Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Parcel Map 13271 Parcel 1-2 Precise Grading & Erosion Control
GENERAL NOTES CTH TEMECU 1. ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT AN � ""� � �; .' ��' CHAPTER 70, AS AMENDED BY ORDINANCE 457. NOT LESS THAN 1/2" PER FOOT FOR A MINIMUM OF 3 FEET. �� � �� Yw' 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1% IF 21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL _ _ __��. � •• �-��-- CUT OR FILL IS LESS THAN 10 FEET, 2% IF CUT OR FILL IS GREATER THAN BE PERMITTED. �� 10 FEET. DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2 FEET DEEP °� � � �Y"`' 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD 9s � � � � �`„ AND BE CONSTRUCTED A MINIMUM OF 2 FEET FROM THE TOP OF CUT OR PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. FILL SLOPES. is Fj IJA 1\ 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT (7 A�, '� •� 4Y � 3. MAXIMUM CUT AND FILL SLOPES = 2: 1. RELIEVE THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITYID oilJDscl �� d y � �'�So�ra,�r+`a � 4. PROVIDE 5 FEET WIDE BY 1 FOOT HIGH BERM OR EQUIVALENT ALONG THE FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING o�r ��'S �E � �y. '.� 116 �`' , o TOP OF ALL FILL SLOPES OVER 5 FEET HIGH. CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS 9 Ao �� SHALL BE PROMPTLY SUBMITTED TO THE CITY FOR REVIEW AND 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OFA APPROVAL. �ti N N 'U � ftt� ��!+n►rn � COMPETENT SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS ,� _ � «1�� 1 Gn VIMM BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION • REPORT FOR ALL FILLS OVER 1 FOOT DEEP. .EROSION C NOTES 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE BUILDING AND SAFETY DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN 1. EROSION CONTROL IS REQUIRED FOR GRADING OPERATION DURING THE PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE RAINY SEASON FROM OCTOBER 15 TO APRIL 15. APPROVED PLAN IS 'o�� TO LINE, GRADE, ELEVATION AND LOCATION OF CUT AND FILL SLOPES. REQUIRED FOR ALL ROUGH GRADING. N.T.S. : � '; ..�. �`i • rs.s,�+:-�a, 7. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 YEAR Q STORM 2.. IN CASE OF EMERGENCY, CALL TONY BOYD (GENERAL CONTRACTOR) FLOWS, ALONG THE TOP OF CUT SLOPE. AT (909) 244-2823. � VICINITY MAP 8. A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS 3. THE DESIGN CIVIL ENGINEER WILL SUPERVISE EROSION CONTROL WORK � � � � ..� EXISTING SEWER LINE GREATER THAN 1 FOOT. AND INSURE THAT WORK IS IN ACCORDANCE WITH THE APPROVED PLAN �/ �+���� � r'• �- � CL OF R/W- 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH THE (IF REQUIRED BY THE DEPARTMENT OF PUBLIC WORKS). � 3 v � � �„' � G � ,�1`J� � "-STEEL WATER LINE �� EXISTING 12 RECOMMENDATIONS OF THE PRELIMINARY SOILS INVESTIGATION BY 4. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE " � X1S��N� 6 C N URBAN LOGIC CONSULTANTS, DATED _gip/-!-/95. TWO SETS OF THE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. NECESSARY � r � � � �' Q FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE BUILDING AND MATERIAL SHALL BE AVAILABLE ON SITE AND STOCKPILED AT / o SAFETY DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF � � � � �_ .�ErN�N VA RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE TEMPORARY DEVICES WHEN RAIN IN IMMINENT. .WP` ,� � � t+Qee.� �a�K �► TIER Ok � � & �� RIGHT-OF-WAY IN CONFORMANCE WITH THE RECOMMEN ATIONS OF THE PRELIMINARY '�� N SES p�g�'� �� CURB 5011,5 Rep0a?• 'iHIS R�70frf SNALI. Apga�SS A.C. �FiAS� pAVtM�iT S6CfIoN a�CO1�M�cNIDATlON6. 5. DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL �tt�� �'. � � � � �o P PROppSED 6 �. 25, OF THE DEPARTMENT OF PUBLIC WORKS. ROP 1� 10. THE CONTRACTOR SHALL NOTIFY THE DISTRICT BUILDING AND SAFETY &. G �` `r � 71� L 37 11111111;6 COMM�R►CAI. � 6. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT C i � v`- ►� _ 1 a7• na�vewp`� DEPARTMENT AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN X1S��NG � � �• v�MEN� '�� •p0W T GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE PROBABILITY FORECAST EXCEEDS FORTY (40) PERCENT. � � � �� OF PP R X945 APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. EO '29 PHONE NUMBER: (909) 694-6411 7. AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM �5-���1 � D, 1���� � r; � W., CHECK BERMS, SILT FENCES, AND DESILTING BASINS, ETC. r ' 11. CUT SLOPES EQUAL TO OR GREATER THAN 5 FEET IN VERTICAL HEIGHT R�W pP`�EM oa��"'P `O' P�Jl�/J� i�IT� 8. GRADED AREAS AROUND THE TRACT PERIMETER MUST DRAIN AWAY OF �SA1NG � � AND FILL SLOPES EQUAL TO OR GREATER TN 3 FEET IN VERTICAL HEIGHT CL E FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. R 1� �" Z s SHALL BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE PPE � � SLOPE FROM EROSION AND INSTABILITY IN ACCORDANCE WITH 9. THE DEVELOPER SHALL BE RESPONSIBLE AND SHALL 'TAKE NECESSARY ORDINANCE N0. 