Loading...
HomeMy WebLinkAboutLot 25-36 - Precise Grading GENERAL GRADING NOTES IN THE CITY OF TEMECULA, CALIFORNIA WORK TO BE DONE I . ALL GRADING SHALL CONFORM TO THE CALIFORNIA BUILDING CODE. APPENDIX THESE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE CHAPTER 33. AS AMENDED BY ORDINANCE 99-23. PRECISE GRADING PLANS ACCORDING TO THESE PLANS, THE CURRENT CITY OF TEMECULA 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%. STANDARDS AND SPECIFICATIONS. AND THE LATEST EDITION OF THE TRACT NO , 2LOT NOS , 25 - 36 NORTHWIND PHASE STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION ( GREEN DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED 1 3 BOOK"). A MINIMUM OF 2 FROM THE TOP OF CUT OR FILL SLOPES. 3. MAXIMUM CUT AND FILL SLOPE - 2:1 . s � PRIVATE ENGINEER'S NOTE TO CONTRACTOR G 4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL �x � �7 ��� � � ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON �A' ' OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO FILL SLOPES OVER 5' HIGH. N� � � THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS /�'� SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH � ,4 � REGULATION OF THE U.S. DEPARTMENT OF LABOR AND THE STATE OF FILLS OVER 1 DEEP. PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL �� 'T CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION - �r / SAFETY ORDERS. THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S 30 / IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS COMPLIANCE ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF / / SITE WITH SAID REGULATIONS AND ORDERS. � ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR / 3 CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO +�� / LINE, GRADE, ELEVATION AND LOCATION OF CUT FILL SLOPES. / � COMPLETE RESPONSIBILITY FOR JOB-SITE CONDITIONS DURING THE / 33 ALL PERSONS AND PROPERTY. THAT THIS REQUIREMENT SHALL APPLY� COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF 7. PROVIDE A BROW DITCH. DESIGNED TO HANDLE 100YR Q STORM FLOWS. 28 / / CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HDQRS. AND ALONG TOP OF CUT SLOPES. / / THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER 27 34 OWNER AND CIVIL ENGINEER HARMLESS FROM ANY AND ALL THAN ONE FOOT. LIABILITY. REAL OR ALLEGED, IN CONNECTION WITH THE �Q. TE COLA PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTION FOR LIABILITY c, / / RISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF ��, WAY 2 / 35 THE PRELIMINARY SOILS INVESTIGATION BY LEIGHTON & ASSOC. DATEDv / THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND OCTOBER 129 1999 AND AS GRADED REPORT OF ROUGH GRADING �� S�' / o �►� / �� I ATILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY DATED JULY 11 . 2000. TWO SETS OF THE FINAL COMPACTION 9 SEARCH OF THE AVAILABLE RECORDS. THE CIVIL ENGINEER RSHALL EPORT DESIGN RECOMMENDATIONS AND CERTIFICATION ED TO THE ENGINEERING DEPARTMENT WHICH .� SITE SHA .