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HomeMy WebLinkAboutTract Map 32437 Lot 9-28 & 31-36 Precise Grading a , t GENERAL NOTES: 41& k 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CURRENT EDITION OF THE IMPROVEMENT STANDARD DRAWINGS AND SUBSEQUENT AMENDMENTS. 15 15 cs 2. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND ENGINEER OF RECORD FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED,DURING CONSTRUCTION. 3. ANY CONSTRUCTION CHANGE MUST BE FIRST SUBMITTED TO THE CITY AS A REDLINE REVISION FOR REVIEW AND APPROVAL PRIOR TO '9p IMPLEMENTING THE CHANGE IN THE FIELD. �P 4. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A PUBLIC RIGHT-OF WAY. `J OP 5. A,PERMITTEE SHALL SCHEDULE A PRE-CONSTRUCTION MEETING TWO (2) WORK DAYS PRIOR TO BEGINNING CONSTRUCTION. 15 6. CITY ORDINANCE 94-25 STATES THAT NO PERSON SHALL ENGAGE IN OR CONDUCT CONSTRUCTION ACTIVITY, WHEN THE N. CONSTRUCTION SITE IS WITHIN ONE-QUARTER (1/4) OF A MILE OF AN OCCUPIED RESIDENCE, BETWEEN THE HOURS OF 6:30 P.M. OJ ECT �� AND 6:30 A.M., MONDAY THROUGH FRIDAY AND SHALL ONLY ENGAGE IN OR CONDUCT CONSTRUCTION ACTIVITY BETWEEN THE HOURS OF 7:00 A.M. AND 6:30P.M., ON SATURDAY. FURTHER NO CONSTRUCTION ACTIVITY SHALL BE UNDERTAKEN ON SUNDAY AND' HEET t1� NATIONALLY RECOGNIZED HOLIDAYS. 1 I 1 / 1z_u r' , r 1 r r , r ... �' , .- .t I r , r , r~ , I rS(, ��.. i �-�1 + t F 1 t t ,.� t fir? 52 53 1 t : � 65 SH ET ? 62 34/,,/ 4 7. THE ISSUANCE OF A PERMIT BY THE CITY DOES NOT IMPLY OR PROVIDE ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES '30 49 __L_____j��_ REGULATING THE PROVISIONS OF STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS THE PERMITEE IS -- -- _ P� ....� R RESPONSIBLE FOR OBTAINING THE APPROPRIATE CLEARANCES FROM THESE AGENCIES PRIOR )A GARRISON R I S 0 N DRIVE U M PLACE E 0 TO ANY SITE DISTURBANCE OR GRADING. A M E S B U R Y LANE LA N D R - g 8. EMERGENCY TELEPHONE NUMBERS ANSWERING MACHINE IS NOT ACCEPTABLE ' ` 4. �2 ; �� w51 44 ;� c, VICINITY MAP 67 8 10 11 LADIO KYTLICA RICHMOND AMERICAN HOMES (81 8) 266-2656 ,� � 2, 1 Z , >-' 6 < - 14 NOT TO SCALE (RESPONSIBLE PERSON/DEVELOPER) (COMPANY) (24 HR PHONE NUMBER) J �,. 45 r LADIO KYTLIA RICHMOND AMERICAN HOMES 818 266-2656 ,9 38 37 36 35 ' (RESPONSIBLE PERSON CONTRACTOR) (COMPANY) C24 HR PHONE NUMBER) ` 54 4..6 4 - ' 3 . _ U 17 w 9. THE PERMITTEE SHALL ABIDE BY THE REQUIREMENTS OUTLINED IN THE EROSION ANDS THROUGHOUT ► /1 � _. ._j ..l___► .r' 1 V) SEDIMENT CONTROL NOTES H OUGHOUT THE - W E N H A M WAY f F [2I w 60 ao-, 7 DURATION OF THE PROJECT, INCLUDING THE STATE NPDES PERMIT FOR CONSTRUCTION ACTIVITIES, IF APPLICABLE. ¢4 ..._ 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING OF THE PROPOSED WORK AREA, AND RELOCATION COSTS OF ALL EXISTING n_ 29 ,3 t UTILITIES. t E ; ? t >-- � J 2.? 26 �4 w 1 4-,3 t �� EARTHWORK QUANTITIES: .Q �' ® -- 39 �R� Q 1,300 YD CUT 0 YD FILL 68 24 1 r z ' 1 11. CONSTRUCTION FENCING: A SIX FOOT (6) CHAIN LINK FENCE IS REQUIRED ON ALE INDUSTRIAL AND COMMERCIAL PROJECTS UNTIL t --� !` M 1' 27 ; �1 ROOF SYSTEMS ARE COMPLETED OR AS DEEMED NECESSARY FOR PUBLIC SAFETY."THE MAINTENANCE FOR CONSTRUCTION FENCING 44 `�` --9 -- 1 _ ��� _. 9 AREA SUMMARY. T �� UNTIL ROOF SYSTEMS ARE COMPLETED IS THE-SOLE RESPONSIBILITY OF THE DEVELOPER/CONTRACTOR. ) z : �, �,_ � � GROSS ACREAGE = 4.64 AC 28 - VAI vERL.Y �AN� � ; --r� .� � �; DISTURBED ACREAGE = 4.64 AC < ... 12: IT SHALL BE THE RESPONSIBILITY. OF THE CONTRACTOR TO NOTIFY THE ENGINEER OF RECORD AND TO INSTALL STREET CENTERLINE W ; , W 4,5 `� t/7y> z - �2 �: 4 7MONNNYMNAMOM SHEET MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE NO. 491 (TRACT AND PARCEL MAPS ONLY). g2 ''` Norm 29 <t . p -- - ; 13. DUST SHALL BE CONTROLLED TO COMPLY WITH SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT'S (SCAQMD) RULE 403, INCLUDING -" E 21 4 EMERY D LVE ' E + 1 ..) >- t MER DR IVF APPROVED BY THE CITY ENGINEER. O z w , 14. 'A RESPONSE TO A REQUEST FOR OCCUPANCY SHALL BE PROVIDED NO LESS THAN THREE (3) BUSINESS DAYS FOR THE RECEIPT OF , � Z 20 �1 r� ; 1 22 23 n1. 7 26 27 THE OCCUPANCY RELEASE FORM. t< c_____ 1;.1 t -19 CY M t t 15. FOR ALL OTHER SPECIFIC REQUIREMENTS ON PAVING, GRADING OR EROSION AND SEDIMENT CONTROL NOTES PLEASE SEE SEPARATE 4 '-- E 'D J' /--�+ 1 -3- ..