457 PRIOR TO THE APPROVAL OF FINAL INSPECTION. PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE QR�P � i � x IMPOUNDED WATER CREATES A HAZARDOUS CONDITION. 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND f� HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER 10. DESILTING BASINS ARE TO BE CONSTRUCTED AS GRADING OF INDIVIDUAL DELETERIOUS MATERIAL. GRADING AREAS ARE COMPLETE PER ROUGH GRADING PLAN. N 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, 11. THE DEPARTMENT OF PUBLIC WORKS RESERVES THE RIGHT TO MAKE � IT MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL CHANGES OR MODIFICATIONS TO THIS PLAN AS DEEMED NECESSARY. FOR ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. 12. INFORMATION ON THIS PLAN IS FOR EROSION CONTROL ONLY. ALL , � ��%�r� o S JJ��I r P�.�J\/�)I Y F-ir���rJy�� I� PROPOSED (1) STORY BULDING 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF OTHER INFORMATION IS SUBJECT TO CHANGE. � ���' � APPROX. 19,200 S.F. T r�AGT ��1J�,� J\J�, J�J��j PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL 13. TEMPORARY EROSION PROTECTION is REQUIRED FOR MANUFACTURED � SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO SLOPES PRIOR TO PERMANENT PLANTING. � ��-��r f \j �, ADJACENT PROPERTIES. 14. AREAS SHALL BE MAINTAINED IN SUCH A STATE THAT FIRE ACCESS �� '� � PLAY Al2YcA 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED SHALL BE MAINTAINED AT ALL TIMES (INCLUDING ACCESS TO Pt,Aki Aa9A �, 24 a w METHODS. NEIGHBORING PROPERTIES). � DRIVE w 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE CONSTRUCTION NOTES w �ja� °� TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE o N MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO coNs'TRUCTION NOTES S?UANTITY ESTIMATE o 98.3 SET �K gN PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. 0 REMOVE EXISTING A.C. PAVEMENT 40 S.F. � 184' 98' SETBACK 00 � 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE �AVING NOTU o z TENTHS (1.5) SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE SEE SHEET 3 OF:3 2Q SAWCUT EXISTING PAVEMENT �� 18 L.F. z 24 Y BUILDING AND SAFETY DEPARTMENT FOR CUT AND FILL SLOPES OVER 30 �3 CONSTRUCT 6" CURB PER C.O.T. STANDARD 204 (TYPE "n") 11540 L.F. DRIVE v FEET IN VERTICAL HEIGHT. pLAY AMA m O4 CONSTRUCT 6" CLASS II BASE (MIN.) (PER SOILS ENGINEER) 740 C.Y. 18. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL v N SUBMIT CERTIFICATION OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC A55ENOR'S PARCEL NUMBER sQ cortsTRuc�r a' W�O� CONCt?�T� IZIBP�ON DRAIN p�iZ D�TAII. 'l55 S.F. � �. 11% ELEVATIONS ARE REQUIRED THE ELEVATION (WITH RESPECT TO THE q2t-330-050 � MEAN SEA LEVEL SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO 6O TRASH ENCLOSURE (SEE ARCHITECT PLANS FOR DETAIL 1 E�cft ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE O CONSTRUCT 4" CONCRETE SIDEWALK 21800 S.F. ABOVE THE ADJACENT GROUND SHALL BE GIVEN. APPLICANT/OWNER O CONSTRUCT 0.25' A.C. PAVING (MIN.) (PER SOILS ENGINEER) 720 'EONS 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH �s N 89"49'21 W 389.54' ROSEA ICE PLANT AT 12" ON CENTERS OR ANOTHER APPROVED GROUND O9 ASPHALTIC EMULSION (FOG SEAL) 0.5 TON COVER. SLOPES OVER 15 FEET IN VERTICAL HEIGHT, IN ADDITION TO MS. MALINDA SMITH io corrs�'RUCT HANDICAP RAMP PER C.O.T. STANDARD 402 l,aoa s.F. PAir-i02L J��JAP Noo. 10, 27-1 � VAGAINT GROUND COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, ABC PRE-SCHOOL � OR COMBINATION THEREOF. SHRUBS SHALL BE PLANTED AT 10 FEET ON 27363 JEFFERSON AVENUE 11 CONSTRUCT 6�� CURB AND GUTTER PER C.O.T. STANDARD 200 I ND6v G � CENTERS; TREES AT 20 FEET ON CENTERS; COMBINATIONS AT 15 FEET TEMECULA, CA 92590 (TYPE A-6) 1,025 L.F. S14SE1 INV�ox 40 Q ZO 40 HO 16O ON CENTERS. SLOPES OVER 4 FEET IN VERTICAL HEIGHT SHALL HAVE (909) 699-5251 12 CONSTRUCT 6" P.C.C. PAVING (PER SOILS ENGINEER) 96 S.F. 5VAIMI 10r 3 