� F�L�• �, / ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES � fi' � THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT N r� 2 4 / 3 7 OF THE PRELIMINARY SOILS REPORT. J SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING 3 8ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK OR 10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24 CALIF0RN1A LNDEX MAP / 39 , EXCAVATION TO DETERMINE THE EXACT LOCATIONS OF ALL LINES HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE -� SCALE: 1'=100' EXIST 25' DRAINAGE I 2 3 / / AFFECTING THIS WORK, WHETHER OR NOT SHOWN HERON, AND FOR ANY INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING ''�q EASEMENT / DAMAGE OR PROTECTION TO THESE LINES. PERMIT FINAL INSPECTION FOR EACH LOT. q� 2 / / PHONE: (909) 694-6411 ANC 1jq /� 40 � � 21 / � LEGEND 15 / 7 2 200' MWD 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL 4 � TOP of WALL _ TIN SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT SHALL BE TEMECULA 2 0 / EASEMENT ------------------------"--------------------------------------------------..... PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM / J BOTTOM OF WALL BW EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE �T """""""""""" """""""""""""" """---" SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 7k / 73 42 TOP OF CURB ELEVATION---------------------------------". ..___________--- TC P 19 � / VICINITY MAP PAD ELEVATION PE 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS ............................................................................... BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL. AND OTHER DELETERIOUS ��' 18 ; / 74 ' 43 FINISHED FLOOR ELEVATION _______________________________________________________________ FF MATERIAL. � � / / � 17 FINISHED GRADE ELEVATION _______________ _ ---------------------------------------------- FG r��c• � / t 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED+ / , 71 75 44 HIGH POINT _____________________________________"-.._____________...._____________...._________ HP THE TERRAIN MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL �Q` PG 16 / / TOP SLOPE TS SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A ti� / ------------------------------------------------------------------------------------ REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. 70 76 45 FLOW LINE ................................ FL R, t�,P TOP OF GRATE ELEVATION TG 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF �S� � / ................................................................. BERPRDVNDEDRAONAGE PREVENRUPONDING WAMERRARY AND DAMAGEGTOCADJ A�ENTHDULD ��' 14 � 69 7 7 � GARAGE FINISH FLOOR ELEVATION ..................." .. GF 46 PROPERTIES. 13 / EXISTING ELEVATION _______________________I--------------------------------------------- (91.70) / 15. DUST SHALL BE CONTROLLED BY WATERING DR OTHER APPROVED METHODS. 12 68 7$ 4�' I FIRE HYDRANT LOCATION ------------------------------------------------------ --------- DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO ►Q�.�� � � (� � 16. ALL EXISTING65 G G STREET LIGHT ----------------------------------------------------------------------------- o---- / �,• FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES y DIRECTION OF DRAINAGE FLOW ............................................ AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT11 7 9 4 8 ADJOINING PROPERTIES DURING GRADING OPERATIONS. 66 / RETAINING A NING WALL (BY SEPARATE PERMIT) ............................... 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE-- 6 4 8 0 4 9 / APPROXIMATE LOCATION OF ELECTRIC METER ......................................... Q iW 10 6 7 SEWER LATERAL LOCATION S❑ TENTHS ( 1 .5) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE o ................................................................ ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN Q 6 Q 6 3 8 1 / 1 WATER LATERAL AND WATER METER LOCATION _______________ w VERTICAL HEIGHT. _ / ❑ _ o LOT 0 9 82 50 // / / ELECTRICAL TRANSFORMER -------------------------------------------- --- - -- - - ------ 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING w F_ LINE iCr w v / PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQU I RED, THE _ 3 MIN. a �W 6 2 8 3 / / / POWER LINE AND HANDHOLES .............................................................. D 51 • ELEVATION (WITH RESPECT TO MEAN SEA LEVEL ) SHALL BE GIVEN. IF AN er �� 5 MIN. V)O- 8 / TELEPHONE SERVICE ___________."____________________________________________________________ Q ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE o V) ca z w , $4 / / ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN• o0 3' MIN. 1' owo 6 1 52 / / �� GRATE_________________________________ _ ----. ❑ 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA 2% MIN. , 7 53 / / / /� AIR VALVE------------------------------------------------------------------------------------- ICE MAX* 6 0 / / TELEVISION PLATFORM ICE PLANT AT 12" ON CENTERS OR ANOTHER APPROVED GROUND COVER. 5 4 / 7�.A�7 ��. � ���7 SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, myl / / "-""�-�- �" """"�"��� " SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION 21� MAX, 6 1 / / r r BACKWATER VALVE GRADED 55 / �Lr �'�� --� AIR CONDITIONER LOCATION THEREOF. SHRUBS SHALL BE PLANTED AT 10 ON CENTERS. TREES, 20 ON / ............................................................... CENTER: COMBINATIONS. 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL GRADED 6'MIN.-� LOT FG. 56 / / / HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW LOT FG. ' / / GRADING TOLERANCE NOTE PREVENTION DEVICES PER U.P.C. , CHAPTER 10-R. / 1 � / � � GRADING SHALL BE DONE WITH A TOLERANCE OF 0. IOF THE GRADES AND 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT A 1 58 / / ELEVATIONS SHOWN ON THESE PLANS AND ALL SLOPES SHALL BE LESS THAN /4 PER FOOT FOR A MINIMUM OF 3 FEET. NOT TO SCALE 4 59 `po_ / CONSTRUCTED WITHIN 0. 5' OF THE LOCATION SHOWN ON THESE PLANS. ` �y� / / / IN NO WAY DO THE ABOVE TOLERANCES RELIEVE THE CONTRACTOR OF THE 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE O / / RESPONSIBILITY OF PROVIDING A FINISH SURFACE THAT WILL NOT POND. PERMITTED. 22. AL IORROPE TY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD ' / / ESTIMATED EARTHWORK QUANTITIES TO OF ANY CONSTRUCTION/GRADING. FG 2 L / 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE BACK OF SDwLK NOTE: ESTIMATED GRADING QUANTITIES SHOWN HEREON ARE RAW QUANTITIES FOR/ PERMIT PURPOSES ONLY AND ARE NOT TO BE USED FOR FINAL PAY QUANTITIES. THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE DEEPENED FOOTING 0 \ CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. AS REQUIRED. _ ` 1 / NO LOTS UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY �� Q 1 \ / / / CY/LOT TOTAL SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. TC _-..a r ` _ Cr \ �. / - � � MIN. � ` OPTIONAL 12 15 180 PER PLAN v. M .10e / CURB LA / / -� ��7 � FF=100.0 3 INDICATES LOT NUMBER / / PE=99.3 2 FF=100.0 INDICATES FINISHED FLOOR ELEV. / / Cr / / 233-71 -1 1 FF=100 PE=99.3 INDICATES PAD ELEV. qcz F 10' (TYP) / / / PE 9.3 3 INDICATES BUILDING TYPE PER LAN 12.0% z X / / o ER PLAN 1 / / _ le 1% M I / / U1 E 10'MIN (TYP) RIGHT OF WAY TC IN_ 5' MIN. 3' MIN 1% MIN. FG DIG ALERT PER PLAN - - - - � �� r -r -r ,. V 7 TMFG LA EXIST. CURB AND GUTTER CALL Q - UTILITY SERVICE POINT `i BEFORE BUILDING FOOTPRINTS LD 01- 158 GR You DIG! TYPICAL LOT GRADING DETAIL NOT TO SCALE RICK]ENGINEERING COMPANY 1-80227-2b00 NOT TO SCALE UNDERGROUND SERVICE ALERT Callat least 2 working days prior to excavating. TM San Diego Riverstds orense Phoenix Tucaoa 1223 iJniversity Ave.,Ste.240•Riveretde,CA 92507-3418•(90'8)782-0709•FAX (909)782-0728•www.rickeng.anie► CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: Designed by Drawn by Checked by , SCALE ESS � RECOMMENDED. BY: /dila/ Drawing No. COUNTY OF RIVERSIDE 9.M. T-29-81 M�cHF( t�yc EHP EHP EMR DATE. CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS Horizontal c ��� i P repared Under Supervision Of " Contractor 2-1/20 SASS DISK I N CONCRETE, CYLINDER. I N THE N.W. CORNER OF THE I NTERSECT I ON o No. 46604 �� Z OF RANCHO CALIFORNIA RD. WITH MARGARITA r '� z ��-' ACCEPTED BY: DATE: / Inspector OF.PIP. (NOST OF NUMBER)7., 94'CNORTHEOFETHEOCENNTERH 11y=100 Exp.6-30-03456�2 Datezo.&_ RONALD J. PARKS PRECISE GRADING PLANS LINE OF RANCHO CALIFORNIA RD. SET FIBERGLASS Vertical CIV 1� EDWARD MICHE RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS TRACT NO. 2 33 71-8 L 0 T NOS. 25-3 6 WITNESS POST 1.0' WEST OF MONUMENT. Date Cmp It'd N/A 4�q� \�oR.C.E. 6804 6-30--03 �T-__"� ELEVAT I ONS 1128.410 (ADJ. 9-13-82) cA� .C.E. No. Expires R.C.E. No. 19744 Expires 9-30-05 r �'�' NORTHWIND PHASE 13 Sheet 1 of 2 G.-\d-13212\212pgd 183.dgn PLOT DATE:29-OCT-2001 JN 13212 .. co(30 m 1i I N •W N LA SERENA WACE Y A A II I __.. _...__ ...w,.. _ __ ... _ `_...M..__ _ .. . ._ .n...._ __ . __w.. � ._ .. _._ _ .__ _ ..._ ._ T-. � . .. .. ._.._-.. . _........_...___ _ ._ W _... .._ . _.. _.. ___...w _ _. _ .._. .__,.. _.. m__ .w___ __w_ .. ._. .._ w.__ ...T..._. .._... µ _ _ TC) fl1T752 TC) . .. ... . ._ - __ __... _ _ . _..w ..... _...._ _._... . .. ..._ ., -, .. ... - .- w-_ . t • iI � I f , 80.4 1182.2 FG '• 78.9 78.9 86 OPEN SPACELOT 1181.5 FG FG 1178.2 FGFG , FG FG a mom 53.0 78.9 2.22 80.0 80.0 80.0 k I 38 1 -21.10 28.90 45.00 50.05 78,9 s ...�/� N � 80.4 80■4 C) • 77.9 77.9 FG FG n� FG FG n� FG 80.4 FG N FG FG FG air _ _ _ _ ` 79.7 Q, FG FG FG • - 78.6 �. HP - - i1 i s - �j. � MIN _ - - w1X MIN % HP `-n - \ T7 m m I I I ■ - , r � 77.6 O° 78.6 HP �'. � P M 80. 80.1 3 1 -' HP �o• 118 L ' HP � 78.3 � HP � � _ � �° , - - \ 78.3 - - - -- - - 1 FL 1 79.4 , - � _ _ HP -L _ .. `i, 77.3 FL 79.4 . FG r t r r FL � FL FL 1 - , \ sem, FL 79.3 \ / 79.7 FG CO co 3.0 77.3 5.0' , 78.3 27 78 3 , _ FL Z� Zg ► 79 8 1 FL 25 FL 1 26 i FL r i PE-1180.0 ► 79.8 , � � FL PE=1180.0 79.7 �•5 � PE=1177.9 � PE=1178.9 � � PE_1178.9 FF=1180.7 � FF-1180.7 FL ► S,O� Ni FF=1178.6 " FF-1179.fi 5.0 FF 1179.6 3C ' an - y 30 FL FL r r I rr a -� ZA ; , ,` �A 1 PE=1180.4 31 z 2 77.8 FL C 5.0' 1 5.0' , 714 FF=1181.1 PE=1180.4 FL � 78.9 � 5.0 7 / 5.0 FF=1181.1 r r 1 r i 0 i Wz 7 - Wi FL / 2A I GF=1177.9 UJ GF=1178.9 w - 5.5' / 5.0' ► 3 � o W© GF=1178.9 �' w o GF-1180.0 / I / co r k I a 76.8 no w z 77.8 0 0 78.8 �?z GF=1180.4 GF 16'6 T FL "" 76.8 w� FL -% 77.8 1 GF=1180.0 ou w 3 / ► ;° 7 FL FL 78.7 w r-- 79. o 0 0 77. 78.8 0 0 1 5.1 FL _ FL - w FL 1 L.5.3, FL , ,� GF 1180.4C5 1 FL Ln 79.1 to to - to to C7 0(n Ln En o 79■1 ;' ► rr a' ,' „� u- LO / 1 FL to fes- Q7 C� N N� �,,� N 1 N O Lq tL 1 � N N rt- P+7 N 1 rCR 0 - LL-1 79■3 ► r I 23' 1 r rr 1-' u i Lei to co - �Q tri p o as C) r m ti ■ D ti m _- oL .