Loading...
HomeMy WebLinkAboutTract Map 32319 Lots 1-6 Precise Grading OWNER f DEVELOPER: SOILS ENGINEER. C2ENERAL NOTES GRADING NOTES STANDARD PACIFIC HOMES ALTA CALIFORNIA GEOTECHNICAL, INC. CITY OF TEMECULA 255 EAST RINCON ST. S.200 2900 ADAMS STREET, STE. A-15 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CURRENT EDITION OF THE IMPROVEMENT 1. ALL GRADING, EROSION & SEDIMENT CONTROL RELATED ACTIVITIES SHALL CONFORM TO THE CA. 92504 STANDARD DRAWINGS AND SUBSEQUENT AMENDMENTS. TO THE TITLE 18 OF THE TEMECULA MUNICIPAL CODE AND IF APPLICABLE TO THE STATE CORONA CA 92879 RIVERSIDE, PRECISE GRADING PLAN (SWRCB)I WATER RESOURCES CONTROL BOARD NPDESNPDES GENERAL PERMIT FOR 951-372-8500 951-509-7090 2. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND CONSTRUCTION ACTIVITIES. ENGINEER OF RECORD FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS TRffC114A 32319 MB 39611mw2 y DISCOVERED DURING CONSTRUCTION. 2. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE N 41.20'35" W 442.12' PRELIMINARY SOILS INVESTIGATION FOR TRACT 30264 BY PACIFIC SOILS ENGINEERING INC. pR{jr, 3 � 7" � 3. ANY CONSTRUCTION CHANGE MUST BE FIRST SUBMITTED TO THE CITY AS A REDLINE REVISION FOR DATED MAY 21, 2004. �y REVIEW AND APPROVAL PRIOR TO IMPLEMENTING THE CHANGE IN THE FIELD. RAINBOW CANYON 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2: 1 AND SHALL COMPLY WITH THE SOILS REPORT. 'o REDHAWK PKWY 4• THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A PUBLIC 01- +ARIGHT-OF-WAY. 4. STABILITY CALCULATIONS WITH AFACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE-TENTHS LOMA LINDA � � d', �. � (1.5) SHALL BE SUBMITTED TO THE LAND DEVELOPMENT INSPECTOR BY A REGISTERED CIVIL Z 0 � � �' N 5. A PERMITTEE SHALL SCHEDULE APRE-CONSTRUCTION MEETING TWO (2) DAYS PRIOR TO BEGINNING ENGINEER, SOILS ENGINEER, OR GEOLOGIST FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL � ROAD "' � ,°,° CONSTRUCTION. HEIGHT. y W W '0 N 2 5 a 6. CITY ORDINANCE 94-25 STATES THAT NO PERSON SHALL ENGAGE IN OR CONDUCT CONSTRUCTION 5. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES TO CONVEY 100-YEAR STORM FLOWS WOLF CREEK DRIVE S. �� REDHAWK PKWY LPs . o ACTIVITY, WHEN THE CONSTRUCTION SITE IS WITHIN ONE-QUARTER MILE OF AN OCCUPIED RESIDENCE, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED SLOPES OVER 3' IN VERTICAL ,,, ti og BETWEEN THE HOURS OF 6: 30 P.M. AND 6:30 A.M., MONDAY THROUGH FRIDAY AND SHALL ONLY HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS TO DIRECT SURFACE RUNOFF AWAY dENGAGE IN OR CONDUCT CONSTRUCTION ACTIVITY BETWEEN THE HOURS OF 7:00 A.M. AND 6: 30 FROM THE TOP OF SLOPES. %t P.M., ON SATURDAY. FURTHER, NO CONSTRUCTION ACTIVITY SHALL BE UNDERTAKEN ON SUNDAY AND Z � z NATIONALLY RECOGNIZED HOLIDAYS. 6. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO A �� ' WOLF VALLEY ROAD 1 .....1 --- 6 7. THE ISSUANCE OF A PERMIT BY THE CITY DOES NOT IMPLY OR PROVIDE ANY CLEARANCES FROM PRE-CONSTRUCTION MEETING AND COMMENCEMENT OF ANY CONSTRUCTION/GRADINGACTIVITY. � DEER HOLLOW ROAD STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF STATE OR FEDERALLY ENDANGERED INDEX MAP •� ' SPECIES ACTS OR WATER QUALITY REGULATIONS. THE PERMITTEE IS RESPONSIBLE FOR OBTAINING 7. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION AT ALL TIMES. NO VICINITY MAP PROJECT SITE SCALE: 1" = 100' dA THE APPROPRIATE CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCE OR OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. N . . TR. 32319 GRADING. 8. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES ARE ' 8. EMERGENCY TELEPHONE NUMBERS (ANSWERING MACHINE IS NOT ACCEPTABLE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING AND N •43.11 48 W 233.86 0 35'03" W 209.2 >� DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING GRADING RUBEN CON KLIN/STANDARD PACIFIC HOMES 951 -538-4994--------------------- -------------- OPERATIONS. (RESPONSIBLE PERSON/DEVELOPER) (COMPANY) (24 HR. PHONE #) 9. FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN HIGH POINT = FF �_1 L A_ _RUBEN CONKLIN/STANDARD PACIFIC HOMES 951 -538-4994ELEVATION -O.s MIN. L CLEARED OF WEEDS, DEBRIS, TOPSOIL AND OTHER DELETERIOUS MATERIAL. IF SLOPE RATIO � Z PA (RESPONSIBLE PERSON/CONTRACTOR) (COMPANY) (24 HR. PHONE #) EXCEEDS 5:1 AND IS GREATER THAN FIVE FEET (5), THE TERRAIN MUST BE KEYED, AND 3R n N�f � � 5' MIN. PSL 5' MIN. BENCHED INTO EITHER BEDROCK OR NATURAL SOIL WITH EIGHTY FIVE PERCENT (85%) WATER MUDSILL 9. THE PERMITTEE SHALL ABIDE BY THE REQUIREMENTS OUTLINED IN THE EROSION AND SEDIMENT SATURATION. CONTROL NOTES THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING THE STATE NPDES PERMIT 3' MIN. ' MIN. 2P MIN. 3' MIN. FOR CONSTRUCTION ACTIVITIES, IF APPLICABLE. 10. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER, 5 5' 5' SOILS ENGINEER OR GEOLOGIST WHO SHALL SUBMIT TO THE LAND DEVELOPMENT INSPECTOR PAD ELEVATION MIN. MIN. PAD ELEVATION MIN.� UPPER FF g" 6MUDSILL" FINISHED 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING OF THE PROPOSED WORK AREA AND TWO (2) SETS OF WRITTEN CERTIFICATION THAT ALL FILLS OVER 1 FOOT IN DEPTH HAVE ;,� � � �� �. 