• + ? 17 11lJ 14 12 -5---%3z,2j t 3;/--- 1 1816. ,PROVIDE SURVEY CUTS SHEETS TO THE CITY ENGINEER OR HIS/HER REPRESENTATIVE UPON REQUEST. 1 f 28 _ �- _� f �'��' C L.S 49 GRADING NOTES: ' �,.� - CHARLESBURG DRIVE t' ' 4 �v T.C. TOP OF CURB 1001 -_.- EXIST. CONTOUR -- -- �- "` F L. FLOWLINE ELEV. 100--__ PROP. CONTOUR , 1. ALL GRADING, EROSION & SEDIMENT CONTROL RELATED ACTIVITIES SHALL CONFORM TO THE TITLE 18 OF THE TEMECULA MUNICIPAL CODE, -' , y..r. T.G. TOP OF GRATE -- PROPERTY LINE AND IF APPLICABLE, THE STATE WATER RESOURCES CONTROL BOARD (SWRCB) NPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES, 1 G, 6 7 8 t� �� � ` 5 G.B. GRADE BREAK � - -� - DAYLIGHT LINE -- '' 4 F G. FINISH GRADE _�.. SHEET FLOW RATE 2. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS INVESTIGATION BY LEIGHTON AND '" 2 R.G. ROUGH GRADE - - GRADED SWALE ASSOCIATES, INC. DATED JANUARY 17, 2002; AND PETRA GEOTECHNICAL, INC. DATED 03/22/2010. J;.J F S. FINISH SURFACE -��-- CENTERLINE . .. 7 CC�NTRIJIT' OIN NOTES �►1 QUANTITES: � °°�4. 3. ,MAXIMUM CUT AND FILL SLOPES SHALL" BE 2:1 AND SHALL COMPLY WITH RECOMMENDATIONS OF THE SOILS REPORT. �R, INV. INVERT OF DRAIN ' � _ SWALE HIGH POINT - E� 1 CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY STD. 207, WIDTH PER PLAN 29 EA. r �,�� C� P. PAD ELEVATION . . . FLOWLINE 4. STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE TENTHS (1.5) SHALL BE SUBMITTED TO THE LAND 52 �N _ C� F.F. FINISH FLOOR ELEV. SUBDRAIN DEVELOPMENT INSPECTOR BY A REGISTERED CIVIL ENGINEER, SOILS ENGINEER OR GEOLOGIST FOR CUT AND FILL SLOPES OVER THIRTY -- {��-- r t 1 Q G. GARAGE FINISH FLOOR ____ ___ AREA DRAIN FEET (30') IN VERTICAL HEIGHT. G...7 � "' `' 4 SAWCUT AND REMOVE EXISTING CURB AND GUTTER. CONSTRUCT 6'_' CURB AND GUTTER PER CITY STD. 200 109 L.F. _ - ��� Ll� � � B.V.C. BEGIN VERTICAL CURVE TOP OF SLOPE 5. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES TO CONVEY 100-YEAR STORM FLOWS OR PROVIDE GRADED BERMS, ALONG THE TOP + . E.V.C. END VERTICAL CURVE _ TOE OF SLOPE 1.4 �, H FET IN VERTICAL HEIGHT , OF ALL GRADED SLOPES OVER THREE E (3) E LOR THAT ARE ADJACENT TO GRADED AREAS TO DIRECT SURFACE n , �� .� 3 CONSTRUCT CURB CORE FOR 3 DRAIN PER CITY STD. 303 AND DETAIL ON SHEET 2 3 EA. . RUNOFF AWAY FROM THE TOP OF SLOPES. -- P.1. POINT OF INTERSECTION RETAINING WALL '+� E.P. EDGE OF PAVEMENT �, FIRE HYDRANT 6. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO APRE-CONSTRUCTION MEETING AND COMMENCEMENT - y 4: T.W. TOP OF WALL ELEV. f--Q STREET LIGHT OF ANY CONSTRUCTION GRADING ACTIVITY. � G -' � � INSTALL 3 PVC (SCH. 40) DRAIN PIPE 30 L.F. / INDEX MAP T.F. TOP OF FOOTING ELEV. SOUND OR SCREEN WALL 7. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION AT ALL TIMES. NO OBSTRUCTION OF FLOOD PLAINS OR'NATURAL WATER -'� T.R.W. TOP OF RET., WALL ELEV, E - -.� DEEPENED FOOTING COURSES SHALL BE PERMITTED. 5 SCALE 1" = 150' INSTALL 3" ADREA DRAIN PER DETAIL ON SHEET 2 3 EA. D.F. DEEPEN FOOTING ° °pF' WATER METER 8. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES ARE INSTALLED. PROTECTIVE MEASURES SHALL BE � L. LENGTH DEPTH OF REQ'D OVER EXCAVATION IMPLEMENTED TO PROTECT ADJOINING AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION N PONDING DURING 'GRADINGj8 DWY, DRIVEWAY 3' O.X. CATCH BASIN & LOCAL DEPRESSION o AND ©N NG WATER D REMOVE EXISTING CONCRETE OUTLET STRUCTURE 1 EA. N.T.S. NOT TO SCALE OPERATIONS. 59 6 P.U.E. PUBLIC UTILITY EASEMENT F-1 INDICATES CONCRETE STOOP 9. FELL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL AND STD. M803 3 JOIN EXISTING 24 RCP WITH CONCRETE COLLAR PER RCFCD D EA. OTHER DELETERIOUS MATERIAL. IF SLOPE RATIO EXCEEDS 5:1 AND IS GREATER THAN FIVE FEET (5'), THE TERRAIN MUST BE KEYED AND ! INDICATES ENHANCED ELEVATIONS %BENCHED INTO EITHER BEDROCK OR NATIVE SOIL WITH EIGHTY FIVE PERCENT (85%) WATER SATURATION. 60 '� SINGLE SYSTEM BACKWATER 10. