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HomeMy WebLinkAboutLot 4-13,18-22 Precise Grading 1 IN THE CITY OF TEMECULA, CALIFORNIA GENERAL GRADING NOTES WORK TO BE DONE THESE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE 1 . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER ACCORDING TO THESE PLANS, THE CURRENT CITY OF TEMECULA, 33, AS AMENDED BY ORDINANCE 93-04. STANDARDS AND SPECIFICATIONS, AND THE LATEST EDITION OF THE TRACT NO , 2 �- 10 , PHASE 4 LOT N 4 - 13 AND 18 -22 STANDARD SPEC I F I CAT I ONS FOR PUBLIC WORK CONSTRUCTION ( "GREEN 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1X. BOOK" ). DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED PRIVATE ENGINEER'S NOTE TO CONTRACTOR A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. 00 3. MAXIMUM CUT AND FILL SLOPE - 2:1 . ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO 4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL A� THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE FILL SLOPES OVER 5' HIGH. w\ W PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENTSES REGULATION OF THE U.S. DEPARTMENT OF LABOR AND THE STATE OF SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY `►� CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL TRACT NO. 23371- 10 �, RAC T N0 j 233 l l - 1 1 SAFETY ORDERS. THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE FILLS OVER 1 DEEP. 00 6 r8 7 IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS COMPLIANCE WITH SAID REGULATIONS AND ORDERS. 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S �r 6 CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR COMPLETE RESPONSIBILITY FOR JOB-SITE CONDITIONS DURING THE TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF LINE, GRADE, ELEVATION AND LOCATION OF CUT FILL SLOPES. 26 2 ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND 7. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100YR 0 STORM FLOWS, THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE ALONG TOP OF CUT SLOPES. OWNER AND CIVIL ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED. IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTION FOR LIABILITY 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER � � INDEX MAP RISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. THAN ONE FOOT. 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF . ........... .......... ...... ......... 12 1 =100 THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND THE PRELIMINARY SOILS INVESTIGATION BY LEIGHTON & ASSOC. DATED UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY JANUARY 30, 1998 AND AS GRADED REPORT OF FINE GRADING AND EROSION SITE - A SEARCH OF THE AVAILABLE RECORDS. THE CIVIL ENGINEER REPAIR DATED NOVEMBER 2, 1998. TWO SETS OF THE FINAL COMPACTION ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES REPORT SHALL BE SUBMITTED TO THE ENGINEERING DEPARTMENT WHICH � � NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION 2 5 3 SHAWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS 24 ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK OR OF THE PRELIMINARY SOILS REPORT. �7, 9 2 3 29 EXCAVATION TO DETERMINE THE EXACT LOCATIONS OF ALL LINES 21 AFFECTING THIS WORK, WHETHER OR NOT SHOWN HERON. AND FOR ANY 10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24 DAMAGE OR PROTECTION TO THESE LINES. HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE 1 2 C9 INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. '� � 1 22 24 . ........... ........ ..... ............. LEGEND ... . ... .... . ... PHONE: (909 ) 694-6411 ) � 25 31 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL 16 17 15 � � ��' � SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE 3 z TOP OF WALL --------------------------------------------- -------------------------------------- TW BOTTOMOF WALL -------------------------------------------------------------------------------- BW PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM TOP OF CURB ELEVATION TC EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE PE SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. PAD ELEVATION _________________________ 3 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS r AC T JNJ , 290 33 FINISHED FLOOR ELEVATION ------------------------------------------ FF BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS1 FINISHED GRADE ELEVATION __________________________________________________________________ FG MATERIAL. 17 �� � HIGH POINT ---------------------------------------------------------------------------------------- HP 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, 55 50 48 47 46 �� � TOP SLOPE ________________________________________________________________________________________ TS THE TERRAIN MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL 1 � FLOW LINE FL 5 2 51 4� fit} SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A 53 REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. 1 _�..- 2 Jr 41 3 TOP OF GRATE ELEVATION -------------------------------------------------------------------- TG 40 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF GARAGE FINISH FLOOR ELEVATION __________________________________________________________ GF PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD EXISTING ELEVATION ________________________________________ (91.70) BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT 3-7 PROPERTIES. FIRE HYDRANT LOCATION ___________________________________________________________________ 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. STREET LIGHT _________________________________________________________________________________ 0_� 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO 38 DIRECTION OF DRAINAGE FLOW ............._................................ FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES RETAINING WALL (BY SEPARATE PERMIT) ________________________________ AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT rX S r J NG M J9 J !,r HO Jr PARK ADJOINING PROPERTIES DURING GRADING OPERATIONS. 39 APPROXIMATE LOCATION OF ELECTRIC METER ________________ 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE-- SEWER LATERAL LOCATION ------------------------------------------------------------------- ElTENTHS ( 1 -5 ) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE 5-7 WATER LATERAL AND WATER METER LOCATION _________________________________________ (] ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30 IN VERTICAL HEIGHT. o � -------------------------------------------------------------------- o ? o ��� ELECTRICAL TRANSFORMER H Z Uj Q Z �y TEMECULA p WAY POWER LINE AND HANDHOLES ________________________________________________________________ ❑ ED NEER L SUBMIT ICATION 18. PADEELEVATIONSIVIWHEREISPECIFICLELEVATIONSEAREFREQUIRED, THEILDING W ? o � 'r �Q�� � TELEPHONE SERVICE ____________________________________________________________________________ El ELEVATION (WITH RESPECT TO MEAN SEA LEVEL ) SHALL BE GIVEN. IF AN LOT �,� SITE S s,�, � LINE W U4 TRACT N0. 