6 MIN. SURFACE RELOCATION COSTS OF ALL EXISTING UTILITIES. C C a " � FS I LOWER FF BEEN PROPERLY PLACED. p 6"MIN ° 11. CONSTRUCTION FENCING: ASIX FOOT (6') CHAIN LINK FENCE IS REQUIRED ON ALL INDUSTRIAL AND 11. THE CONTRACTOR SHALL NOTIFY THE LAND DEVELOPMENT INSPECTION DIVISION z e � COMMERCIAL PROJECTS UNTIL ROOF SYSTEMS ARE COMPLETED OR AS DEEMED NECESSARY FOR (951-308-6395) AT LEAST 48 HOURS IN ADVANCE REQUESTING ROUGH LOT GRADE AND B B � 2% MIN. � �D � PUBLIC SAFETY. THE MAINTENANCE FOR CONSTRUCTION FENCING UNTIL ROOF SYSTEMS ARE DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT 20� MAX. 6 MIN. COMPLETED IS THE SOLE RESPONSIBILITY OF THE DEVELOPER / CONTRACTOR. CLEARANCE FOR EACH LOT. � ,q,R f 2% MIN. � 0� 20% MAX. 12. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER OF RECORD AND 72. PRIOR TO RELEASE OF A BUILDING PERMIT, A REGISTERED CIVIL ENGINEER OR LICENSED LAND� ? , SECTION B-B SLOPE VARIES TO INSTALL STREET CENTERLINE MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE N0. anon � � �, � �o� P/� 2:1 MAX. SURVEYOR SHALL SUBMIT TO THE LAND DEVELOPMENT INSPECTOR TWO (2) SETS OF WRITTEN co � '` 00 NO SCALE 491 (TRACT AND PARCEL MAPS ONLY). FINAL PAD ELEVATION CERTIFICATION TO INCLUDE A STATEMENT THAT THE PAD ELEVATION IS RAW IN CONFORMANCE WITH THE APPROVED GRADING PLAN. CERTIFICATION SHALL BE TO LINE, 13. DUST SHALL BE CONTROLLED TO COMPLY WITH SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT'S GRADE, ELEVATION AND LOCATION OF CUT/FILL SLOPES. P/L (SCAQMD) RULE 403, INCLUDING METHODS APPROVED BY THE CITY ENGINEER. 5 MIN. 13. PRIOR TO RELEASE OF A BUILDING PERMIT, A REGISTERED SOILS/GEOTECHNICAL ENGINEER TYPICAL SIDE YARD DRAINAGE MUDSILL � _ 14. A RESPONSE TO A REQUEST FOR OCCUPANCY SHALL BE PROVIDED NO LESS THAN THREE (3) SHALL SUBMIT TO THE LAND DEVELOPMENT INSPECTOR TWO (2) SETS OF WRITTEN FINAL PAD BUILDING FOOTPRINTS _ 3 MIN. 2 MIN. FINISHED SURFACE BUSINESS DAYS FOR THE RECEIPT OF THE OCCUPANCY RELEASE FORMCOMPACTION CERTIFICATION TO INCLUDE A STATEMENT THAT THE GRADING HAS BEEN DONE SCALE 1" = 50' NO SCALE . IN CONFORMANCE WITH THE RECOMMENDATION OF THE PRELIMINARY SOILS REPORT. 15. FOR ALL OTHER SPECIFIC REQUIREMENTS ON PAVING, GRADING OR EROSION AND SEDIMENT CONTROL FF NOTES PLEASE SEE SEPARATE NOTES. 14. POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED T0, INSTALLING, WHERE 12 MIN. ABOVE PAD ELEV. 'D� 6 N. SLOPE VARIES APPLICABLE, GROUND COVER, TREES, SHRUBS OR A COMBINATION THEREOF IN ACCORDANCE R N FF T P �� 2:1 MAX. 16. PROVIDE SURVEY CUT SHEETS TO THE CITY ENGINEER OR HIS/HER REPRESENTATIVE UPON REQUEST. WITH TEMECULA MUNICIPAL CODE PRIOR TO THE APPROVAL OF FINAL INSPECTION. SLOPES P�� 5, '�e � OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACK _ 9 Q. FHIGH PINT F ELEOATION-O.Bo 2� MIN. � PLANNING DEPARTMENT N 0 TE FLOW PREVENTION DEVICES PER THE U.P.Q. MODEL TYPE