�►,, N e~�-- r rte~- (V 0 F L Lj- LLGo Lt7 O I * .2' n) � � +r - '50■ 45.00 -- �-- _ L=47.54 e �- .� ir- co cyCy) ,� ■ �,/ •v'- d' ,' `CK) r' ' ■96 5.49 M � 1175.86 TC � 3 1176. 1 C - I Q 1176.91 TC- � 117 .46 TC RIM L 1.=2fi,95' N► �� a o o to cv cv c\i © ctr 01177.96 TC •41;' � ' ► ' n °° .-■-. �� .� `„ .- co m a,, - 1177. 1 00 - A 117 ,3 TC / I �. rn rn J 1.10% --' ger -..a �. � - m ': '. •:* ' N U N10I 10I ul) N 5 BRANFORD N � LO -� r N c, �- -� 0; 4 � 1178 _1TIC- -b�- - DRIVE _ " 7 0 1178,13 i I ---�N Co3 r. ti © - r' 0 3 �' -- `' N �' RIM EL~ �► r t �" I � v cn � ' - / �- ,° •,' ; 1177.18 1176 N � N � 1177.22 TC � _, --~-- `�---� r 100 VC �i � --N-.��� ~' -, 1 � � v N U 1178 26 C �� - .� i 2■77/. •1e Tc N ;f P` a ` 49.00 5.20 ca 11 --� 1 t' r ti 4 C7 ' • 1 00 34.3' co ,;,-, x °D o M 1 tri `� �r rn , r - N CO r N P- N O 1 N lf� �` Co I ` I/ : �7 . C7 ` •r : I r' f. r ' t av Q" -V M w (/� ' fL► t o a v X5.5 77.7 1LI I - - �• �I E=11 w ca 78.5 �.- , av N o ;,.� �• I ,' " f FF:11�6r i FL o z FL 1 ► w ^_ o 1p,• r " a+ 6 77. ❑ ' 79.2 Lr10 i 78.7 z 78.6 w c� 78.9 r •_v i 15 L GF=1178.9 FG o w GF=1179.7 1 ( FL 4 1 1 �5 8 Np 5.0' - - FL uj Q 1 LO o FL r 78.9 r FL LA- 78.4 1 GF=1179.7 Lq 0 1 GF=1180■1 I GF=1180.1 Q~' ►1 '' l I ' ; F' F L o�,- o 0.5' DEEPEN 5■5' / 79.0 34F� 3 6 FOOTING 5.0' � / FL -,, I f' `1 I ; PE=1179.7 6,6 1 1 79.0 PE=1178.9 1 1 35 1 1 _ , 79.1 FF=1180.4 33 , , FF-1179.6 PE=1179.7 1 79.1 1 1 5,5• F L �o q,A X5.1 38 79.2 FF-1180.4 FL Z14 FL 1 PE_1180. � 1 / r-t' I =N ! I ► , ,r ' F G 78.2 78.2 FG iC FF-1180.8 5,0 i � 32 5,0 0- 17.1' FL FL 78.9 79.1 1A► PE=1180.1 / w' 1 I }y { 6■2' FF=1180.8 i °FL F�L�111 - - - -- - 1 79.5 79.5 1B 79.4 1 FL FL 79.5 ■ 1 r' FL ` i'DEEPEN A.� a HP , ' 79.5 r 1I d FOOTING FL 6.1 A.A - _ _ L78.6 _ _ _ _ cv / - _ -.. n r �) S r q i/ z co \ 1 , r `Ji FL 79.4 •V HP HP v \ I I I ► f r co _ 4 798HP V, 4- / N 79.8 ,-80.1piP rr ;r ,n HP �,FG r , r ■ � D, a Y r• r Cn 9 80.1 '13,6 11�A.2 o FG80.1 :4 FG e I v r a `\ � 80.3 � ,' I r '�" = 80.1 I I ' ' - • , y ��A■3 I ' `� 46 PE"1 5A FG 1"1 ; FF=� 33.2' I 3e� 80.3 j> r 80.0 FG 1.6p' t� Q FG f f ; SCALE: V= 20' rC\y 80.1 r -" MWD EASEMENT ' 1 h ;' ` X3,6 79 5 FG �'J. , , I I a r , 20 0 20 40 FG. �� r` a ' I I rr `f f co + ` DIG ALERT � � F G L-FG 5 ED TM , r GALLCAUTION: a I rA f ►V s _ BEFORE F� = r �+ 1 LD 0 1 158 GR YOU DIG. EXACT LOCATION OF EXISTING 1-800-227-2600 UNDERGROUND FACILITIES IS 92'1$ �� �` ,` ,' ;" I { ,' �` RICK]ENGINEERING CON4PANY UNDERGROUND SERVICE ALE UNKNOWN. CONTRACTOR TO F I RT Ca II at least 2 working days prior to excavating. VERIFY IN FIELD■ TM San I?lega Riverside Ckanga Phoenix Tuc� 1223 University Ave.,Ste.240•Riede,CA 92507-9418•(909)752-0707•FAX (909)752-0728•www .cam CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SEALS/ Designed by Drawn by Checked by r Drawing No. SCALE BCH EHP EHP EMR RECOMMENDED BY: DATE: // / p g �► CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS Contractor Horizonta I P repared Under Supervision Of �i w No. 46804 -- ACCEPTED BY: DATE: SEE SHEET N0. 1 1'=20' Exp.6-3o-a3 Date a 2 9 RONALD J. PARKS PRECISE GRADING PLANS Inspector Vertical EDWARD MICHE RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS TRACT N O. 23 3 71-8 LOTS 25-36 Date Cmplt'd qTf crvi%.�o��\p 46804 6-30-03NORTHWIND9 N/A ca�� R.C.E. No. Expires R.C.E. No. 19744 Expires 9-30-05 , l PHASE 13 Sheet 2 of 2 1 G:Ad_13212\212pgd 184.dgn A PLOT DATES 29-OCT-2001 JN 13212