TI'fL� SN��'f, CON.STRUC'f ION NO'fE5 PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION NIM�F-f 2 0f3 pI.AN SNw�T DEVICES PER U.P.C., CHAPTER 10.r. REPRESENTATIVE/ENGINEER 13 INSTALI. HANDICAP PARKING SPACE SIGN PER C.O.T. NIM�*T 303 ��0$IOIJ CON'(a0� 5u��'( 1 = 4-O � CuRb J011qT 5P6C1F1GkTRL5- PCONTROU STANDARD 2 EACH JOINTS @ 15' WHIN. 87ACIN(a is RSP RAP 6 C.Y. 10FOGRAPHIG 3OURCS GRAPHIC SCALE �,XPAN310N JOINTS @ 45' MIN. 57ACIN6 RANDOLPH F. PEENING, R.C.E. 0 ENGINEERING VENTURES, INC. 15 LIGHT POLE 4 EACH FISl.n SUtZU�Y 7�Y YcNGIN���ING1 43500 RIDGE PARK DRIVE, #202 U�NTUR�CS, ING• ON 8.25•q� PREPARED BY: TEMECULA, CA 92590 16 CONSTRUCT DRIVEWAY APPROACH PER C.O.T STANDARD 207A 1,360 S.F. � (909) 699-6450 ENGINEERING VENTURES, INC. L SOILS ENGINEER ENGINEER'S ESTIMATE OF EARTHWORK QUANTITIES LEGAL DESCRIPTION LAND PLANNING * CIVIL ENGINEERING 'Y LAND SURVEYING DIAL TOLL FREE T��NNICAI. Q� SS�H A PARCEL OF LAND IN THE CITY OF TEMECULA, COUNTY OF RIVERSIDE, � 00 q� DEEPAK MOORJANI, P.E. ITEM/DESCRIPTION QUANTITY"$OO-4Z2-4133 �c.Q QP '9 `�ti URBAN LOGIC CONSULTANTS STATE OF CALIFORNIA, BEING PARCEL 1 AND PARCEL 2 OF PARCEL MAP 43500 RIDGE PARK DR., #202 * TEMECULA, CA. 9290. N0. 13,271 AS RECORDED IN PARCEL MAP BOOK N0. 67, PAGE .80 IN D v92 a 43517 RIDGE PARK DRIVE, SUITE Z00 CUT (ON-SITE) ................................................................... 1,885 C.Y. -�}{E COUNTY RECORDER'S OFFICE OF SAID COUNTY. (909) 699-6450 FAX: (909) 699-3569 " AT LEAST TWO DAYS - m BEFORE YOU DIG , 1047 n' - 1-,9$ TEMECULA, CA 92590 D��pAK400RJANI, P.6. l JXXP. q't0_q7 * n�� (909) 676-1944 FILL (IMPORT) - UNCOMPACTED ....................................... _01 376C.Y. UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA PA 95-0097 CONSTRUCTION RECORD DATE BY REVISIONS OF CA��F ACC'D DATE BENCH MARK SCALE SE � �`� �. ( ` � Designed By Drawn By Checked By �Q Drawing No. sE � P �'�� FF- 'L RFF JMM JMM CAD RFF RECOMMENDED B ��' DATE: 1Z'�Z-nCITY 0F TEMECULA DEPARTMENT OF PUBLIC WORKS SAsE cau,2 RJP 9.146 ,,. rContractor RIVERSIDE COUNTY r P'2o1.t UKAc7L ,2it3Bo�! a)2lt/N Horizontal �� � r� � , Ins Prepared Under Supervision Of STANDARD BRASS DISK �l, �.i���, ��rw�;�� ' { I ACCEPTED BY: - � DATE: �l'����� PARG6LS 1 � Z Or VrASRC�L MAP NO, 13ZI Inspector STAMPED: "T-30-81" A5 SHOWN cs - .�. COaN�CR 0f JNAR6�kRI�A IZn DATE � �J ST�U�IJ W�C��55W��1., MQ���q R,�, Vertical RANDOLPH PEENING, R.C.E. \ Pk6GIS� GRADING AilD �, kOSION CONTROU PLAN Date Completed � �hl 1 l'i' 1981 t1� . C ��r �9fl� 1. �! rABCwTNT (083.73 NSA �fT�' nC r�n�\�t0��� R:C.E. No. 456$7 Expires 12-31-98 R.c.E. No. 47180 Expires: 12-31-99 f O� ��G �i SCHOOL Sheet 1 of 3 SEPT. 29, 1995 230-IGp1.pWG. . t wil •. _ , Wp�Y 1 EXISTING SEWER LINE r--j10 N / �-66 r WR M H Do �. J CL OF R/W G6 - F✓X!s � - 7 � � -� -rc � Y�C'� t 107. 5 WATER LINE �P EXISTING 12"-STEEL „r•+ ` ,,.. 1107.07 fE o .� �-� Nw �° o !> A Q � J �� 1107.53 TG) Fti o -� ,�I ,��o 6- �� l lo7.03 F5) F �� '� o �o � .-�c o�• ,�� EXISTING 6 c & / // prO �. / / �,. 5� 1 A\13To 0� . ,� �., � CUT EXISTING s SIDEWALK C) �j� = -�c..�t2.� ,� (D.'J8 - 2�G 6. I g 11 -l.06 '"''�"�r EXISTING CURB X, g ,� � (lAl' .L�y yam_ �• _ 011 ir M � EXISTING CHAIN 10 : E3 El � � �-.1�•� 'fid 'TG _ ^.�) -EYP). . M ERCI U DRIVEWAY coo 5 HI LINK FENCE O �� ~� y� •�� u���� • • .� • w raw r .( • . ' 6 •�"i CO'"_M C. +- `�� WALE ,� , .�•j-' 1�4 8,, G . ,, - . . R , APPROACH V '� D CK .,.�. -,. r�A a � _ 0 �/A j » (�v�� •� •• •• . t1 / DE TEMECULA r _• ` D1� ♦ WAY ., ..� �}/ VV Y ..K o � , RIGHT 0� , Or N �` �,Q 1M .Np• aj5 t POSED -(bo ,. . •. • , PER CIS o. 207 A !� '� `.""" NON tom, �' 5'�fit,,,�rLP' PRO •.• ' . . ' '• ' : STANDARD N �� monnow" _ 01• Q - :- • Ly 0 CV 30 C • - , . • o, �11�• � PPROPI - EW SLK. . = ' bo V;5 -7 4 5' woo r�p''C�, L.S. 3.1 q G �" 9R��w �AED 6•V. `,, o t i C� .aa ' 2 l0 3 I 1 (9•5 5 TC Ro�A�- '{�MEo� �o?�� w 2 / ' S. �G \10� 5 1du•a'�TG MM Vo ,V p, , . P _ r ,�- 1 t,V r� 6 1 1 010.0 15 F5 G - o o,- \\ • 207 • . . . ,• - 187.7,.wr '' S.ao '� N o . � Q � �u o,�`' -. . . . . �• � T � 0 � 10.5 1\d . • • •- . - �C MIN a�o w • �. . 4 • : A6< • .rao� 4 .00 �. RSA i� �P w� � cc w to & w -- 1�oZ g A �YP� T 1C�-t.t FILL �o •�3 R.• • P F t ( 1 �, LLQ . • •'' \gyp p SC A o oQ - , }• LAN o r to \�d�• 1 I Q C & Clue Cal.1T Te 12 33/ I I U �Q • • - , a 11 C cn L - TC TOP OF C(A P-3 d 14 tl �o �- Dt�' 'l.• '-' ' ••. �t Cj 1J• I % o Z L/.