o6�•2% 20% MAX. MIN. IF AT ANY TIME DURING EXCAVATION/CONSTRUCTION OF THE SITE, ARCHAEOLOGICAL/CULTURAL RECOURSES, OR ANY ARTIFACTS OR OTHER 1 MAX. LOT NUMBER OBJECTS WHICH REASONABLY APPEAR TO BE EVIDENCE OF CULTURAL OR ARCHAEOLOGICAL RESOURCE ARE DISCOVERED, THE PROPERTY OWNER DEEPENED FOOTING- 69.06FL � � 1069.06FL ELEVATION TYPE SECTION C-C, SHALL IMMEDIATELY ADVISE THE CITY OF SUCH AND THE CITY SHALL CAUSE ALL FURTHER EXCAVATION OR OTHER DISTURBANCE OF THE THAN 5 PER PLAN 1069.67FS FOR REAR YARD SLOPES GREATER IN VERTICAL HEIGH,r NO SCALE AFFECTED AREA TO IMMEDIATELY CEASE. THE PLANNING DIRECTOR AT HIS/HER SOLE DISCRETION MAY REQUIRE THE PROPERTY OWNER TO °� 35 FINISH FLOOR ELEVATION DEPOSIT A SUM OF MONEY IT DEEMS REASONABLY NECESSARY TO ALLOW THE CITY TO CONSULT AN/OR AUTHORIZE AN INDEPENDENT, FULLY 3' MIN. - _ '�' � s' ABOVE PAD ELEVATION SECTION A-A QUALIFIED SPECIALIST TO INSPECT THE SITE AT NO COST TO THE CITY, IN ORDER TO ASSESS THE SIGNIFICANCE OF THE FIND. UPON 3CR PAD ELEVATION � W DETERMINING THAT THE DISCOVERY IS NOT AN ARCHAEOLOGICAL/ CULTURAL RESOURCE, THE PLANNING DIRECTOR SHALL NOTIFY THE PROPERTY 5 MIN.- _ FF=1070.t7 NO SCALE o ? OWNER OF SUCH DETERMINATION AND SHALL AUTHORIZE THE RESUMPTION OF WORK. UPON DETERMINING THAT THE DISCOVERY IS AN PAD=1069.50 J J a' Mi 4. g" � ARCHAEOLOGICAL/CULTURAL RESOURCE, THE PLANNING DIRECTOR SHALL NOTIFY THE PROPERTY OWNER THAT NO FURTHER EXCAVATION OR „ FINISH FLOOR � ? DEVELOPMENT MAY TAKE PLACE UNTIL A MITIGATION PLAN OR OTHER CORRECTIVE MEASURES HAVE BEEN APPROVED BY THE PLANNING LENGTH OF DEEPENED- 60 ,o6e5� o � , �Qv DIRECTOR. FOOTING (D.F.) .. ENHANCED ELEVATION - ER � ' D� �o °D' 2% MIN. 4 Q 2% MIN. PER PLAN PROPERTY LINE 9 � � �� ° �� � ° p . . CONSTRUCTION Q RETAINING WALLWHEN , �- 6 BY SEPARATE IEPERMIT GEF=1089.67 06 .61 s" ': :oITEM DESCRIPTION # UNIT LEGEND 1" SAND ' FILL DISPOSAL OR CUT GARAGE FINISH '�°� co :i PAD GRADE °� � � ) RESIDENTIAL DRIVEWAY PER COT STD. N0. 207 6 EA. FS FINISH SURFACE HP HIGH POINT ELEVATION FLOOR ELEVATION y,�o,��� 1o6`O' RIGHT-OF-WAY TC TOP OF CURB PAD 1200.1 PAD ELEVATION FOUNDATION C SECTION s°.5°' CURB SOILS ENGINEER'S CERTIFICATE: FL FLOW LINE ELEVATION - - - - TRACT BOUNDARY NO SCALE INV. INVERT RETAINING WALL TYPICAL LOT *FOR SLAB CONSTRUCTION SEE ARCHITECTURAL PLANS* NOTICE TO CONTRACTORS I, SCOTT GRAY, A REGISTERED CIVIL ENGINEER OF THE STATE OF CALIFORNIA, FF FINISH FLOOR CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, GFF GARAGE FINISH FLOOR EXISTING CONTOURS I N.T.s. FOR JOB SITE CONDITIONS DURING THE CONSTRUCTION OF THE PROJECT, INCLUDING HEREBY VERIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PROPOSED