23371-9 GRATE --------------------..--------------------------------....------------------------------------- ❑ ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REOUIRED, THE Uj U 3 MIN. 5 W �• ap C ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. w Cri 5' MIN. W i_W .c �'F,f �s O �� AIR VALVE _________________________________________________________________________________________ Cr °r_ N� LD zw N TELEVISION PLATFORM ------------------------------------------------------------------------- 19. EROSION CONTROL* ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ca o o 3' MIN 1' o W �� ICE PLANT AT 12 ON CENTERS OR ANOTHER APPROVED GROUND COVER. (..)1i 2% M\N. ~' `-'© �� BACKWATER VALVE ------------------------------------------------------------------------------ Q SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, MAX• SHALL BE PLANTED WITH APPROVED TREES. SHRUBS. OR COMBINATION 21/. CALIFORNIA � AIR CONDITIONER LOCATION ..........................................-....................... THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERS: TREES, 20' ON �� M1 C . , N. � �q ��Lr ��UR�r rj�r�.J r_ JN� , GRADING TOLERANCE NATE . CENTER, COMBINATIONS, 15 ON CENTERS. SLOPES OVER 4 IN VERTICAL A4AX, �pc 6 1 HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW GRADED RANCH �� 9'pfT r1 r� r ��J J �-11 ` J ,33 l J GRADING SHALL BE DONE W I TH A TOLERANCE OF 0. I ' OF THE GRADES AND PREVENTION DEVICES PER U.P.C. , CHAPTER 10-R. GRADED 68' IN.-- LOT FG. .�� ELEVATIONS SHOWN ON THESE PLANS AND ALL SLOPES SHALL BE . LOT FG � 62 CONSTRUCTED WITHIN 0. 5' OF THE LOCATION SHOWN ON THESE PLANS. 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT �5 � IN NO WAY DO THE ABOVE TOLERANCES RELIEVE THE CONTRACTOR OF THE LESS THAN I�4' PER FOOT FOR A MINIMUM OF 3 FEET. A TEMECULA RESPONSIBILITY OF PROVIDING A FINISH SURFACE THAT WILL NOT POND. 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE NOT To SCALE N.T.S. 63 PERMITTED. ESTIMATED EARTHWORK QUANTITIES 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD FG VICINITY MAP NOTE: ESTIMATED GRADING QUANTITIES SHOWN HEREON ARE RAW QUANTITIES FOR PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. BACK OF SDwLK PLAN 64 PERMIT PURPOSES ONLY AND ARE NOT TO BE USED FOR FINAL PAY QUANTITIES. 23. APPROVAL 'OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE _ _ �� NO. LOTS CY/LOT TOTAL CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. FG _ �~- �" 15 15 225 UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY TC PLAN - z SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. PER PLAN R/W �- OPTIONAL 66 ' I 67 HP CURB : • \• LAN FF=100.0 3 INDICATES LOT NUMBER I PE=99.3 2 FF=100.0 INDICATES FINISHED FLOOR ELEV. I 9.3 FS 10' (TYP) � PE FF=100 0 PE=999.3 3 INDICATES PAD ELEV. Ing INDICATES BUILDING TYPE E PLAN 12,07.. 