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER, SOILS ENGINEER, OR GEOLOGIST WHO SHALL INSTALL 24" RCP 8 L.F. BW VALVE REQUIRED SUBMIT TO THE LAND DEVELOPMENT INSPECTOR TWO (2) SETS OF WRITTEN CERTIFICATION THAT ALL FILLS OVER ONE FOOT (1') IN DEPTH (FOR INFORMATIONAL PURPOSES ONLY) U HAVE BEEN PROPERLY PLACED. OCA CONSTRUCT M.H. NO. 1 (OMIT SHAFT) PER RCFCD STD. M.H. 251 1 EA. SPLIT SYSTEM BACKWATER 11. THE CONTRACTOR SHALL NOTIFY THE LAND DEVELOPMENT INSPECTION DIVISION (951-308--6395) AT LEAST 4$ HOURS IN ADVANCE � � t WS VALVE REQUIRED REQUESTING ROUGH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT (FDR INFORMATIONAL PURPOSES ONLY) CLEARANCE FOR EACH LOT. ENVIRONMENTAL NOTE: WILDLIFE SOILS ENGINEERS CERTIFICATE: STEP DOWN GARAGE AGENCY CLEARANCES FROM STATE OR FEDERAL LDL 12. PRIOR TO RELEASE OF A BUILDING PERMIT, A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT TO THE LAND THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE ANY AGENCIES REGULATING THE PROVISIONS OF THE CALIFORNIA OR NATIONAL ENDAGERED SPECIES ACT. DEVELOPMENT INSPECTOR TWO (2) SETS OF WRITTEN FINAL PAD ELEVATION CERTIFICATION TO INCLUDE A STATEMENT THAT THE PAD . A REGULATORY AGENCIES AND RA STATE & LOCAL EG OBTAINING THE APPROPRIATE N FROM ALL APPLICABLE FEDERAL,WITH THE APPROVE GRADING PLAN. CERTIFICATION DEVELOPER IS RESPONSIBLE FOR OB E CLEARA CES , ELEVATION IS IN CONFORMANCE D CA 0 SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION (, S{AMAK JAFROUDI A REGISTERED CIVIL ENGINEER OF THE STATE OF CALIFORNIA, N OF CUT/FILL SLOPES. DISTRICTS PRIOR TO ANY SITE DISTURBANCE OR GRADING. PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY VERIFY ! rn THAT A SAMPLING AND STUDY OF THE SOIL CONDIT}}ON PREVALENT WITHIN THIS SITE WAS 13. PRIOR TO RELEASE OF A BUILDING PERMIT, A REGISTERED SOILS/GEOTECHNICAL ENGINEER SHALL SUBMIT 'TO THE LAND DEVELOPMENT c�1 ONE COMPLETE COPY OF /^►p NOTICE TO CO TRACTORS. MADE BY ME OR UNDER MY DIRECTION ON 1'® s L072'USVJt o INSPECTOR TWO 2 SETS OF WRITTEN FINAL PAD COMPACTION CERTIFICATION TO INCLUDE A STATEMENT THAT THE GRADING HAS BEEN THIS STUDY WITH MY A -..� C ) THE GEOTECHNICAL ENGINEERING INVESTIGATION COMPILED FROM , DONE IN CONFORMANCE WITH THE RECOMMENDATION OF THE PRELIMINARY SOILS REPORT. THE EXISTENCE AND, LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. APPROVAL OF THIS PLAN BY THE CITY OF TEMECULA, EASTERN MUNICIPAL WATER DISTRICT OR RANCHO CALIFORNIA WATER DISTRICT DOES NOT . RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. c., I HALL INCLUDE BUT NOT BE LIMITED TO INSTALLING R 14. POST GRADING ACTIVITIES , WHERE E APPLICABLE GROUNDCOVER TREES SHRUBS OR UTILITY PIPE 0'R > CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR COMPLETENESS OR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND 0 LD12-066CR N F IN ACCORDANCE WITH THE TEMECULA MUNICIPAL CODE PRIOR T T INSPECTION. THESE GRADING PLANS HAVE BEEN REVIEWEQ BY ME, OR UNDER MY DIRECTION AND A COMBINATION THEREOF O HE APPROVAL OF FINAL SLOPES STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO PROTECT THE UTILITY LINES NOT OVER FOUR (4) FEET IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION ,SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER THE OF RECORD OR SHOWN ON THIS PLAN. CONFORM TO THE RECOMMENDATIONS MADE IN THE GEOTECHNICAL ENGINEERING INVESTIGATION U.P.C. MENTIONED ABOVE. z A LD12-o57GR BASIS OF BEARINGS: ,NOTE: pROEESS/o U • ARTIFACTS OR OTHER OBJECTS WHICH ' "IF AT ANY TIME DURING EXCAVATION CONSTRUCTION OF THE SITE, ARCHAEOLOGICAL CULTURAL RESOURCES, OR ANY ART FAC �� cz 4 F Service Alert H42023'52r �. Underground Se THE BASIS OF BEARINGS. ARE BASED ON THE CENTERLINE OF DEER HOLLOW WAY BEING N E � REASONABLY APPEARS TO BE EVIDENCE OF CULTURAL OR ARCHAEOLOGICAL RESOURCE ARE DISCOVERED, THE PROPERTY OWNER SHALL IMMEDIATELY ADVISE THE (ROTATED 0000'35' FROM THE RECORD BEARING OF N 42023'187E PER PM NO. 24387, PMB 164/ CITY OF SUCH AND THE CITY SHALL CAUSE ALL FURTHER EXCAVATION OR OTHER DISTURBANCE OF THE, AFFECTED AREA TO IMMEDIATELY CEASE. THE DIRECTOR SIGNED • Call: TOLL FREE 5-20.) OF PLANNING AT HIS/HER SOLE DISCRETION MAY REQUIRE THE PROPERTY OWNER TO DEPOSIT A SUM- OF MONEY IT DEEMS REASONABLY NECESSARY TO ALLOW `� NO. GEO02024 � g LEGAL DESCRIPTION: jAUTHORIZE AN INDEPEN I SPECIALIST TO INSPECT THE SITE AT NO COST TO THE CITY IN ORDER TO R.G. EXPIRATION 4 2 o. THE CITY TO CONSULT AND jOR DENT, FULLY QUALIFIED S � LD72 032GR R.G.E. N0. EXPIRATION DATE ca LOTS 9 THROUGH 28 INCLUSIVE 31 THROUGH 36 INCLUSIVE OF TRACT NO. 32437 IN'THE CITY OF HA O ICAL CULTURAL RESOURCE THE DIRECTOR OF z ASSESS THE SIGNIFICANCE OF THE FIND. UPON DETERMINING THAT THE DISCOVERY IS NOT AN ARC EOL G j � ��, � 14100 s�. Fp 1G TEMECULA COUNTY OF RIVERSID TAT OF IF R'NIA AS SH WN ON TH MAP RECORDED. IN BOOK H �'ECHN �' ca E, S E CAL 0 O E PLANNING SHALL NOTIFY THE PROPERTY OWNER OF SUCH DETERMINATION AND SHALL AUTHORIZE. RESUMPTION OF WORK. UPON DETERMINING THAT T E ' jZ .