CONTOURS UNDERGROUND STRUCTURES SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY 1234.0 FLOW LANE ELEVATION PREVALENT WITHIN THIS SITE WAS MADE BY PACIFIC SOILS ENGINEERING, INC, F L DEEPENED FOOTING ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE THE PREVIOUS SOILS ENGINEER OF RECORD, ON 12/07/09 AND PREPARED A AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER �� G.B. GRADE BREAK APPROXIMATE LOCATION AND EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH REPORT ENTITLED REVISED FOUNDATION DESIGN PARAMETERS FOR THIS PROJECT CE) ENHANCED REAR i PROCEEDING WITH IMPROVEMENT PURSUANT THERETO AGREES TO ASSUME LIABILITY AND THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING DATED 2/05/2010 WHICH HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY + STREET LIGHT ELEVATION FOOTING T❑ BE DEEPENED TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER.OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNEDNOT FIRE HYDRANT ES ENGINEER. ALTA CALIFORNIA GEOTECHNICAL INC. HAS ASSUMED RESPONSIBILITY ENHANCED SIDE I1F,F, R 3 ELEV, INDICATED ON THE PUBLIC RECORDS EXAMINED; LOCATED AT VARIANCE WITH THAT N0TIFICATI0NS AS GEOTECHNICAL CONSULTANT OF RECORD FOR THIS PROJECT. TW TOP OF WALL RIGHT ELEVATION 20� �� F ;VARIES, 6' MIN. 7o REPORTED OR SHOWN ON RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKEENHANCED SIDE 3 � LENGTH of 6' + EXTRA DEPTH FOOTING DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES THESE GRADING PLANS HAVE BEEN REVIEWED BY ME OR UNDER MY DIRECTION TF TOP OF FOOTING ESL LEFT ELEVATION DEEPENED FOOTING CD,F,> PAD ELEV, PER PLAN, MAX,5�0ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE 2 WORKING DAYS PRIOR TO STARTING CONSTRUCTION OF EXCAVATION: AND CONFORM TO THE RECOMMENDATIONS MADE IN THE GEOTECHNICAL 2e DETAIL NUMBER LANDSCAPE CURBING � CONTRACTORS RESPONSIBILITY TO NOTIFY THE OWNER OF THE UTILITIES OR STRUCTURES CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS (951) 308-6395 M ENGINEERING INVESTINGATION MENTIONED ABOVE. 3 SHEET DETAIL SHOWN - • - • - • - METAL FENCE 12' MIN, CONCERNED BEFORE STARTING WORK. � o ■ 3'x3' PILASTER a UNDERGROUND SERVICE ALERT: 1(800) 227-2600 piE33/ a Underground Service Alert EARTHWORK QUANTITY: 300 CYy �t OE�ORE o NOTEiTHE EXPOSED PORTION OF THE DEEPENED FOOTING G ' �OSS AREA. 3. S S AC ' �ES p �� � o Call: TOLL FREE SHALL BE FARMED, SIGNED W EXP.�12 311 10 � � o v ACRES SCOTT A. GRAY 12/31/201 0 � LD 1� O 34-( 1-800 TYP. EXTRA DEPTH FOOTING PLAN BASIS OF BEARINGS DISTURBED AREA: 2. 00 R.C.E. No. 67391 EXPIRATION DATE LD 11 - 01 4G %� 227-2600 N.T.S. THE BASIS OF BEARINGS IS THE CENTERLINE OF PALA ROAD I �7��0 ��• �v►ti � � T PER RECORD OF SURVEY BOOK 100, PAGE 28, IE N47'45'28"w WDID... � 9 33C330217 DATE °�' cA�.