1041 .2� e 191 tt. 42 .0 *� t N / �. N • �` 0 1 AR CO 34 E� C' 40. f 1042. • �o; TC ? o ` 3 * INDICATES 1 ' F 1 REPLACE POPOUT ALTERNAT 1 VE 6 X2.1/ TO STANDARD 2' F I REPLACE POPOUT 00, o CR t, o,� . 1042. h' 192 / INDICATES DEEPENED FOOT I NC ON POPOUT N �� 40C14 , SEE DETAIL "A" ON T I TLESHEET 33 / , o F o 10 /\111 60 40-04 \ 32 , 3AR h M SCALE: 1"-30' 1041 .9 193 (1041 .2� y � � \ G J38 a �� �0 \ / C 39. 74 3' C.U.E. - � cP/ TC / (1041 .6J �• �y 417 30 0 30 60 90 \ \/ 39. \ X85 32 3 GRAPHIC SCALE IN FEET � C.U.E. \ 30 _ \ ��4J' \ `4 I>040.6 Underground Service Alert / Cali TOLL FREE 1-800 422-4133 m troRlc i INC DAYS BEFORE YOU D I C t`/ - 1/6 S�' RECOMMENDED FOR SEAL C I TY SEA1 kSSi ` APPROVED BY DATE APPROVAL QRO 0l} ( CROSBY Eng i neer s Planners Surveyors TRACT NO . 23267 - 3 sI�ET "°. �V A � uR Y. S MART, -DEPUTY CITY I CITY A MEAD 5650 El Camino Real . Suite 200 CITY OF TEMECULA 5 X 660U9 3o9�e r" R.C.E. NO. 37254 EXP. DATE 6-30-96 B E N T O N Carlsbad , Ca 1 i f or n i a 92008Ilk EC I ( �� I PLANS ' PREPARED UNDER THE DATE � � �e9OCI�T�9 (619) 438 - 1210 6 SNTS The private engineer signing these plans is rm pensibre far assuMV tHs occaracy / DFI-J E TWEET.* EE SEPARATE Pq_1--C$ lam• �I1 �( DAA * VISION LOTS 33 TI � 41 . 189 J 94 Lw may, FILE NO. and occeptabflity of the design hereon. III the event of Ohcrepancies arising oft PATE BY MARK PL/1/VS FO�Q ANEW HQOQUCTS. APPR. DATE CHECKED BY f ('lV l` ��' - ALE 1 � - 30� BEINCI'IMARK T - 2 - 81 ELEV. - 1052-514 FOR HEARTHS II M � PHASE S city approval or during construction, the prfvate engineer shall be responsible •/r �� for determiI an acceptable solution and revising the plans Mr approvd by ENGINEER REV I S I ONS CITY F OF �f� ALEXANDER W. UR"ART FOR w.0. the city. DESIGNED BY G. MELLOM DRAWN BY G. MELLOM CHECKE BY DATE R.C.E. NO.. 30958 ryp ATE SEE DESCR I PT I ON ON SHEET NO. 1 • 3-31-'!S 7-28-92 OV3PPPD1 .DWG i i T INDICATES V FIREPLACE PMV3UT 7ALTEMNATIVE TO STANDARD 2' FIREPLACE INDICATES DEEPENED FOOTING ON POPOUT SEE DETAIL 'A" ON TITLESHE t i 51 vt i. 50 19 'w. �o�►� .1 52 SCALE: 1'-30' I 1046.1 �►. ,fie 1pA6 8 2 2' 1046.7 48 Act . 30 0 30 60 90 bi5 2 3 111101 Emil 1046. S +J ',� �• ' G E ' GRAPHIC SCALE IN FEET \ 1046 It45. \ � % A6. S. '2 1046 s 1045.7 '`2 �° 4* 46 r Pdb 44.7 — �► T,, ti �1 2' 1001 .79 '0 ' 1045. / c� � / ®® 16 a 4.3 43. i S� 92 44 a.z / �\ a2 �� i 1 �oaJ� r ,� `O�'05FL s / G• C / / 104 6' � ` A,• e . 