� o`� Q 393 PAGES 35 THROUGH 41 INCLUSIVE OF MAPS IN THE OFFICE OF THE COUNTY RECORDER OF OF CA�-�F � � DISCOVERY IS AN ARCHAEOLOGICAL/CULTURAL RESOURCE, THE DIRECTOR OF PLANNING SHALL NOTIFY THE PROPERTY OWNER THAT NO FURTHER EXCAVATION OR � LD11 f1(�7 .,R 2ArmE�E DATE RIVERSIDE COUNTY. DEVELOPMENT MAY TAKE PLACE UNTIL A MITIGATION PLAN OR OTHER CORRECTIVE MEASURES HAVE BEEN APPROVED BY THE PLANNING DIRECTOR." U e w r REFER TO TM32437 ROUGH GRADING PLANS, LD04-295GR TWO WORKING DAYS BEFORE YOU DIG PRBFAI M Pok PREPARED BY: FOR EROSION & SEDIMENT CONTROL PROVISIONS/COMPLIANCE. w COPY OF SAID PLANS AND SWPPP SHALL BE AVAILABLE ONSITE. HUNSAICER & ASS(JCIATE�S � z "CAUTION": Remember' that the USA Center RICI-MOND. I R V I - N E I N C O notifies only those utilities belonging to �. AMERICAN HOME S the center. .There could be other utilities 8/29/12 5171 California Avenue PLANNING ■ ENGINEERING ■ SURVEYING U present at the work site. The center willJC A6REV PLOTTING ON LOT 20, PROVIDED 24"' I*hlh� s�� ��� Three Hughes Irvine, CA 92618 ■ Phi(949)583.1010 FX:(949}583.0759 O Irvine, California 92617 WDID # 933C357834 LD10-011GR inform,you of whom they will notify. RCP EMERGENCY OVERFLOW CONNECTION (949) 467- 600 CONSTRUCTION RECORD DATE BY DATE ACC'D BENCH MARK DESIGNED BY DRAWN BY CHECKED BY Drawing No. a.SCALE �oFEss ioRECOMMENDED BY: DATE: ! J CIEY OF TEMECULA DEPARTMENT OF PUBLIC WORKS N 7/11/12 JC 5 REV. PLOTTING ON LOTS 14, 15, 19 & 26-2 3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN CONCRETE _ �a ��P D• p0 l� �- 6/25/12 JC 4 REV. PLOTTING ON LOTS 17 18 & 26-28 CURB STAMPED "RIVERSIDE COUNTY-BENCH MARK HORIZONTAL w��� �' �� Plans Prepared Under The Supervision Of ,N Contractor T-46-81 RESET 199r EASTERLY OF THE CENTERLINE �? `� v �A _ ttZ.�tc ACCEPTED BY: DATE: FREIE GRADING PLAN 6/4/12 JC MREV PLOTTING ON LOTS 9-13, 16, 31-33, �, m `� OF SR-79 AT THE SOUTHEASTERLY CORNER OF THE AS NOTED ,.,, N0. 4203$ Ins ector 35 & 36 BRIDGE OVER SANTA GERTRUDES CREEK; 4.5' NORTHERLY �+ Date: t44 G BU ER o p OF THE SOUTHERLY SIDE OF THE CONCRETE SIDEWALK. DIRECTO OF PUBLIC WORKS/CITY ENGINEER TRACE N0J. �E437 C) 4/23/12 JC 2 REV. PLOTTING ON LOT 34 �, �. PHILIP D. D WTY o VERTICAL qr c`'1VIL �` Date -Completed 12/20/1 JC 1 REV. PLOTTING ON LOT 9'' AND DRAINAGE ELEVATION: 1097.163 FQ`CAL R.R.C.E. No. 42038 R.C.E. No. 471.09 '%=9 LOOTS 928 & 336 '� 4 0 ISSUES ON LOTS 16, 17, 20 & 22 N/A SHEET OF DATE: Oct. 16, 2012 10:23:08 AM FILE: F:\0587\ neerin TR_32437 Grd_Production-Precise ShtOl .dw 3" GRATED CAP INLET ���_ _ ��- EROSION & SEDIMENT CONTROL NOTES. 1 2 BELOW �.33' 133. • PLACED { 0® SURFACE OF SIDEWALK 1. THESE NOTES ARE COMPREHENSIVE AND SHOULD BE APPLIED ACCORDING TO �\ SITE-SPECIFIC CONDITIONS. YEAR--ROUND POLLUTION PREVENTION MEASURES, ALSO KNOWN AS BEST MANAGEMENT PRACTICES (BMP'S), MUST BE INSTALLED PRIOR TO I y i car, EX. 2:1 SLOPE ANY FIELD ACTIVITIES. ADDITIONAL EROSION PREVENTION AND SEDIMENT CONTROLS y i ~y' H= am ► MUST BE INSTALLED AND MAINTAINED PRIOR TO AND THROUGHOUT EACH RAINY 24_ _ E_ SEASON. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE FOR EROSION AND 60 6 1 =--_E `� SEDIMENT CONTROLS THROUGHOUT THE DURATION OF THE PROJECT FOR ALL 62 1121.1 `` -�. '" CLEARING, DISKING, GRADING, EXCAVATING AND STOCKPILING ACTIVITIES, AND ON 34f,, ALL EXPOSED SLOPES AND INACTIVE PADS THROUGHOUT THE ENTIRE SITE. THE DEVELOPER/CONTRACTOR IS ALSO RESPONSIBLE FOR ANY DISCHARGES FROM �1%,O� SUBCONTRACTORS. „ i 3 o PVC E �y s~ 2. STORM WATER RUNOFF SHALL BE FILTERED PRIOR TO DISCHARGING FROM A SITE R 90 ELBOW OR TO PRIVATE OR PUBLIC STORM WATER, CONVEYANCE SYSTEM (NATURAL :: WATERCOURSES, STREETS, FLOW-LINES, INLETS, OUTLETS, ETC.). ALL 3 INLET DETAIL �1° NON-PERMITTED DISCHARGES ARE PROHIBITED FROM ENTERING ANY STORM WATER tl� `� 2% 1121. "� CONVEYANCE SYSTEM YEAR-ROUND. 