� � 3 1=II'-11r.�-I•-�i�'D SvV.F7AC_ o 11df.j - d .• • •, �.3 • .� � Q o ° ENS •�300 � v d !o \� g � � � o SEM �G �a� r P 3 �L.ov�.,/ LA �. 2 ,, . Q 0 CP __T .3 P/ _ �C•qct 1 L C o d4•$ $ �D 1\0 ,as 1 1--, PRcS�I �- -Y LA r-S 3 o a _ -��P) 0 q� - y� w ��► . • ,� \�. 3 P R \1o'�. Cab 1104.11 TG Get-l"T' A(P) R 1 a3•lDl , of ENS CS Jto n .dna 'T I d4.7(ITC L L °� ��M • . o C•I�N 2's. • g �G �` sED o� ., r R= 3 TYP o pp o ` � � ��w 12 l�.ir-{�1' or 1�1L.�t F F, � qr 03 0.� /o PR _ • i1a4.20F5(-T'va�.� 1 rni1 d � �CG 5 11 _ 1104.031+5 L_, T'WTam o�' w�.l.lc4-2)4N . 3p rr► X10n •�� �P) __� W r -r-rol••t o� wAll. � r V� • �► � � "TYPE o 5 v - -000 CA\j tM ,0 C /a f /a 3 �,5 LAND SCA P jr-A64 l00 2wid. �, eshA+� �-�,.-.--�. .- SG1 � 1� tF g� Aug o :. 0P�- P.U. 6A W 10 11 _ C 1 TG �, o H �M I. T o�G o�'�O '�p� ` � i 10 58,C 'P 5 , � Vii. - a P M/C -� . * - ,11 1=5 ,., . i •�: w Q NIC t-�a�D1cAP P 16 p b-` . . to �Y . • l o 1 04.55 T6 C�� �, G`�` A \o �5 C c EJ ,.• d 08 \.'S4 0 � 2.10 - M C , , . ' i 104:0 8 R5 = p U pu �I c u-r I I.._I'"j`1' A6m�.t-r 1105 p� M , . .: .• '• -. '� i 14 1 14 4.16 TG - ,,.� • • •. ., .� 1 Y �� N Gum 12�.-ru�z.�► 40.155 .Q• 18Lr) U �Q oQ �C� I �. x I 2.04 �W , • a • . - - 3 5.1r1� a.-. o J �� �Pti o� C'R ►-�� Gu�� .-rur�� 10 t�_ ." t I p I. - x I l d 3.7`r'w - - "" , ��A aPAi�l ;�; O7 I 10-Z.4d 14�• `� '` ------- 1�------•--i�- b� f�---l�a i-{`T �.1► � C�; C�, .. I•q SICK-CARE OUTDO C��AT� l 0 3.Od oc�• ., I I d I.q0 ._ --•- q 6 ,VV L x1 103.1 9 . ' ACTIVITY AREA I�1VfGl�'(= I I Q2.OQ �1 N,. ^ Ftp ,-___._. I l a o 1101. ip •+ - • � 1.8 11 � - v APPROX. 320 SF Ga `�. r�iu� ; - �- 11 Ox. 2 TG o � a ,.•• NrE• ALL bU I LIVIN6 ROOF' DIZAIN5 -ro $e �c � I N FAN T OU TD OOR r �� ., 0.51 � * 11 03-- , �,� � � �- � �o IL r- Z �o P,��►-� � �I� .� I i 100.LOQ I~5 p, a ,.... 1!02.3 Z F5 rn >_ � G a ��P► p t pia uN nt✓1z �t�ou Nt� ANS 01.30 Tc _ 15 EAR . ' , ' , t 1 O3 -• 1 103.3 • •' I I Q 2. � .-. GAP ACTIVITY AREA ,� � - ..0 1 1 0 0. 84 D -� 7 00000000 '101504ARGS0 7VIVOU6N CU915 FACE. F5 ... �01 - PN 1103.00 Tc U I I a I•Qp F5 � .� N X �I D q 8 2 � tax�s-rI I/o APPROX. 1 ,344 SF t� V r - 1 �r +� �I�� �rG �- 1102.20 TC I1 PRdPQSEd� WAS. �s 1 02 � 5 ., �: 1 �- �- 0 4 4 2 . � � t o $ ♦ �". I I(�Z.. 5d T G 0 I•Qo F'i I-- 1101.10 tt o PROPOSED , I ... 1Z 102-00 rr 5 LLQ Qr-') ...._.� .W �� , 1102.11 To I...ICat-I`T �' '`ir FENCING 2°/ �� 110 3` ' o� 1 t 01.7 3 �)- - 0 0� /`� 101.q,0 F5 i=5 t I a I•[1 11t 2:1 90 Oj I I OZ-31 TC 0" .: • •� • •J4, 0't H 1:1,5) , 1102.50 TC �-; cork r��-r E 1143 8 1101.81 R5 • �I o LL. 1 STOR E3U l UD ING 110 2,00 F5 r 182.15 rtc �1 t 14►.Co51� L � C.o.--r• G+I wr-t c�� -r cM EGr4 TODDLER OUTDOORAPPROX �-- 1105 • SF .-�,oI I Q 2. �o rc ,, log Wm re.5vo EASEMENT NOTES Q ACTIVITY AREA 11(�I. LLI Q REMOVE EXISTING A.C. PAVEMENT � , o !, Q 2,760 SF ,• 1103.0 -�-� �--� N •' 1� LLQ �' 2 SAWCUT EXISTING PAVEMENT 1 AN EASEMENT IN FAVOR OF GENERAL TELEPHONE COMPANY, 0- r,�,O 0- -� Z -,-� P.U.E ra: � U �'I I�� r i � 3 CONSTRUCT 6" CURB PER C.O.T. STANDARD 204 TYPE "D" A CALIFORNIA CORPORATION, FOR TRANSMISSION OF �� � Q C ) ELECTRIC ENERGY FOR COMMUNICATION AND OTHER PURPOSES PER INST. NO. 252780 RECORDED NOVEMBER 28, 1979. O.R. :-- IL 1142 3 0 Q CONSTRUCT 6" CLASS II BASE (MIN.) (PER SOILS ENGINEER) `t Il % cr °` RIVERSIDE COUNTY, CALIFORNIA. _j X t 1 X02•q o �a ��. �, r - /o I I Q3 CONSTRUCT 41 CONCRETE RIBBON DRAIN PER DETAIL, 2 AN EASEMENT RESERVED BY THE COUNTY OF RIVERSIDE FOR 3•! � ' `O � �-1-, 6 TRASH ENCLOSURE URE (SEE ARCHITECT PLANS FOR DETAIL PUBLIC UTILITY AND PUBLIC SERVICE FACILITIES PER INST. NO. 11 a ) 339501 RECORDED NOVEMBER 21 1988 O.R. RIVERSIDE COUNTY ��ASS� C G�t2A�� �10 x 1102.$ LLICONS'TRUC'T 41'CONCRETE SIDEWALK CALIFORNIA. x 11430 Q LdQ 24' 18' 1 r �� v� KINDERGARTEN � DRIVE I 8 CONSTRUCT 0.25 A.C. PAVING (MIN.) (PER SOILS ENGINEER) 3 AN EASEMENT IN FAVOR OF RANCHO CALIFORNIA FOR SLOPE �1 c� va �.. Q �, �.) �. U. �. FINISHED FLOOR 1104* 1q PURPOSES PER INST. N0. 37051 RECORDED APRIL 8 1966. O.R. ►�' � Q _ - q ASPu►ALTtC I✓MUL510N CpOCa 5t✓AL� t PR SCHOOL OUTDOOR ��� OUTD�C7R ACTIVITY AREA IZ i RIVERSIDE COUNTY CALIFORNIA. (NON-PLOTTABLE) ;: "° `o w Q:� PAD ELEV � 0N� 11 � 03°6a --, 10 CON aUC` HANDICAP PAMp p1;lZ C.d•�. g�ANnAt�v 4oZ - I Q AC11VITY AREA 7t578 SF N N w C.I. i1 •� (/�(-• 07 Vt} �, GgtiVTRU01 u CURB j 6611 a F9 C-0.1. 