� � L D 1 0- (J 51 G RU; TWO WORKING DAYS BEFORE YOU DIG � CONSTRUCTION RECORD R V Y REVISIONS DATE ACC'D BENCHMARK 00 ■r�r oF�ss� Hall & Foreman, Inc. `�. Ito Drawing No. � SCALE a QRS oN` ■1�' . RECOMMENDED BY: � ��� DATE: L C I TY 0 F TE M E C U L A �� q �%' ` DEPARTMENT OF PUBLIC WORKS � K&FIep- ���rs zvo�• `�� �� RIVERSIDE COUNTY 600-62-69 1970 ��v p� rF Engineering �o CONTRACTOR � HORIZONTAL �� �� �/ � 00 y 43513 Ridge Park Drive Temecula, Ca. 92590 �/ o 0 � BRASS DISC SET 1 EAST OF CONCRETE POST MARKER y d N0. 21914 � .000 2 Phn. 951 876-8728 Fax. 931 699-0898 ACCEPTED BY: �`��' DATE: �L�� �� STAMPED 68 RESET, 2.9 MILES S.E. ALONG PALA ROAD AS SHOWN W EXP. 9-30-111 � GREG6UTLER PRECISE GRADING PLAN INSPECTOR / Z Q d! p Ii,QIJ/ISJ 7014WFROM POST OFFICE AT TEMECULA 29 N.E. OF THE a ,� PREPABYrN. * * �j-� � DIRECTOR OF PUBLIC WORKS/CITY ENGINEER � -6 ' S+/ N�L��•C ON� PAVED ROAD 5 N.W. OF TEL. POLE N0. 6295, C.W.T. 3 �RTICAL �4 .� ` 0 R.C.E. NO. 47109 REDWOOD II 7 Z y S.W. OF 36 CONCRETE STANDPIPE. ELEV. 1039.378 �F ����- p� ANTHONY J. TERICH DATE: .�'• • ..• _ �a DATE COMPLETED �� CA�'�� R.C.E. No. 21914 EXP. DATE 9-30-11 "t98�'�'� LOTS 1 6, TR. 32319 SHT. 1 OF �' Q a i f --------- SEE SHEET 3 0 •---� CONC. , T r �' 112 184.72 AGE fCH 164-93w .�► P`- r D A �` n S\D� FG .� 3,5 F.L•� NEW RET. WALL (SEPARAT.- PERMIT) VQ r • o � N 18-f- r. 25.93TW �P` 7.01 T. WALL SEPARATE FERMI ) / r� 5 uC� 1121.2° NEW RE 32.00TW� 2:1 • CD T 121 9 0 27.4OTI~ 2.1 25.7 S 23.93TW - 1 -- '� _ 2: H-�2�4' N - 05# � r T.5 D � �- ..- _ _ EWA . .- 27.79 2 1 2 .� TRANS. yV ALLFS T 5/° 3• - 22.5a 98 4.4 0 � ., . � Z �° i � --r � �.6 � � ,, rte• � � �- FS ° -- CL-16' 6 r.CL 00 X �C' / o t-- INSTALL -D_ , ,� 7 '` 9> `�, 6» CURB �% v 1 `ti L P/L A p .> > 0) 17.85 INSTALL 3 • w� r •• r X I T c� ,.r• RFENCE ey CURB w ry s 10 DRAIN ESM NT. E S NG Go �� o , �• CR°.Q CON F � r (114 �' DC] N C� C� �;., VC AREA ° , �, �.�' PROPOSED t DRAIN (TYP) T- Q 4 �. ,r..,. ,.....,. w Q 41�9 PVC WITH • 3 p, ■1■ K r` M CURB OUTLET J 46. ao PER CITY w ° • 1 R �► ��•5 �• 2 1 303 rYP D ` 0 A Li. l � � N `ti Q� � , Z (9 Z� -� _ 2 w r 4 I • • y is UV oo /� v n n 06 t!7 Q \\ -� o • `Z 35 h FL � � - r SECTION5-5 f^ ��• t�Ej' N .. � ... ��� �1y NOT TO SCALE toAAA A% '� J � D `x.10 0 .. < ... t © �n 111 a. 179.29 µw. `a FG 3.89 • �P �- 198.91 o9r '. f' C5 ,^ PERMIT ,.� • 1 NEW RET. WALL (SEPARATE ) y 17.55TW 17.55TW 11.Q .� o 11 � r �' CONSTRUCTION NOTES 4. T F'G o U �cA �"' - WALL .47 �, RET. L ` H�2 � � � � EXIST. (� ,' ' 2.1 ' 35 w �, g8 Q 16.73 .4 y 1128. �. ..,. _-- -��• �► TCONSTRUCT�� RESIDENTIAL DRIVEWAY PER COT STD. N0. 