5' 5' SIDEWALK TRACT 32437 2 / �`� 1�`1.1 i� 3. IF THE PROJECT WILL DISTURB, EXPOSE OR STOCKPILE ONE 1 ACRE OR MORE „ � SITE MUST BE COVERED UNDER THE STATE GENERAL CONSTRUCTION 3.5" 0 HOLE CORE 6 T INLET . ,�� \\� � � � OF SOIL, THE S TOP OF GRATE \� >> PERMIT. A WASTE DISCHARGE IDENTIFICATION (WDID) NUMBER SHALL BE PROVIDED DRILLED IN CURB PER PLAN TO THE CITY PRIOR TO ISSUANCE OF A GRADING PERMIT, AND A STORM WATER 2% / SET INVERT OF PIPE _ --- POLLUTION. PREVENTION PLAN (SWPPP) SHALL BE IMPLEMENTED THROUGHOUT THE DURATION OF THE PROJECT. THE SWPPP SHALL BE READILY AVAILABLE TO CITY 112 ABOVE FL. CUTTER �- --- AND STATE INSPECTORS AND UPDATED TO REFLECT CURRENT SITE CONDITIONS ". DURING CONSTRUCTION. THE CONSTRUCTION PERMIT CAN BE DOWNLOADED AT o WWW.WATERBOARD'S.CA.GOV/WATER_ISSUES/PROGRAMS/STORMWATER. THE SWPPP 3" PVC (SCH. 40) 5' '"�G' ' �'I '"~' ccf) TEMPLATE CAN BE DOWNLOADED AT WWW.CABMPHANDBOOKS.COM/CONSTRUCTION. � • i . `� CURB AND GUTTER 4. ADDITIONAL EROSION AND SEDIMENT CONTROL MATERIALS SHALBSTOCKPILED THIN N AREA DRAIN CURB OUTLET VARIOUS LOCATIONS THROUGHOUT THE SITE FOR IMMEDIATE IMPLEMENTATIONELEVATIO SEVEN (7) DAYS PRIOR TO ANY FORECASTED RAIN. THE DEVELOPER/CONTRACTOR N.T.S. SHALL MAKE AVAILABLE EQUIPMENT AND WORKERS FOR EMERGENCY WORK TO PROTECT THE SITE. 1) DRAINS SHALL BE 3 INCH DIA. P.V.C. PIPE (SCHEDULE 4D) OR RECTANGULAR 5. ��� 11 &5 ' ��' t�� ��`�� I 5. PERIMETER PROTECTION MUST BE INSTALLED PRIOR TO ANY CLEARING ACTIVITIES. CAST IRON BOX FOR 6 INCH CURB FACE AND 4 INCH DIA. P.V.C. PIPE GEARING SHALL BE LIMITED TO AREAS THAT WILL BE IMMEDIATELY GRADED OR (SCHEDULE 40) OR RECTANGULAR CAST IRON BOX FOR 8 /NCH CURB FACE. __-__- �' ~�� *, 4 •�'�2282 DISTURBED. A COMBINATION OF EROSION AND SEDIMENT CONTROLS SHALL BE IMPLEMENTED IN AREAS THAT HAVE BEEN CLEARED. ALL DISTURBED AREAS OF AN 2) THE CURB SHALL BE CORED FOR ALL DRAIN PIPES. 25FS ��'� INACTIVE SITE, AS DESCRIBED IN SUBARTICLE 6.3(B) OF THE GRADING MANUAL, �S, �10 '�'' ✓' 28'f SHALL ALSO BE PROTECTED. O ��\ �� �� 1119.07 >> o FS ° c © G,�s �� 6. ALL EROSION AND SEDIMENT CONTROLS SHALL BE INSPECTED, RESTORED, REPAIRED LOT NO. . 2 �' .'-�� �',r OR MODIFIED YEAR-ROUND THROUGHOUT THE SITE TO PROTECT PERIMETERS, `a O ° raj, moo, t ADJACENT PROPERTIES, ENVIRONMENTALLY SENSITIVE AREAS, AND ALL PRIVATE AND P L i L g , d �'� 111 .Q ►�4' •Q ,,� y PUBLIC STORM WATER CONVEYANCE SYSTEMS. IF ANY EROSION OR SEDIMENT 5 MIN. "`---- _ ,�'�`` �` �6 kg���'� �o� S � 00 CONTROLS FAIL DURING ANY RAIN EVENT, MORE EFFECTIVE ONES WILL BE 15' nP• (10' MIN•) F.L. TOP/TOE OF E REQUIRED IN THEIR PLACE. SLOPE SHOWN 3 MIN. 1 DRIi _ _ �P. ,� F F ON PLAN , �` �"Z ��' �`b -r1 Q�° C>'�cS � 7. EROSION CONTROLS SHALL INCLUDE, BUT ARE NOT LIMITED TO, APPLYING AND �1,- C ��. �6- w 5 MIN. ,� � � � ���I° { �,� ESTABLISHING VEGETATIVE COVER, ..WOOD MULCH, STAPLED OR PINNED BLANKETS z � Z � ? F.L. 3' MIN. Z `L , 4�61 as t (STRAW, COCONUT OR OTHER), PLASTIC SHEETING (MINIMUM 10-MIL), F.F. bt &Z �, x1 'J i POLYPROPYLENE MATS, SPRAY-ON CONTROLS TO ALL DISTURBED AREAS, OR OTHER PAD ELEV. J o 1 �% �,r? MEASURES APPROVED BY THE CITY ENGINEER. JUTE NETTING SHALL NOT BE USED m C,tP' �g �8 "' - ---- AS A STAND-ALONE EROSION CONTROL, FOR SLOPES GREATER THAN 4:1 PROVIDE 2MIN• m FIBER ROLLS AND EITHER A BONDED FIBER MATRIX .PRODUCT APPLIED TO A RATE A B .° . --"MI *2:1 MAX.* ...�,,,,,,� w �� OF 3500 LB/ACRE OR A STABILIZED FIBER MATRIX PRODUCT APPLIED TO A RATE PAD 00 \ 8 MfN. 8"MIN. `� -67.5-2 foam 100. 17 OF 10 GAL/ACRE. THE CITY MAY APPROVE DIFFERENT APPLICATION RATES FOR ��' �� �'� " r; -6735 .5 - 1118.62 _� __ -- -�� _ d- 8 MIN. �A- oo PAD .....__ ....,._......� .. ..-�-- y 2%Min-20%MA~� TC -� SLOPES LESS THAN 4:1. G.F.F ELEV. B.S.L. \� -ELEV. 1118.5 0 , 1% MIN rn � 8. SEDIMENT CONTROLS SHALL INCLUDE, BUT ARE NOT LIMITED TO, DESILTING BASINS, z y 1 T � L===L GRADED BERMS, FIBER ROLLS, SILT FENCES, GRAVEL BAG CHEVRONS (FILLED WITH a tK o� a) to * EXCEPT BERMS LESS THAN 1' HIGH o - MINIMUM 3/4 GRAVEL) CHECK DAMS DRAINAGE INLET PROTECTION ETC. FIBER 0 N Q 1% MIN `Y'- ROLLS SHALL BE INSTALLED IN 15 FOOT (15') INCREMENTS MEASURED ALONG ON.7 n �y44-k � MAY BE CONSTRUCTED AT 1 1/2 TO 1 "`'' °'� '_ THE FACE OF THE SLOPE. SILT FENCE SHALL BE INSTALLED ALONG INTERIOR " s' _..._.