5-TANnARO ZOO (Titift A U) C7 a" C a 4 2% `� CD >_ a0 u 4 AN EASEMENT FOR PUBLIC UTILITIES DEDICATED PER M.B. 54 25--�--30 0 �. C � 282q I--. o � 12 coNg•taucT c� �c•C. 17AV1Nla pY�R 5411,5 �NCaIN��1�) / . 4, �a �N w o a C P.M. 67 80. - ll03� X 1098.27 0 ,p a_ --- o a AND P M / 4 A x,11431100. •- •-" 13 IN5�ALL HANnICA9 PARKING SpACi& 5161N ftR C.O.-T. STAk1nARV x ¢ q 7 TC w Q E TBA CK 1 t o ma, 11 CO.41 F-5 }.. 14 91P 9AP ( 114 -TOM) w R= 3'(TYP) $ �` o r 103 ,x I 103.1 9$ �, R-- 3 (TYP) a 15 STIZ ��t I.ICa1.1T (?RIVA1Vl p Q o z 3 .�' TYP 3 / 2 o �, a A v? .-- o 3 /e -o Q ► 100•"18 TG Ili TUC R 1V� AY P P OAC pLIZ C-0.'T. IA909 Z07A ...� � � w �,., �. ,�., .� '� 6 CON 5 t? T p W A a N 5 n 3 ,� o L•5. 1100. 2a < Q 1098-05 0 ,, .0 C9� � 100.83 TG Q � 11 CUN51RUC-T 1 Wln� CONCIZ�T� VAl UV PAN 1 DOV GullftR /o MA)( IZ�rtA N N WALL �n a 5 f Q a 18 4 38 11 1100. Uq TG 98 SETBACK f 100-73 I , (MAX 5.a WI(AH) `� o �' I /o ra -7. qpTC Q �� Q 1100. l q 1t d•2 F5 ._J _ �; -V �� Q 00000, 12 wi 24 C� �� C � o o � ...,.. . �XI3�'Ih1C-� GROUNb (0 �?d �- x 1103.1 I IO3c o t w1�v� CoNca��� L] © •ro 0 •� PROPOSED x 0 V,eUU1 l PAM (6001� r: 0 •�? $0/o x K 1103 ° F5 c, f 110 1 .40 TO Q �-� 8 � �.N 116 �-- FENCING w TO VRAIN TO I�NVS Or u�ALt � -,�, �. 24 � o� yc 1 �Y oT�l��S �, 11 o a 10 F5 VA� L � --.._..x Mp` � o ) 110 .40 TW Q Ing � DRI V 3/o a 5�CIICN •"T•5. 3 I lot. 80 Ft U o -� o_ i 2 2 v V) o z vPRE---,SCHOOLQ 3/o QsopIiiiii , LL 3 ,� o Q �O ao 10 -�� U 20 10 20 40 80 N N C Ld o ° 3/8* UP c� 3/8" UP o � ���) w � t o 1ultN . ..: . - �-�- 8 q 0 U TD�0 R A C T�VI TY AREA /o �� ���• Z w 15 11 ,088 SF Q a 0 d- ,n n `h y r AC PAY IN.O 8-r •w.l • II •i/ i..w w SURFACING � ~ M � r RFACING » > � � 1102 15 2 C6x 20 � NAP • 2 0 0.50/o PaOP0�560 ftNCINCCI 0 1 ac� a o� 1142.�to TW P.u.E �� -- 16 � ► �TI GRAPHIC SCALE 1 0 Tap OF WAUU 12 17 ii •� ;6 Coy 4RAcmD �7u. AfArglziAL U� r�-r �, >„ 1... P.U.E � 5.2� 4 KE �� Ls Nig �- 6 ,� , .� R11bblOR 119glAlU CONTOUR INTERVAL: 1 CD >= � 109'7.20 re1%- y I aaa.4� Tc �, o 3 l� IQaI$• F /1 Q 109 -10 F5 r PROP05�n WAti t1o3.25 TW o N CL PREPARED BY. >_ 1% 1 (A10 --- �Gj o 11OZ-051Y � It > (5.5' H 1611-t MAX ) �'v/o H:: 5-Z5 o� 00 I--- -- , 1010• t T 4 5 C�~r 0-r��Rg Q 3 c 4 0 o -- .4 T 3 P�pA16 P6 I � � o_ ENGINEERING VENTURES I N C 10 10 $ C 11 T) C I da .73 rG Q R-- 3 (TYP) I0a3. CA3 � 11 �-- �..g. 1095.18 1% C 10 z i o LAND PLANNING * CIVIL- ENGINEERING ��` 6 LANDSCAPE AREA t aq•43�c �1��` EAG I�g8. 93 p F c�►� DIAL TOLL FREE - o LAND SURVEYING �o 6. N 8 9°49 21 W � .�� 1 -800-422-41331100 389.54 q . v 1d 8 4X ,� !5.� 43500 RIDGE PARK DR., X202 TEMECULA, CA. 92590 4 �~ (909) 699--6450 FAX: (909) 699---3569 AT LEAST TWO DAYS � I 110 .4 BEFORE YOU DIG •,, '� � X 1090 o �...D q( ria UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA =,. .-.� r• r' - ,� 7 -J ( - co "Fill 6 a w. �. 1\1 110 V-V_9 9 1 1--f- CONSTRUCTION RECORD DATE BY REVISIONS ACC'D DATE BENCH MARK S - �' ``> Designed By Drawn B Checked B DrawingNo. 1 F, iY Y SCALE � � ��I''� � �,..-... Al ��/�. � q !4 r' I RL- A6C,0E6RTe $�sG COU956 g'. - 9. � .,;� ��, RECOMMENDED B`I�----� DATE. F / RFF JMM JMM CAD RFF CITY OF TEMECULA PAR 0 -PUBLIC WORKS Contractor o RIVERSIDE COUNTY Horizontal ` • I r pared Under Supervision Of STANDARD BRASS DISKS (1Ia. C 4r�, � + ; ' ���./, .. .3 �; • ,� »_ -� ACCEPTED BY- DATE. �� 1 -- 2 0 31-48. 1 STAMPED. T 30 81 -- - . PRINCIPAL [NVQ � CITf 04(,INI;�9PAVCL kl%Inspectore.��.�� ��� � DATE � � GWNI�R of MAr GARI-TA RD. Vertical RANDCLPH F. EMING R.C.E. � �T�U�h1 W. C1��55V��1.U� 12C� -� .,. . 4 M0 OCIAPO C156 Date Completed ,� �..P ` 4 . nA�r. l q 8 t �Izj • �, ew ' ,� NN A • § 1989 PP ,�45687 12--31--98 47'180 12--31--9 Q�� Sheet 2 of 3 I V 379�Llru 143 / R.C.E. No. Ex Tres R.C.E. No. Ex cress SEPT. 2q,IQg6 230•-16PLOWG. I I .I . . . I . 0 . . I . • • .4.rr: . ,. ♦ � f. a :a. ! . 4 I . . . . ., I . I I:1. , ....I i. `,+j A I 11f r 11 # ' EXISTING SEWER LINE s 1 xx�a ,OWN`! ,,,,•,.� �.. .. - r � 1 } _Z - --- � *L I . v -0 I q...of o;�� I dow, -, , k I I I . I I A ) r, I, %l F__� 08 rqt% F �fl T11 _ .�, .43 R 11. . . . .. I _ L C r) \ DVm" ===:�:�� zw W,o - ___..--___"_ i . �` . - .rrr.••»•� - 1 I'll - 0100W WT I . 10 . .I *# . I . I , .1 . ___ -:� / . .1 \ I \\ ,m s I - "_o1_____________ � ,,��. 1__' 1\ �\ rl\ ..., , � , . ri,/ �.'. .T t,r,v 1 to\]\] "� - _______ ''� it \ of I _ - 11-:� 7 1 . .�,.� L ., /�J .[(j�py�_ \1 � .1 E�C I Tl N G 1 --STEEL WATER LINE . 