1044.9 Q. 5 43 / << 183 rut� o r�•� C. / 3' G.U.E. .8. 1046.7 42 y 00 1044. '� 1 °� + 1 A? ! . / e•, a J• / / Sp 2' \ Off'bt +J EE A s 1044. 184 5 5 4 / 4\- 211 A$ a1 �• �F °� C +� RA ti ©/ T ?� , / 4 B _ <) SCHEDULE 41 192 .Ab 4°,, o T 4 7 $ qp�� 4s 213 �3) / DRIVEWAY OPENINGS r LOT 42 27 • ,�. —�" ® 43. I212 LOT 43 25 FL h 3' G.U.E. ©© o? R LOT 44 16 ' °' °' LOT 45 27 ' / ? ' 1044. LOT 46 25 ' / c / 43.2 ,� h � A� LOT 47 27 ' 41. - cP ©® ,,�? 2AR , + o9 LOT 48 20 ' t�J• �0 1044.5 �t '.e ' l o� / � �° LOT 49 27 LOT 50 25 ' `AFL 6 �� �' o 185 '� LOT 51 16 �, to4aR 2' ti:'' �. �,` /3'�� LOT 184 16 r� \�,/ G LOT 185 16 o��9 V3- % ,�,� �,0 186 LOT 186 27 ' ' G.U.E. $43.9 c LOT 187 25 ' 2BR ,• '�o % �'' T 188 27 ' 10 �C C0 3) 5 1o� 187 NOT tp DRIVEWAY NING WIDTHS ARE MEASURED AT CURB LINE . 4'- CENTERLINES PERPENDICULAR OR RADIAL TO CURB . 189 SIDELINES ARE P LEL TO THE CENTERLINE , EXCEPT °b 188 THOSE MARKED BY AN TERISK (* ) WHERE SIDELINES �• ARE RADIAL TO THE CUR . nele�rground Service Alert 10, Call: TOLL FREE 1 -800 422-4133 + + M1=11cOM9EMIE = 01C RECOMMENDED FOR SEAL CITY SEALAFPROVED Y DATE APPROVAL 3 sl-EET No. v � AW E 51 � _ CROSBY Engineers Planners • Surveyors TRACT NO . 23267 — 3 or MEAD 5650 EI Camino Real . Suite 200 CITY OF TEMECULA 6 _ ST T, Y CITY ENGIFEEI Y R.C.E. NO. 37254 EXP. DATE 6-30-96 B E N T O N Carlsbad , Ca I i f or n i a 92008 PRECISE GRADING PLANS s PR EARED UN ER THE ? 9 k �aeoCI�T�9 LOTS 42 THRU 51 , 184 TFRU 188 4 y _ / DELETE ET' ESEPARATE EC/SERfA /�-- t DATE DATE (619) 438 - 1210 st•ITs. n privet.acceptability sr sgrnng those plops is the o eat fo/ creep n the rising c * �� 1-�ARTHS I� � PHASE F ILE NO. and occeptobility or the design hereon. Mme event of discrepancies arising afterDATE BY NARK FOR /I/Ei�V /�i4Q0(/G' APPR. DATE CHECKED BY A� City dPProv& or dl�ring construction, the Private enginew shall be responsible f �� - SCALE 1 30 3ENCHMARK T — 2 — 81 ELEV. 1052.514 6 for determining an oeesptable solution and revising the pons for approval by ENG I NEER REVI S I ONS CITY DATE f�rf CIV l` � ALEXANDER W. UROUHART the city. DES I GNED BY G. MELLOM DRAWN BY G. MELLOM CHECKED Y f 1111E ATE SEE DESCR I PT I ON ON SHEET NO. 1 FOR w.0. R.C.E. N0. 30958 J1-!d 7-28-92 i OV31PPPE1.DWC