207 - ------ 5.45 4.8a L=1 0 % Fh 1 .._ 1 11.4 FS 15.38 0 - , 15r 2 179 FL--G 2`�.. p`N 17.35 t . w 1 o FS �, F ''1 15.°4 _�.�.�. �- o � INSTALL --� �. Z B - . y F 15.26 CURB 00 N FS . �, �. G',� � INSTALL -� �o� '� " CURB CA I. I 0 5.3 �� o 3» PVC WI TH `n 4 \1 j °�• CURB OUTLET 1 �p _ 11S• FS---GB (Q o 16• GFF_1 _, 15.80 �o PER CITY STD• F 13• � TYP o . FL-HP PVC A EA --�"`` NO. 303( ) F 1 DRAIN Y ) 5 T 2ro r4 y P 75.2 FS 9 i e _. 17 i .,.. ° t, t A f!► ,S l 1 �JJ) 14VVV 1 15.6 4 �, �\AA3 Q 18 F F S L o ' F 11� � F `} r-' 1 1 P\1D s V ESNINT•� 10 DRAINA01 00 .... A\N w• 1 � \ � 1a •17 ' �w i �0 DRAINAG ^ESM y ER f 32319, E 4 �'� � 18 . P R , a. J FS APER TRS MQ 391 .PAGE.. .._ ro �" 1 0 Q� Q P 14.38 N M8,'_.-391, A �0116. �. FL $1 M 1 , 4 o S ,\ . x .. ° r ` w 1Q2.0t .00r \� � F � 152 VQ • �y r ,� 15 S0.01 i` FL N �1 00.5 F �. ,�1 6.54 ]�1514 • (' ' /° • FL �, 226.59 -- 156.17 wow" 1 9 7.59 58.58' - 5 44.55 55. 1102.4 � -� _, o� � 52-48 1102•° . , 1 12-94 -� FG n 2: 1 N 00 a Q ► 00 20 0 20 40 scale 1» 20' feet Underground Service Alert 10p� o Call. TOLL FREE LD // -,-,0?4 GK 1 -800 LD1 1 - 01 4GR 227--2600 TWO WORKING DAYS BEFORE YOU DIG LD1 0- 051 GR CONSTRUCTION RECORD REV BY REVISIONS DATE ACC'D BENCHMARK � Drawing No. ®��s , Hall & Foreman, Inc.� o �r Ip . RECOMMENDED BY. �� 2, _ DATE. � SCALE o 4 � �. NqTYOF CHANGE LOCATION OF HOUSE ti r Engineering•Surveying•Planning,LandscapeArchitecture DEPARTMENT OF PUBLIC WORKS RIVERSIDE COUNTY 600--62-69 1970 � o g TEMECULA 3/7/11 ON LOT 5 AN AD AREA HORIZONTAL �� �. �� 2 43513 Rldge Park Drive Temecula, Co. 92590 D DED EA BRASS DISC SET 1 EAST OF CONCRETE POST MARKER / � -•• Phn. 951 676-6726 Fax. 931 699-0896 l� �- 4 Ivo. 21914 � ACCEPTED BY. .� DATE. � � � DRAINS AND CURB OUTLETS PER STAMPED 68 RESET, 2.9 MILES S.E. ALONG PALA ROAD �, FROM POST OFFICE AT T M A ' N.E. THE AS SHOWN w EXP. 9--30-�1 1 � PREPA BY: � GREG BUT ER , PRECISE GRADING PLAN CITY OF TEMECULA STD. N0. 301 OS 0 CE E ECUL 29 E 0 c > DIRECTOR OF PUBLIC WORKS CITY ENGINEER .•. .�. REDWOOD I i REVISE DRIVEWAYS ON LOTS 1, logh, PAVED ROAD 5 N.W. 0 TEL. POLE N0. 629 .W. � ��' R.C. . N . 47109 • VERTICAL '�� C!V 1 L Q ` E O • •• S.W. OF 36 CONCRETE STANDPIPE. ELEV. 1439.378 ANTHONY J TERICH DATE: . • LOTS 1 , 2, 5 AND 6 TR. 32319 5/5/11 2, 5 AND 6 TO DRAIN TO LOW p� �� •fi98�• • CAS- R.C.E. No. 21914 EXP. DATE 9-30-11 SH T. 2 OF 3 N. SIDE• INSTALL LOW SIDE CURB P/L PROPOSED P/L P/L P/L EXIST. 6' M IN. VARIES GROUN — --------- EXIST. PROPOSED EXISTING 6�—'� � 1 '-6" 3'-0" 1 '-6" GROUND PROPOSED 5' BENCH EXISTING5' EXISTING 2:1 SLOPEBENCH � 6 <z EXIST. DRAINAGE DITCH 6°�I...