00 1 .,e_�� . - -� . �� 11 �' � I. _ � © ,4 �_ ,.-. 6 _ .4I Ion. ► 0 . C / 0 P . �. -zzr - --�. v I- - --�-___ � 1\1\\ - �O• ` 'S�" 1107.C►3 �11 2 0� .__ . a ,� , 4 11 11 EXIS -_7 ____ . N\l �a . __ I -_ - __ - IN .- i _. - . I . - _--,, ./ // /// - or . / / .�--�- .- -.00-.-. - __ o v ' "� -t.�i_ -_.- -_-11 -VG v 110 ___J��o __ �► 0 I. 0000 '0� - .,�� 114��'.c�� . _11% ,,,,� - r �� EXISTING 6sI EwAI // 1 ..r - .., 1� 1.0 •r •�• �" EXISTING CURB C . �0000or Q / `� � ,r- w '�,h� _ =, --:: _0`t�r"'�I � "1`'5 , vt • •0 • 1 4 •• • , . / �.. � ; _ �� , Jf _ �� - G,�� +�-�' .- g �- -M-- _-______- to Aa mtj4o• ,, �" EXISTING STI N C CHAIN �- �' / P1p;zICD ,a,00 Y � � � � c '� R a . ��•� » . . � MMERCIVEWAY � � LINK ��N�� , . . 'I " I I J e 01 Q B �- . . ft III CULA .CVA • ��pc� . F404 �t��WAY 00 �"'I I '' e_ I '` r. �� ��" __,_ 6, 5 t t Q GS D _r• • » �. PFER C 201 A r�j .....� �■■■..� , r 400 0PROV1 ��i=c 0 . - . . • z;r 3yY Rv-1 Ii/� MVV► �/*�j�1I � �C f y : • •• ♦* • • r %t cr • � 01 0 w Co A�! w I / " ,e�� �kr^' r .. /► �� ��. , : • , r • 8 " .. `�A�►7 MMM„' VM��777 ` « 0 - y /� �►` nn�• I wo * ./• A R .• �. ` �/✓ ., A a �a ► �(� ' ��C�6101 i 00141 RCS.. 1w0j.00§N I I (� 0 . . 30 1 1 1 , I I'll 1\ 11, :; 0 I?f k10 Nc� - (fi __ - I o's@ e1q P%k-K- 4 v # - . I . L,!& 31 . -_ . . . I . . . I . ... . 5 %too.w- I . I 0 -14.2 G� f - le Rvl W , C •w. o ,�0UL 33 - ofr0 x �`.!Omo-lil111006$►5 G I . o .0 I& ?)vNQ1 - - 4f (rj %�J. 000r-_ __________o` %%(it. 0 ro I . III omtfi 'd of I D?g I F% * of # . v . %0\_0 8-7.31 .000 0101100000 1 6 p0 (0.4vo vs I v . t, ,r aY141 � A C.S� 1�q < I L96 19:W 1--'r � j WO ARS ` � o` • • •' . , ' • • • '��Q` � If%1C�► F� _.W20100 0 G '"''0 � .� �I(�! � °�o /��I rO a..,� ry, -{/ 1._ v qQ1 000so iiii 1�o*"(y) o �4 '�j0 '�� ow t►00 1 •fir/) ��, 0 � 8.5 ,� `"►' �;,111f P) Vf �+�► 6 1��/1„� Or re I 0 00 R&-- 0 ila 45 wEA %% -vj pFIUL Ia , . . .. . . 11 1 ,z .-b ( t Ul. LLI r • M9 e� ^u-TTrz r 14 WOO O o 11 CI It 0 -1 1k f %I I -- C ...'# � \4100 """o-w- ""I,-- ""If, . - 0 p # 0 o I I 0 # 0 v I �AkO- 1.11/0 04 *11 f) I 9 5 FIH15HI56 5up-FAC1.9 & I I Ill'a • -- -' �' - ...- v I I q .Te-o - � 3�z p t" W L I"eo . F TO 1y - s �1,A ,, . � # I ft 6 I 11. I //�, �'`�/� �/�J ✓' l�..► ..MM I ) 6"7/jam tiI j� • I _Tr t`� • N • 1 / �/••I/II 7I { I w 1111 I , it . s �� Vi p tai r (� asso , \ f --� � 1 � 11 C�, �.�-�'m�.�.tf-•tom o� CAI C M �,► a &,,v 0 4 I �� G .. . R-- 3 TYP a wA !b IF pli F � ���) ul� . ► lie , 610" OOP -dap or AA-u , ©- t Q�.�a Cr 1 , O -� , 1 • t IC .4 TVA . `60 C v N 44II08Y aw 16W . -ro m o ig WAU L OTS► �L a� • its rr1 - 0 IQ f t ter . t - �91?9 �. . r, o a t �►v -r .I . 1._� ,1� '11--<Ip tA �""' o y. :� � '' ( � �� 00 :j - 0 Hato H_r I I 0 . I0 -�' a • 1 -c� r • plc rIly z M� �► '�''� -1C gso � p� .► - ( 1 C . . - t t 9 w <( AMo r�a►� . '� ttat. r 4 0 5 �. . . vjW � . .. lla4. TG �? �►� '� 1101.08 it % Q2• R� � � ♦ o C 1t �I . E09, I Ir OT A? -1 "l I 1 V041 01111110 v"_ . 11iV05 p, . . / . e� tl ' I IM•0) ,__ • �• .0 40• • -r VA/C 4p 1 1 b. I v . I 0 180 i I' . le- 3; v,* I . PQ6 PUIbLIC U-TIL11""Y EA515MM�11 . . 0 A �) mgt:� 11 :: oop - \0%. at.w0l (W 1� m 0 10 - -, ' 1104.1 T �: .'a . •• • ' •-, - 1 "r- `�'. A 6 & . A 05 FS 0 *e 1� � OR .� . 2,4p o L pp- 1145.4t F5 691N . 0i 1 a I 0000 '_ %3 t5.� _ • t lot.0a e . ` . ' . . • . , r 7 .� 0.W�o Q.. v Q �-�► N, M-TLIR" 9j ID m t L ow1{ 0 ♦ . RR 10 4 w�(�T A•� (0 � G o l���•�C�-[•G '�� /��'�]��'�' '� ---- �--M/I'-"..'"""""//_,._,.' C�,�`��-,...l��-!� �.•I1`�1� � . . I I v 1 8__ ____ ., ---� ,� slcK-CARE OUT�00kA�T1 114 3.GO a •, % ' 11 1 rqt Iel�",\P ----.......•----�.,__ a • ,r\0 ��•. * 10-5.1 -TW � dA ACTIVITY AREA IIJVI•�'r a 1 I �/.00 � .1-. , 1140 ����t�� ��'e��. • .• F -'• t 0 W • o APPROX. 320 SF 4 , '� .r [.. I!C� .. T• .---. "` � a . . 1101, 10 TC - •. • H �. I t( --�- 1 1 �- v a W�TE: A .�. 1 U I t•.t?I N qa " DRAINS Tai r • -. 4• 111 3 - ��► Imo ,,- � �R "� 00 .0 1111 Q0 �r �, 1 t Q F o� LO �► PtPEI u�va vUN�R ANp 30►T � 1 �� � � Iio�� 11a�,� 11 �.. �. � � �� -�� • . I 0000!•.w R ,C P,VE ACTIVITY AREA 0 r cv 1) 111' \,IA'"'T I 0 .> "" ,"' I6CI�1 Ia CU ACS• --� F4 �. %: -m--o.. r�� •. 11a�.acs Tc li 110►» 0 FS ,�. " $ 0 915 ARGA 114ROUG 91b F -__ •�,, o �- ���► � ��I `� � r I 11 lk%lffl 1w --- Ifo ' A ' 4 M .ql' 1 I© .C_,� F5 1.31 �" �. 11 o TG )( 11 q 4. 0 2 F ROP05ED t5L.r.VAT I , " . 2 � G p a �' t1g14. Sor� Ia 10 �, • PROPOSED ,�t I O .1 - ..