-►... -... } ©�: ty CN 2% i ,_,_, STREETS AND COMBINED WITH GRAVEL-BAG OR SILT FENCE CHEVRONS INSIDE THE a SECTION A A J 1 1 r- T ©- t26 SIDEWALK RIGHT-OF-WAY OR BACK OF CURBS. a CU FACES a SIDEWALK c Z , SECTION TO BE USED WHEN PAD y lg 50 �,,, r-. MIN I o ,�o �� �� -` �, �. DIRECTION,,,C,• DIFFERENCE IS GREATER THAN 1.0' I , �:;Iv 000 'IM 10 i �~ 9. ALL ONSITE AND OFFSITE FLOW LINES (V-DITCHES, BROW-DITCHES, TERRACE '� of FLOW m �'- 1(} Y �, d-- �`�"` N ' W DRAINS, RIBBON GUTTERS, CURB GUTTERS, ETC.) STORM WATER CONVEYANCE `�--' c) CN �--''-� 9 ��' �a �"` . � SYSTEMS, CHECK DAMS, CHEVRONS, SILT FENCES AND DESILTING BASINS SHALL BE TYPICAL LOT FINISH GRADING __ _ __ o - �I w FREE OF SEDIMENT, , t... OF 16 DWY - - `' p I N"} _ �- y CONSTRUCTION MATERIALS WASTE MISCELLANEOUS DEBRIS co �,011AND DETERIORATED EROSION AND SEDIMENT CONTROLS YEAR-ROUND. N.T.S. P.L. 5' MIN. 5' MIN. I 2%� � � I �� ` { �� � C� STA. 17+24.03 � 9.7% Nom,'cm.7 I rn 1-�"� , I �. �� __ 10. CONSTRUCTION WASTE AND MISCELLANEOUS DEBRIS SHALL BE PLACED IN MIN s 2%_ �I-- __ Q '� of 15.3' DWY N I �--�, -d- t MIN ► 2 1 O o j- cicj ci WATER-TIGHT BINS. WIRE MESH RECEPTACLES WILL NOT BE ALLOWED. WASH-OUT F.L. F.L. , N _` r-- I ,.r� � c� I,i. 1 3 MIN. 28 I V•„ 9.7% N I @ STA. 17+83 8.9% I N y 1. SWALES TO BE CUT IN AT 1% MIN. 3 MIN. �- .�,..- STATIONS SHALL BE PROVIDED FOR CONCRETE, PAINTS, STUCCO, AND OTHER LIQUID w w • '� `b -■ t� c� AT ROUGH GRADE AND PRIOR TO Z z 10' I �, II `� 2'�. �'��' cxj'~-- .. 3.1q "- WASTE SHALL BE LINED WITH PLASTIC AND LOCATED AWAY FROM STREETS, BUILDING CONSTRUCTION. -' EXTRA DEPTH 6$611 =, � _-- �m 21.3 `� �� ��`� 2 1��� .. ...., � SIDEWALKS, RIGHT-OF-WAYS AND FLOW-LINES, ETC. PRIOR TO ANY FORECASTED OF FOOTING TO C -- -- RAIN, BINS AND WASH-OUTS SHALL BE COVERED WITH A LlD OR PLASTIC TARP. 2: A PAVED DRAINAGE SWALE o BE DIMENSIONED o �- �-�, o 10.3% '� �5 -- 112.30 ..__- ... Lj_ (Xi � 5% � '`\ ,w-> CATCH BASIN & PIPE , OR OTHER m ON PLANS ( 1.0' OR m `� o UJ 11. CONSTRUCTION ACCESS POINTS SHALL BE STABILIZED WITH A COMBINATION OF SIMILAR DRAINAGE DEVICE IS I LESS �'� D�FO I REQUIRED WHEN A STOOP i ,�.. _ _... y 1 ��, _ .`G c� r. :�-LC d nco . o o; _2 ,,_ ROCK AND SHAKER PLATES YEAR-ROUND TO PREVENT TRACK-OUT. INTERIOR FIREPLACE OR PORTION OF PAD 0D' °. ; ® 8'MIN. 90.00 e_._ __ -- '� 9.1% cy 1 _-- -- -------I c� '� ' oca N<" r-_, MIN z � ACCESS POINTS ALL PROPOSED DRIVEWAYS MATERIAL STORAGE AND STAGING AREA THE BUILDING EXTENDS WITHIN ELEV. \ 8"MIN. ao 236 . 1,��4' �'` _ F 22.6 �-- r-, "' L� ' *2:1 MAX.* PAD 7 G `� ENTRANCES EXITS ETC. SHALL ALSO BE PROTECTED WITH ROCK TO PREVENT MINIMUM ESTABLISHED DRAINAGE /"' 1% MIN - .,.� '� � 0� `� �, �-- o / ) SETBACKS. ° .i,,� 6 MIN. t iELEV. Q � ` II I ( 6 s; W y TRACK--OUT ONTO INTERIOR STREETS. ROUTINE STREET SWEEPING SHALL BE `� o _ of 16.8' owY t�. N �- �- f -^-� C14LO CD i��,; 'c� 9.4% 1�.. I .-o_ 0 y 90.80 PERFORMED ON ALL PAVED STREETS WHERE TRACKING IS OBSERVED. VACUUM 2%MIN. • 1 c-� r- 3. SEE STD. PLAN 207 FOR a, �' oo � civ- 8.2% ® STA. 18+04.04 1 --____�.- C) 35'f cn � `--- SWEEPERS SHALL BE USED WHEN STREET SWEEPING BECOMES INEFFECTIVE. 2:1 MAX. y -_ r t. N DRIVEWAY APPROACHES. 2%Min 20%MAX. W�•- ' � ro N o CONTROLLED STREET WASHING WILL ONLY BE ALLOWED PRIOR TO THE APPLICATION ° N 28 -- 23:3 �. �G' ��• '� i' Z �... 12 N OF ASPHALT SEAL COATS, AND ONLY WHEN ALL PERTINENT DRAINAGE INLETS ARE .. - � �, �` 8.9% '`� y �� � ( r--. P' � �M N ,� � PROTECTED. R/W * EXCEPT BERMS LESS THAN 1' HIGH Cl IN N ' ----- c� I «CD i`,. 1I �{ EE W � (� � � OF 17.1 DWY MAY BE CONSTRUCTED AT 1 1/2 TO 1 1 �- Q. "�"' C6 28'± 12. DESILTING BASINS SHALL BE SIZED ACCORDING TO THE STATE GENERAL X (� � , � STA. 18+:14.20 E 15 �i � �,_,_ � � _ co °l �-- �,,,, 1 � CONSTRUCTION PERMIT (3600 CUBIC FEET OF STORAGE PER ACRE OF DISTURBED 06 h SECTION B B y r• 20' '�-, ,"" t-.. 11' i I -- SITE), EVEN IF THE SITE DOES NOT REQUIRE COVERAGE UNDER THIS PERMIT. 1 4"P I �5- M (I y^ ___ -- WATER SHALL BE FILTERED AND DRAINED FROM BASINS WITHIN 72 HOURS. / ER 1 SECTION TO BE USED WHEN PAD DIFFERENCE """ ,3-,- IS LESS THAN OR EQUAL TO 1.0' C6 0 11 r- J I I c11� o° t 56 . 