2 . MAX z - �"�- F F 2 o ER PLAN R PLAN LAN TC •. - `-M1N• 5' MIN. 3' MIN. i FG U1 10'MIN (TYP) RIGHT OF WAY DIG ALERT • ` _ 1/. MIN. � VLAN PER PLAN `� - -� - - - FG DEEPENED FOOTING ED TM PER PLAN AS REQUIRED. UTILITY SERVICE POINT LL Q - NLD EXIST. CURB AND GUTTER CA9 GR BEFORE You DIG! TYPICAL LOT GRADING DETAIL FOOTPRINTS - BUILDING Foo PRIN S �''IFJCK]ENGINEERING COMPANY ,i 1400-227-2600 NOT TO SCALE NOT TO SCALE0 UNDERGROUND SERVICE ALERT :::s,� RIvers I0e, Avenue Suite 100 Canat least 2 working days prior to excavating. California 92507 (909) 782-0707 CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK:COUNTY OF RIVERSIDE ALE SEAL: egOESSIDesigned by Drawn by Checked by � Drawing No. - I �F EH/EMR EH EMR RECOMMENDED BY: DATE: CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS B.M.B.M T-29 8 MICHE L tib, 2-1/2' BRASS DISK IN CONCRETE CYLINDER Horizontal �Q� �" z P repared Under Supervision Of Contractor IN THE N.W. CORNER OF THE INTERSECTION S �► c No. 46804 r' DATE: a, OF RANCHO CALIFORNIA RD. WITH MARGARITA •- � `'' Z � O ACCEPTED BY. 1 =10o EXp.6-30-03 Date o RONALD J. PARKS PRECISE GRADING PLANS RD, I.0 EAST of A 7.0 C.L. FENCE, Eo NORTH TRACT NO, 23371- 10 LOT NOS - 13 & 18--22 Inspector of P.P, cNo NUMBERf. 9,' NORTH OF THE CENTER � � EDWARD MCCHE RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS � � � LINE OF RANCHO CALIFORNIA RD. SET FIBERGLASS Vertical WITNESS POST 1.0' WEST OF MONUMENT. `rl CIVIV �P Date Cmplt'd N/A 4Tf OF CAL\F� R.C.E. No. 46804 6-30-03 �Ta Sheet 1 2 Expires R.C.E. No. 19744 Expires 9-30-01 PHASE 4, NORTHWIND of ELEVAT I ONS 1128-410 (ADJ. 9-13-82) p • G:\d_13212\212pgd79.dgn PLOT DATE:27-JAN-2000 JN 13212 r 300 S / fA CE � Mw / / EXIST 1.8:1 SLOPE Sf'V ,Vr / / 22.33' 07 7 68.53' 08.191.7/ X07.7- 52.56' 1,8/. MIN 07.7 07.3 51.00' 07.3 45.00' FG FG FG FG rA MIN ��, - FG FG 06.8 FG 07.4 :n HP r- N c.0 , �� _ 17.. MIN HP � aCIO / 8.1 q2, s 07.4 25 i 1 . 1 08.4 FG ��' �`\ AHP - tx. MIN ' 1 / \ • . - 0 1 07.1 FL FG - 07.4 ��- 07.2 FL o X07.8 FL FL C i 06.5 06.3 5.0' / O HP 07.0 ; 5 z FL 4 FL 5.0' ! FL 6 = PE=1207.7 PE=1207.1 I 3 / / 1 OT.S \\ j ► 6FF=FF 1A8.4 1207.8 o PE=1207.3 •-- FL y a' PE=1207.7 5.0 .5' 3CR o FF=1208.0 08.4 08.1 ��� 0 7.7 ` \ 7 \ o FF=1208.4 0 1 B F� �o HP 0 - FL PE=1208.1 2BR ' 5.5' FF=1208.8 z GF=1207.8 i 09.7 3A 06.5 Z a r / 07.9 \\ \ °' \\ FL 1 1 GF=1207.8 i :: GF=1207.2 i / FL \ \'-' 1� 1 I 06.5 9.6,1 � 06.0 05.8 1 GF=1207.3 \� �'' 1 1 FL / \ 62 8 ti GF=1208.2 06.6 1 1 FL p FL \ PE=1208.4 06.9 FL o FF=1209.1 ; F L �" u, O it, cn 08.9 1BR y 06.9 N• N o� 0 06.4 \�. `\ \ FL `\ 5 5 �' o o o cy FLS �'�r n oo `° aoa rr Ln W \ s i N ` LA _n � �4jI• O N U •\•� � � i1'1 p/�/ •. 09.7 09.4 ,\ GF=1208.4 J o •o• �,�, o FG- HP ifs �.'�� 07.1 ��, '�► -4FL .Za • � � ' FG9 oar ��� 1205.60 0 1205.82 1205.73 1205.47 / PE=1209 o ' 2 09.2 •T `\ 4� {� . 's= i •�•`�-` \,:A co � TC ' m RIM EL TC 4 " TC � °.° F L 00 FF=1210.4 J oo �� .� •.- ..• 1205.81 t + r- V_ Ln r 1C r'p •-, - �' .:. TC o w 12 U 0.5% 13 /�` t� ♦� `` 07.2 � o s I _ - - - - / ` t � ` ♦ ` 'v� ^ r � 1205.85 � � 1205 60 � � DRIVE �Lr, MlNs 1205.96 � + # cv / •D _ �- _ . o a TC �, co TC N 00 1205.36 � 0 08.2 ` r, TC ��•o OA- V � TC N t N 10.5 , ♦ GF=1209.8 FL O < JJ �X , . .. . x C)FL 0 . \ 08 6 �� '' •s 1206.70 p o . . t -• �- C-') 50.08' - . �, 49.0 11.0 TC -� .�•/ ,� ,� �.�• M v' `" o `" HP 10 . 1206.74 5.�� 07.2 v , r , � 3 ` LO FC q3 � � Q TC - - � - � FL 8 0 � � o �, o . � � � �., o PE=1211.3 •�` N i Ln PO ,•��, 13.2 FF=1212.0 `!' o C6 o N ► o j , N ON O� N / 3 FG 13.3 T 2g �;� ��� �� h1• ' :`_ r, r, 06.4 12.5 ! 0 TF 10.0 p :-:: c�,S•. O. •: J p6' CP FL 05.9 FL r - OB 6' :• 6, .� 6'_ i 06.4 FLEl ' 10.8 FL •� "X�8.�Ox �� J,a'. I FL D i 06.0 ' FL z ' s � FL GF=1211.4 ,`�' �s ^'i � S�, 8 ``'o � - ' ,ti o 1207. ;p0 IR \ x �� GF=1207.2 / , f �, r. 4, - 98 .