• ? 1� ► �-� L1.1e) 1 a.t-.t . I P IN(I NOTE . JF 0 1144• ��., 1oz. po . I .e - o 6 j .--o , � I102•11 To it 0 L�1 , ►� - cr /,� FMaNC a l f 1 t 5 ` d'` � 1101. F � �� . • f M Pl�!►RI ING 4T G TSE SHA BR oN (109 U � E = .� 1 Q . f� 1101-a1 i0 IV .ERC NT , 1 9 ( ,�ay we V I IO2-11 To o • , . .• P . �I� z 4T�-en) �',W?Q ria► 11 O►2• T' • , � "' -� -\] . . ' r t ._..., �."'"�� 1101.81 * '` I ,a .LLI E �BBoN DRA�Ns HAIL BE 1050 LID INN 0 �r � t T� • � ��NxrzU�c Gr�AI �oR R. �� � � � ERCEr . , �' _ 1 t CM 1.Cod ► ..- ; '.t .-�• 1`' 'rt�,c► .t.� 1. . 11D5 .. ) .. . TODDLER OUTDOO0 . �'•-�'''� .. ll.G014 01109 WTr 0 . I �✓ 3. AN APPROVED Sod ,STERILIZER,,' SHALT BH USED ON 5 TRU 95 . I I 1 < ACTIVITY AREA �� 1101•8o r-5 ��=� � 1 ALL SUB RADE s . I . PRxaR PLACEMENT of �._._...- _-_ _ 1 A NG. r � ___ � �, .�,_-�.----- 'hof �,� t REMG�H EXISTING3 A.C. PAVEMEN"�' . � 760 �� �� U _ . �•r� ASPHALTIC_Et ULSION FOG SEA SHALL BR APPT,IEI� (�) .. ' W � • .--.---^�.. __ �'`� ,C� ' " � SAV�CU't'EXISTING P'A�VEI�i�?N`h NOT LESS' THANaU TEEN �. DAYS FoIIOWc a ►�� . PLACEMENT OF THE ASI�HALT S RF CZNG AND SII,�Lr,I,, BFB IIt� -.•--- K ~; 0 CC CONSTRUCT 6" CURD PER C.03* STANDARD 204 (fYPE ��D10) APPLIED AT A RATS OF 0. 05 GALLONS PER SQUARE r� ��t -' i tv�► ifi , YARD, ASPHALT EMULSION SHALT., CONFORM TO SECTICI� Q -- _�.. ,.,.I- -.-�-- �``.� Ian �.�► �,� � _ 37,t 3 9, AND 9 4 of THE STATE STANDARD _ �� _ _-` '_1.._-_." ,,... ----* 4 CONS'FRUC'r `� CLASS Ix BASE MIN. (PER SOILS ENGINEER s P E C Y F x CAT x o N s• %3 _j ,� �, ___ -.�.-__1-,..__.____,__._ �., �/ . Q . �� 1 ___ E CONTRACTOR SHALL APPLY To TH :x I 102.q �o I IG3 _ _._.._ � _ -�, .�_._ _.___..-.__-__ __ _ _��kp -- CONSTRUCT 4 CONCRETE RIBBON DRAIN PER DE'I"`AYT. H SU BDI V x D R OR T -__-___�--� y ____ . _ N ' CITY of TEIt'IECULA DEPARTMENT oF' PUBLIC WOR�{S FOR I I • � �• __.... ....�. -.....__ �..--_.__---• �•, •, " 1. ___.... . -'--- _�.__.� . AN ENCROACHMENT PERMIT FOR AL WORK WxTHZN CxT �. -- -- ~- _.-� _ �,� - __.. �_..,�.... �► TRAS�� ENC�.C�SURL(SEE ARC�-ItTE�`P�.ANS E4R DETAIT.� �_._ -._ RIGHT--OF--WAX. �- _ _.____�. ____-_-- - _----- -- _ ._ __ __.__ __.. .-- ► - x 11� - 4 CONCRETE YDBW LIQ �'A� ..�-.--- � �, � CONSTRUCT CG R S A _._._� 11 D Q ERE UI EDBYT • . S ECTI ONS AR R H �� � �--.-.•--- F. TWO 2 SP ECIAT, x N P �..... ,,.�____ oNE xNSPECTx $ < DEPART ENT of PUBIxc WORDS, aN A � �� 1 THE TIME THE BASE ZS PLACED AND 'SHE SECoNI WHEN ------- KINDERGARTEN � D�I�� Q � �oN�rFn�ro�o.�� A.C. PA��Nc� �MYrr.� �PEr� sol�,8 ENo�N�Er�� THE A.C. HAS BEEN PLACED. :_ v► ; , Tj . p - A5AtTMuIQN Vo 5r�Al�) 5 � � TI ,� I/ "I OUTDOOR ACTT TY AREA Q 7 . THE CONTRACTOR SHALL BE RES PONS I BLE FOR THS 10 4 W ` ' ON" .• --,, O CON RU" HANDICAP PAM? ftR 0.01. O'TAHV�?V 40?o ► ,� CLEARTI�tG OF THE PROPOSED WORK AREA, AND �' . 06 � �`-, 0_'-% r„• +� Si N �, It �� • , (TIVe .. . I < T I VI TY AREA � b) c,���r�c� � 00 6(111 c 0.1. S�ANUARV ZOO A U) R LOCA TCN AND COST OF AIL EXISTING UTITZTTES• G ar a�. 'SHE CITY SHALT., BE INFORMED 4 8 HOURS PRZoR TOomohmmle �- ~...� w ` �__ ,601 * CON51RUGT W V•G-0. VAVINCoftg 5014 P,R461401t BEGTNNZNG C►F:; CONSTRUCTION AT (9 09) 69 6411. 0 01 �-- - ___ .I w ,,.1 I(�3 -.. �3 1N0lAI�to HANDICAP FAKING SpACI& 5166 Veit 0.0.1'. SIANVARD ,. (� .,.. am"' I .. I 11I -,r Q T �.* 1 .. e CQMP'AC ' C1N REPC�R11 . 'T.' BY A SO Y,S ENGINEER SI-iATaT� 0 � �C,.,I - .. _ _�.__ _w� r _____8. ETA ! c,��► � �.. � , • I < I-- _.._w__�._..__. Af I p- . aa� ' t -�o CERTIFYEROENT CaMPAOTxoN of BASE PRa�oR Ta ,,,. --, �,, ►aq� ___..___�__ ______ a I'lQ t - ' 9 (TYPE �% 1 i (FRIVATS).CAS �ol� SECoNI �NSPEC�IoN AND A PLACEMENT �� "_., �, � o�. R� � �TYP� x 1��.t -��� �, � � �, �T���� ���� . I I t, , . AS�HAL PA NG. 0k v .� / 0 3 ,� l loo.��T Iv CONSIRUG1 VRI%WA1 AFPROAC14 P�� C.O.-r. SIA14PARO Z01A k_.._..._... _.._...._..........._.._.-_...r......_._._....._._._....._...._... _......._....... _._._..... FF 0111111114 11 4 :0 C W 100►•8 *TC014519UGI1 A 1 d 9S? 8 - . . 1 .-- F� � It 1� 1Wllal� CQ�IC�� � VA�►t�Y �' � Cat�TTtt� I . . .,.•rt a3 �- 1109 air a .� _ o • 3 fo I�_t ��AININ5 WA'�L t � 6 � � _ \1100 45 F5 . '" 11 c�• Cpq , I IVIAx 5.6 u 1 G N) 11 t C �. P_ Co _-_-..-- ... / \ . � ._' SETBACK K . t 10 0.7 ._.,__ a 0 TC I SE 110 1 Wlft--.*ftm---% I -rO F,j _j 1"0 / 1 I N F 1 I .1 %---..@ --ft-p".--%me I "-a Q) --- .I I , 31 qQ I I I I ft-ft"& "mm-me---.-* .0. f . I ,A N..# -- - 1. 