1% MIN __ 13. STORM WATER RUNOFF SHALL NOT BE DIRECTED OVER ANY SLOPES WITHOUT h °a 28' _ -'° '� ' PERMANENT DOWN DRAINS INSTALLED. EROSION AND SEDIMENT CONTROLS ARE I �- 281 ,� 31 i y REQUIRED ON ALL EXPOSED SLOPES UNTIL SUFFICIENT PERMANENT LANDSCAPING 10 114.05 __ Q \\ 10 -_ -- --- -- __ HAS BEEN, ESTABLISHED. 100%%% SLOPE PROTECTION MUST BE IN PLACE PRIOR h X P.L. � 1% MIN TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. .. �'� i FIG. NO. 2. UP TO 5 2 O y --- - _ -"' MORE THAN 5 h/2(MAX 5#) 14. MATERIAL STORAGE AND STAGING AREAS SHALL BE ESTABLISHED. FUEL TANKS, NOTE: 3:1 SLOPE PERMITTED TO BEGIN AT R/W F.L. y W cv �G PORTABLE TOILETS, LIQUIDS, GELS AND POWDERS SHALL BE STORED AWAY FROM 15 TYP. z C) ALL PRIVATE / PUBLIC STORM WATER CONVEYANCE SYSTEMS, SIDEWALKS, 10' MIN. -' ry 90 ��' RIGHT-OF-WAYS AND FLOW-LINES AND SHALL HAVE SECONDARY CONTAINMENT. 1. SECTION "A-A" APPLIES WHEN THE SEE NOTE #4 0 -- -- ,�1• INACTIVE STOCKPILES OF SOIL SHALL BE COVERED 'AT ALL TIMES. ACTIVE DIFFERENCE IN PAD ELEVATIONS �•� AT LEFT Cj STOCKPILES SHALL BE COVERED PRIOR TO A FORECASTED RAIN. EXCEEDS 1.0 . pR 2. SECTION "B-B" APPLIES WHEN THE EXISTING RESIDENCES15. ALL PORTABLE MIXERS SHALL HAVE PLASTIC LINERS UNDERNEATH WITH DIFFERENCE IN PAD ELEVATIONS IS '�`"� � 59 MAX tC ' t GRAVEL-BAGS PLACED ON THE DOWN-HILL SIDE OF THE LINERS TO CONTAIN 1.o OR LESS, & THE EXTRA DEPTH L -- N 8 MIN. PAD Underground Service Alert - DISCHARGES. OF FOOTING IS SHOWN ON THE0 �ELEV. FREE ., GRADING & STRUCTURAL PLANS. OftP ' Z Call: TOLL I" R E E ... 16. �M.POUNDED WATER SHALL BE SECURED FROM THE PUBLIC. SIGNAGE INDICATING 2� •�'' - 3. IN NO CASE SHALL THE SWALE PONDED WATER-D0 'NOT ENTER' SHALL BE POSTED. TOP OR TOE OF 4%MINN20%MAX for 3 �.. � FLOWLINE BE LOWER THAN THE SLOPE SHOWN ON PLAN then 2%Min�20%MAX. ..�. y Z BOTTOM OF FOOTING WHITHIN ` 1800 � y � 17. NO OBSTRUCTIONS, OTHER THAN BMP'S, SHALL BE ALLOWED WITHIN ANY STORM ' 5 FROM. BLDG. LINE. - �'`� y ` WATER CONVEYANCE SYSTEM, UNLESS ALTERNATIVE DRAINAGE FACILITIES HAVE BEEN "C C�� Q i 4. PROVIDE 5 WIDE BY 1 HIGH BERM SECTION o '�, �_ APPROVED BY THE CITY ENGINEER. - /^►p � OR EQUIVALENT ALONG THE TOP OF LD12 048G� �o TYPICAL REARYARD GRADING LLJ ��� ��� ALL FILL SLOPES OVER 5 HIGH. 20 10 0 20 60 W TWO WORKING DAYS BEFORE YOU DIG �;. CONSTRUCTION, NOTES: 2 c> LD12 032GR INDICATES SIDE OF THE FLOOR PLANI % CL �G THAT REQUIRES ARCHITECTURAL ENHANCEMENTS 1 CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY STD. 207, WIDTH PER PLAN „ , � "CAUTION": Remember that the USA Center GRAPHIC SCALE 1 =2O notifies only those utilities belonging to { SAWCUT AND REMOVE EXISTING CURB AND GUTTER. I= the center. There could be other utilities present at the work site. The center will CONSTRUCT 6" CURB AND GUTTER PER CITY STD. 200 WDID fQ �/inform you of whom they will notify. # 933435783? LD10-011GR o CONSTRUCTION RECORD DATE BY DATE ACC'D BENCH MARK DESIGNED BY DRAWN BY CHECKED BY Drawing No. Q` SCALE QR0j.ESS/0 RECOMMENDED BY: DATE: CITY 0 TEMECULA DEPARTMENT OF PUBLIC WORKS 3 1/2 DIAMETER ALUMINUM DISK, FLUSH IN CONCRETE ��"11) D. 'D/Contractor CURB STAMPED "RIVERSIDE COUNTY BENCH MARK HORIZONTAL ��'Q� �,c '� Plans Prepared Under The Supervision Of `v T-46-81 RESET 1997' EASTERLY OF THE CENTERLINE Z ACCEPTED BY: DATE: f� PRECISE GRA010j"ING PLAN. co OF SR-79 AT THE SOUTHEASTERLY CORNER OF THE AS NOTED w NO. 42038 m EG BU ER BRIDGE OVER SANTA GERTRUDES CREEK; 4.5' NORTHERLY C a• t\ Inspector Date: '.�� o 6/4/12 JC 3 REV. PLOTTING ON LOTS 9-13 16 31--33 OF THE SOUTHERLY SIDE OF THE CONCRETE SIDEWALK. �, HILIP D. DOWTY DIRECTOR OF PUBLIC WORKS/CITY ENGINEER TRACT NO. 32437 Q1 VERTICAL ,� .� Date Completed 35 & 36 ELEVATION: 1097.163' gr�,oclV�''Fo`�� 47109 o,�; s1�989 d LOTS 3 -36 t�. o N/A F CAI. R.C.E. No. 42038 R.C. No. r�.w /23/12 JC RFV. PLOTTING ON LOT 34 SHEET OF DATE: ,Aug. 07, 2012 08:06:26 AM FILE: F:\0587\Engineering\TR_32437\Grd_Production_Precise\Sht02.dwg I _ EXIST. EMERGENCY VERLFOW ww r coma ZL 4 wwwri� .w r�■r rw. wwsww wr I PIPE PER TR 32626 �o ' 117.76' - �`� ' 62.32 EX, 2:1 SLOPE 70.34' „� _�_ ~� -69.36'a�-� -�--- --- -�--- 1127 9__...1 77 EX. 2:1 SLOPE ,�`4c�' EX. 2:1 SLOPE _ - N +i 1127.6 1'`-127.97 V o 85.60 FG INV.`1123.77 ,_ �•. .. +! - i 7.1 0 ► -----;• 1�,. 127-�-6 1127.3 ® r• FG FG b +� 1127.6 JOIN EXIST. 24 RCP ? - _ _ _ _ 6� N �,... 1 112,._,._ FG c�� FG N N � �, H P III STA. 8+56.33 ..