� \ . GF=1207.7 5.0 i xs -� \ •� Tc o o GF=1207.2 � ff ,c• a 07.3 W_ x 6.0 , \• 12.9 ` . F �� - FL 10.7' 5.9' i 22 1� PE=1213.2 1.27 <q 1, a 0 3.1• = 1� 21 PE=1207.0 13.2 HP FF=1213.9 0 1 �p �� 10.1 GF 1208.3 20 PE=1207.fi 2 3 3 FF=1208,3 1 PE=1207.2 � x \ =1207.7 06.4 FG 12.7 1A h \ � C 1p% C�� X80 �� ��o� FL � \ � PE_1208. � z i 06 4 26 FL - f ! 8 FF=1209.0 3B FL FF-1207 9 14.7 FL 11.8 \ F ��Bp S p Day 1N �� I FG FL \ ,� �Yy 2CR 07.7 3 A R Nar'> 07.7 FL / .p.- - p• pi 8 ? � r/ MIN GF=1213.3 ' ,��0' ��� 1209.94 8 t,c► • rti FL �\`�► 06 9 06.9/1 - N - --�o ao - 12.1 f f ''� 09, . Off, •o FL FL 0 06.7 f ho,• 14.0 - - . F 210.05 %p S LO �. ,� \ 08.0 08.3 +' 07.3 N HP i �• FL /� M/ FL f?1f S RIM EL 0 f�1 S GF=1211.2 10.6 `S \ HP FG v►•�' HP r� r N � '9 F o 0,1 ?� 10.0 �\N G- ��`- �� J '� ` - - _ o,� C'L '` L 'r 19 FL 212.0 TW FG 209.0 TW 17.. MIN V MIN 07.6 07.0 +' ' 14.4 PE- 14.7 ,g C[ f , .�. fB, qs , FL PE=1211.2 �` 07.6 07.0 �? D S 210.2 TF s 207.3 TF FG ► ' FF=1215.4 13.5 ro 8 Q h r 9•s, ,� FF=1211.9 •6+ F G F G N HP 2C FL f2 f2.2 wy a `:' 9 - _ _ Miy 3CR o.9 24 3-...T . r • RELOCATE � f2l0�� HP �\� 207. • 3 TF �•1 ��° ,��°' DRIVEWAY " f 9 FS `�' FG 209.0 TW14.7 14.2 15 8 TW �=1214.7 11.6 � ' . 10.5 �s, X073 TF` 15.8 FG FL 15.8 TW f2�2• B 1212.32 S FL FL -- 15 �r� M/ 13.4 TF 13.4 TF 9 FS TC �'jH 212.0 T --- • - -H S,S� r �; Sw GF=1212.8 r ,�� 10' SUBDRAIN �; 0 _ i �, . _ 210.2 F 16.2 TW 0 ► 'n 13'7 32.6, v- 1212.33 f�2' h• 12.0 \ 1.2 210.2 TF co TPA R EASEMENT FL X213 ti = TC j X1.7 FL 216.2 TW ACT NO. 23 o � 15.1 �� M/p - - •4 ,rs v C � FL � 210.2 TF >>'7p a 15.5 FL _ ` �" - _ 18'pwy '� q32, 12. a, TRACT N p• h `r'• 1213 c' ? FG - H 14.5 •9% .25 3, PE 1 12.T fq,x 9 FL 19.8 TC :: 0• ` .. FF=1213.4 / 13 1,�� 1214.02 ZA ,��• S.o, / 16.72' 40 PE=1215.8 1213.5 in RIM EL , / 50.10' 15.8 FF=1216.5 =1215.8 FS CL 18' DWY �' 0 15 ,, /� 12.4 0 / y FIG 15.1 36 1216. PE=1223.7 I 1 FL 1214,0 F 12.2 �. HP / FL / I I •. .�. . 12.7 �1 � 1216.14 TC FG ��,• / PE=1226.6 � 14.6 _ , ._ / - FL .1.IPIW _ 01 ~- "Mt 1187 1214.95 M . Fc G TCf�?p / I 18 1 1 �� �► •3�.� / -1229.817 PE=1232.4 4 �' �� PE= I 1 PE=1217.0DIG ALERT 9� .::.•. f22 �` °•2p / I I i , TM C[ I I CALL CAUTION: BEFORE LD 99-261 GR You DIG! EXACT LOCATION OF EXISTING 1-800-227-2600 UNDERGROUND FACILITIES IS SCALE: 1'= 20' �I'� RICK]ENGWEERING COMPANY ..,�s UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO 3050 Chicago Avenue sulte 10 ���� R 1 vers 1 de. a at least working days prior to excavating. VERIFY I N FIELD. 20 0 20 40 �MWPW Ca I i fwn i o 92507 MID) 782-0707 CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SCALE SEAL: ESSi Designed by Drawn by Checked by 3-1& IT6G ADDED 5%1 VALW6 ► EMR/EH EH EMR RECOMMENDED BY: DATE: Drawing No. AZ N,�C"E� �+ CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS Contractor Horizontal = Q� �: ' r w No. 46804 P repared Under Supervision 0f • ACCEPTED BY. DATE: Z o Inspector SEE SHEET NO. 1 1 -20 Exp.6-30-03ff a � ���r� Date d RONALD J. PARKS D E• IT PRECISE GRADING PLANS EDWARD MIC L RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS TRACT N0. 23371- 10 LOT NOS. 4- 13, & 18'22 Vertical &X C1v1\. ��p '= =- Date Cmplt d N/A TF FoR 46804 6-30-03 �--"- OF cA�� R.C.E. No. Expires R.C.E. No. 19744 Expires 9-30-01 A 1"9N Q R T H W I N D PHASE 4 Sheet 2 of 2 G:\d-13212\212pgd80.dgn PLOT DATE:27-JAN-2000 JN 13212