12 - "i . I . & . . I \ 1, * I I I N I �ti9 INCx GaaUNq►., _%:�� > z .\ v If* 7:Z� . "I 25FO . - i . . I I -w I � P ,.",.,,__ -,---.___,", I 6 I i 10 19J 04 I 1, I . �►1 ft C �d x 1103.1 105 _ / ..- . I. PROPOS �' �rt�w��.. l W 106 C moftl a LLI o x a . • AGS N (4006 � �? °�0 �.___.-___ #m t 105W �, !1 Q�1.q T , 11! `� pA e. .. I r� 6 c" V . � FENC, NC . " . - 10 aAlt� N�� OF At�t• --�. _ - _ r - cr*�' d) ..- • 1 t �► Y I I q •q(p � I vAat L , x Imo` a t t a •�� aC 1 VE _..____ _ I(e1 4 11 I i .S�Cl :3 . \ @ 4 . a 1101. 8 0 *, . \ (ji ' 1 - ___/ fit► o �. • , < •�_.._ _._..�.- ��Q <( - . I I / I ft, .r " � 4K I qj to 110 ___.. - 10 N ei a. 0 F20 0 , 10 20 40 80 . mr 4 � f (mm.) 0 f I I AOR ACTIVI ARS0 - �� _...__ v"F �� I�t1 � ���` �� � ��� ��` Milt ___ __ z ____ ..- ommoomwoomW"O."mmmoom.-vomo . p� -_ 0 r4 *, I . . " I . " 11 088 SF -_,Ell � Is 41 A PAVING 1" ♦ „ . P 40 Cm► _ r- C SURFACING % 40 0 R I ACING II0 •I5 � v � SU 0 w � • I 111 , A 0 10 . 2 �.54/a Pt?ala�S�D �hGNCitVCa I � .... �.� '`� �� � ,, 1 Q U� t 1 Q .�10 TSI T 5a1/14L_"_ome P♦U. � '' 17 -� , .�--_ - `�" I GRAPHIC SCALEP.U.E .��► o H - . . I o k 6 - 4~rA�. 9 �. 6 �1201a14 UI'AIt 0 Ito _ .�-� . -, I .. _ , C:) 11 I a '�11_1, I i o CONTOUR INTERVAL.: 1 . . Q - .�a q� --�.,, OR .. I . . _... . --- _....... .. I . . . . �5 15� � oqc . a� PPOP �5�0 WAIGT , "D C � REPA E BY: ___ ____ - 5�; I I......_... . ... I I �-�0 '' - �. A (A. o I �A 1 •! ... t►•�1 lCal N1A i H: br Z5 p oo 11'••11 �� �. I 010, 15 T0 / ."� � �\1� ('1� ` � �•. �� a 9 ��„ ENGINEERING VE' 11NC# " TURES, R- , (TYP) td ►. 10%.46 To �� v 11 66p�RA-'6 p ►T1 Iq� .� r l ` I 1, . 1; %.F. -_ 1 QI .a b 2 ii �� u 1 l0 1 C/ - , -iiiiiiiiiiiiiiiiiiiiiio 6, �' AAAAAAs I. . I , © LANA PLANNINGCIVIL "ENGINEERING �.AN D S C;A P E A R E/� _ -____' _ �-___ _ ...�. -., ----•-- __-_ .� _ - -\I � . _� I �_��. .__. _ __. '� a 0 LANDSURVEYING . I ; DIAL TOLL FREE - 89.49�21�, _ -_ - -----I....I.....,_� _ -----I, ____ oo `� �n ---�.� 1095 \ . __ __11.\ _. 3► 1 h.3(;4_ 1__ _ p I r-------------r-�______,, ___116 '---" ---.m"--.---- ____.,.� W - mmm" - , _ 5 4 .-._._._.. -.__.__ t I I -_ " . I I I . 1R•� . . _. 1 •.-_._'�_ -� � - ��ARD EM66 _ __ �.9051at� Co t'�T I�Q1,... 3 8 _ � .__._�..._..___.___ -.-. � 8� �� �.- � - -T,t - - _--�---- �..� __ _ ____ _ __-__ �_ � _ 43500 RIDGE PARK DR. 202 � TEMECULA CA. 9259a r r) _-�_ ----- - --.__ __ - ___ _ -�- -_.. _ I . . 1 10 . I , , 4 _ .. _ _----- � . -- �a _ _ ., . -_ ._ ..... _ �__�_ _�. _ .-____:i____,,___ _ _ �.. v �► -- 50 A : (909) N W 2 � "I --_- --_... j �' .� _..__.._.._ AT FEAST TWt� pAYB � �" � M _ / r --I..- .._�__-____ _ I ~r "ORE YOU DIG �__________ -"-----, I_ `" • REF E �' � �. �+ 1 611z , * . I \1 I I . . v - _-� . . -r �� Q� w /---,___---, P / f / I I* UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 'L 40op"I''llim!'', . L , ./ / . ,-k / / / / / - .I hI . I .. _I I . 111111W'--� t . . I .ft. . I- ` A]\]- _ 46-•-�- --------1-� r- . __010 � ��������������������������-..........- ..... - . ill _.. -. . I.me ro ____oowl - . �������������I 1-.----. . I I ______I 1_ .. � �� ������������������������"����.-___...... . � � � � min .. .. . ..- .. W __11111 I------- III �____ ACG'D S -. .,, Desi ned B yawn Cl�leahe r Dr�Iv�tr1 IVB. ttNTRUCTION RCaR� DATE BY REVISIONS DATE BENCH MARK g y D B y d y g SCALEOFTEMECULA i �, e'.� RECOMMENDED BY: _ ._.-__. ----- .____. -.� DATE: a R� o CITY DEPARTMENT OF PUBLIC WORKS , P �.% RFI JMM JMM CAD . RFE . RIVERSIDE CaUNTY = ' I '� Contractor IN- . Horizontal , r . ) A e n P epared Ander Supervision Of 11 . .•. _10 . STANDARD BRASS MSK �� � ���� r�;��.������� ��'� � � • j AT LZ•-/2 w ## PTD B Yr _ _,� D E. _,. ,� W.4 ACCE E �- - _� Inspector r 20 PRINCIFA. �N51U MR Cr" 0CaIN��R �._ -_ STAMPED- T-. a1 D a19N�R OF RGARI-TA DPARC LS i 4 Z .,Of FAVC b MAP NO* * 13' 211 1 L �E�-v- ATE __ _.- �__ _-_____._� . 1 . r 5T�u 6 N W,Uss5wmilill k ft - a 1 i�lS � ' 'Mo��►��► �o vertto4l - RAN�v�.PR �. L�MiNc, R.c.E. •. � � � � � � - . Oate Com ttd • 7 lI .1 r1 �s-111,. , . ; A8O ee 4 3 N A ,R C Rr 45687 .� ' 1 98R.C.E. `I€ D t � �9 1 PR3 V• 1053.E . F .C.E. N0• Ex Iree � rNo. Ex tress rt6w-I + , ' "# r !fit` P P • I I I . ; k I .� , . I I . . ,44 1 1 i ", k . I , , - I - 2b0_16plevw I . .. . I . I I - . .. I . I I ,, 1, I I ": .. . I 7 ! • s I 1qq 6 I " wo , j . - 1 . . . _ -- _...''-L. - . ._.W. �.-. � 1-1- - ._ ..,. .a .•.... _._ M � .. _ . ..