�. '�:.: . . � � `�' . 2' 2 RETAINING 2 (SEE DETAIL HEREON) - � '� • ` 3» 1 -6 WALL (EXIST.) �a "1 — TYPICAL SECTION — DRAINAGE DITCH SECTION "4-4" SECTION SECTION NOT TO SCALE 1 NOT TO SCALE NOT TO SCALE NOT TO SCALE0 U� _'j _<0 y PO EX 3O ho e `t �� 3 (1y�4TOP OF�-� EXIST. ATE E IST. SPLASH WRt POOL `` D .�. � ISI C01�1�r. WALL 00 °lR AREA r- Ile ,gyp .,, DRAIN (TYPI) "5 3" PVC DRAW v 0�` 4v� O � : y PIPE`'� `�' � (TYPI) 2 !n Zvi cv U (i T- I o Q cl. rn ap (0/ . � 00 � g o m � �?a �g"X16AREA .. L � 0 �T <01 <?�Qi �• T RET, WALL 84.7' �C� 7 I �� � � P I v� �,ti°� �� 1 t. - --'' °D � (43.5 TW) � �4 10' DRAIN ESMNT, P/L � t.,�"�`�' '� � ,� — 23.1►9 � �, (37.5 TF).$1 5� EXIST. 2 ' . EAlpRN��YP) 36 �-� o v's� " WALL - GROUND EXISTING OTC � pVC ARA � ►� PROPOSED Oil p 010 tJ C W N 2 F I� �' v ' CURB4C w-1 VA 0�U15.p., �.� o �N IV-: -' 21 '- � S6 � d' civ �� PER CITY S 59.0' �y$ � M N �� i o N N 4 No, 303(TYP� .-Q v, � RETAINING � � � ►� 2- CP °I� N ��' �� � ,� OD w � WALL (EXIST.) Q) Cl ff WF �,� �. �v h�� o „ �, �$6 0 < Q SECTION 2 2 U IQr� c� r' �,�`^� ~1 3� �� `ti`ti C,`' � � r a, �� 2�, $`L� � ,��j0, � N TO SCALE 1 2 r' Qy�,�O � � 'S S ��0�1 ,��Z 18.9' (43.5 TW) WALL 164.93) 4o18 � �� oc, 0? P P 37.5 TF) k9 100Y , ^• 1120.2 FG 184.7 g o � 42.0 TW YNE , Y (3r7.5 TF) , /EX, S,T. CONC.� IMMUNE J I Q,9A AGE DITCH � 11 3.5 F.L.) SEE SHEET 2 20 0 I 20 40 scale1» 20, feet r CONSTRUCTION NOTES Underground Service Alert 0 w ())CONSTRUCT RESIDENTIAL DRIVEWAY PER COT STD. N0. 207 � o Coli: TOLL FREE 1-e00 '', O LD11 - 014GR 227-2600 TWO WORKING DAYS 9EFORE YOU 0I0 LD1 0- 051 G CONSTRUCTION RECORD REV BY REVISIONS DATE ACC'D BENCHMARK SCALE QR���s��o IS pr Hall & Foreman, Inc. RECOMMENDED BY: o,Q(.���_ DATE: � Drawing No. � ADDED AREA DRAINS AND CURB RIVERSIDE COUNTY 600-82-69 1970 � o� rF � Engineering•Surveying•Planning•LandscapeArchitecture CITY OF TDEPARTMENT F PUBLIC WORKS 3/7/11 OUTLETS PER CIN OF TEMECULA 3 � HORIZONTAL ��,`� 43313 Ridge Park Drive Temecula, Co. 92890 �� 1 i BRASS DISC SET 1 EAST OF CONCRETE POST MARKER ti :01r y m anR. 981 878-8728 vox. 951 699-0898 ACCEPTED BY: L � � � DATE:��� �I STD. N0. 301 STAMPED 68 RESET, 2.9 MILES S.E. ALONG PALA ROAD AS SHOWN a EXP.•9 34 411 �, GRE TL ��/j'�� i��7'i,�- PRECISE GRADING P � AN FROM POST OFFICE AT TEMECULA 29 N.E. OF THE � � � PREP BY � o // DIRECTOR OF PUBLIC WORKS/CITY ENGINEER , , REDWOOD II � PAVED ROAD 5 N.W. OF TEL. POLE N0. 6295, C.W.T. 3 �'� ��r e�tlG 7 S.W. OF 36' CONCRETE STANDPIPE. ELEV. 1039.378 VERTICAL. 9��, �v�� oda' ANTHONY TERICH DATE: R.C.E. No. 47109 • s8�% •' •c LOTS 3 AND 4 — TR. 32 19 �F CA��� R.C.E. No. 21914 EXP. DATE 9-30-11 �� SHT. 3 OF 3 IN ....... S