� Q 1.1 6.7 FG .�...�-- �...J �I HP .. .---.. 1% MIN c� �y ...._... I I I (PER TR 23626) i �o`° �Gr 3 Z °g N � FG r'' 1% MIN 1126.7 N ~.�- 1% MIN - - _ I 2 4 1 os �� - --' N ; HP .o, a _ o N I INSTALL 8 L.F. - 4 �1° a iblo N a N I N I e 24" RCP cc lLl s CONST. M.H: NO. 1 I ,.�-�`" � � �; � X25.9 �' 1 6.3 � i • � I 1127.0 1127.•4 .> 1 .>� 1 1126.3 112 : ! 1126.9 1126.9 i -0 Fl ° FL FL FL FL FL ( ) -s . FL I OMIT SHAFT PER R.C.F.C.D. STD. MH 251 9 8 112r°FG t'� �2�g 2-C 5' p aI : �-} p ' 25, WOLINT. 8+45 (PER TR 32626) _ "�_"A!� '� s`: G L� INV. ELEV. c INT. = 1115.93 P=1-127. 1 1127.6 27.E __ o .� 1 3 ! �� D. . f� ( o _..i 1 4 i FF=1 12 7.8 �-� =1 128.3 ► , FF- , 8.6 I Q X25 6} F 10.0 , I I o -\ FL �� _ 1 J L----- -------� ! = II .000L 20' STORM DRAIN EASEMENT TO CITY OF TEMECULA 14'± I i EXIST. 24 STORM DRAIN I 40 �� 1 ! 1126.3 1126.4 I 1126.8 , PER SD IMP PLAN, LD07-041 CO 1125.7 FL GB FL GB + ! +' �. 5 1 I FL GB -1 1 27.8 ++ I FL GB i I REMOVE EXISTING CB �. f fp 1�2 �, .9 FF , i 471f ��' F� �i ��` G 26 1125.6 1126.3 =7128. 1 e TYPE IX INLET `� '� `1 F .'� L GB =1 1 27. GFF e F 0.3 FL GB INSTALL SECTION OF 24 RCP Q / �' �` ,► os ---� cv a �' +~c, ° �' &` _ a; Co �°. TO REPLACE GAP. JOIN EXIST. Gft F� ° 1 �' °' ' `�' ENDS OF RCP WITH CO C. COL f • �� F4/ Q• '�,� ',r �, /r 1125.05 TG - D.F. csi �"? + � ' o "�V_ N5� 1126.12 TG c� f .d-ca G o °� �� 3 s �5' 18.04'1124.471NV 7.95 V 1125.541NV r" ` 1 7 �U... 2% 6' - �� 42• `L�b. o, -- 31.96' 12. 7' 20. 16 _ __ 56.61 -- - , 1 _ �� 4.9,3 ° ,____-- tx`•1 11 5--_ �© tx�` - h �R' � 5 �°c �� ' INDICATES SIDE OF THE FLOOR PLAN r' 1 ti h• -CD - .0 215.5 o ►�`ti '� N�, ,�, � � ; ;'\'`F`' a 4 �'�� p; ��� ;, THAT REQUIRES ARCHITECTURAL ENHANCEMENTS 1t 1245 �� F � ® 4 �� cn o o .. 1 i '>> F$. /�'sr co°' w ,�Qj tK `l2 0� " 2 �� 2'`l' © G �O n. N Oma? 2 , �.c� �• I _� �o `� a � � 9 I >> ,�,, o,�,' `S, , I �`L �`l,°` �`l,°` ,��`1' �`l,°`' `� + � °� rod ��, �- c, �c, IA e 1124.49 �'�, 9d, 9 �v ca a•"� '� �, �. �G ^ ��, '� 1k F + ,� N e ,cry �/ 1� �L,r' xr�Q,ry� " *: o o a �y ± c� Q - .. O OA DRUMe At O q 1% MIN ^y 1\� , PL 2 s� __ o St' z -m N F 4.13 �►CP N 0 cfl 10.3% TC , 6.4' � N 1123 z 2% 1 / r: FL I � � C� �i �. 1 .• 28.5' � ` - - - f � =---• _ MIN � of 16 - -- 42.52'1.1% _--- ��,22.50 �, T 70.00' 3 I I------- = = 1 2 ® STA �0+27 Y 1 .80.54' oo /' 0:7' 0.o's 9 �, `a' `" 6 �o D .� g °� - 'v? 1. CONTRACTOR TO VERIFY JOIN POINTS PRIOR TO CONSTRUCTION & NOTIFY ENGINEER OF 1123.49 00 _ - ° ,� �S6 _ ANY DISCREPANCIES. 12 © . 4r �, FL ,�`�,. o � 112 6.4 o I I N N -- ! 11 �n l , 239 , N I F 2. EXISTING OVERFLOW DRAINAGE CHANNEL TO FILLED WITH COMPACTED SOIL, AND �- LL_ # >. �'C p, 1% MIN ''� 1 1 Q Vol s: p 3= i 1127.0 ,/ EXISTING GROUND TO BE PREPARED TO RECEIVE FILL IN ACCORDANCE WITH r- ! I I "� � D FL GB 6 RECOMMENDATION BY SOILS ENGINEER. COMPACTION CERTIFICATION TO BE PROVIDED BY 20' _ rnLL] 3,t co GFF=1 128. SOILS ENGINEER. N,� �► ! 'nm I `�' I� _ 1126.7 .-cr ' SCC 3 •�t M I � _.-_ � � 1 GFF 1127.8 6 12= <- •d- °° �" 'tom ' O N t.C) N I i 1 FL GB 1% MIN .-- cXj co i .-- N 1126.5 I _. 1123• �'��' "� I uj�-`� i • �fl .-1� =z ; I FL GB i TR BDRY .. - I -_ 112FG "'- �, S=O.a 80 3 G �° 1 ( L6 N 2% ~ i 1 -- ' 2 ►d-: N C� I :z 1 4, I 2kAIN 1% MIS --... �`� 11 ' ,� " = 1 �..,.. �-. ,-_-' _"A FL I N 2 .17 0 t g FL 1 �� �n :r- 5 �7�1� ---1 i!"=! t 2U.010' z 5 t 20 DRAINAGE F N cn `.`...� - OF 17.2' WY I N " '- �- I EASEMENT ? N 4 • 1 tk , I �... NSI X ! P-- 127 6 I o.o' z I F�F=1128. 7 �, i 8.6% _ , 1 - I MIN ------"' 'n N �,- ` `� �-, C� STA. 10+7226 'S ,�� 7.1% ,�,. �, 10 z N 14' I D. I 12' ''- N 04 123.FL `� �, �, N_ '` .m__ N FF=1 128.3 I i :�. I 1127.5 M I 1 I « �©- / h 126.9 m ` 4 ,Nnz 8.2% ^:1, �' FL ^a• II- tem 2% II.Vj 40 F ,r;� r- � 1126.9 1 i FL -----•. `L �- �t ca „. cam N ooC. O FL L e FINISH GRADE OF 17. D 1 N N �- Iq ca - ori U_ 6-41 (�j ' I N - 1127.1 N 2• ? STA. 1 +70. 5 �'� N rn _ N I N -' - - r. r.., I 2 'S "� N /_fq9H,,, i I ,t,,,• c.,, N w ��`L 2.4� © .� ... ,,,1% MIN i cn N : �., .�L .. 1% M i N® %% ~° ,��,� .��\i. /� /� g'± _.__r _ _ - __ w 3' 211 7.3 +� �f `' 11 3.46 GB �� 1125.0 _- o HP -t-i �°0 1127.7 ' / - _, li '� T. BC ,5`? FG _ 1% MLN T 04.62 r� o ... . _ ,,, P - -- -- 1--------� Q, �- ° �-- ��1, N + 2 �`' I x cr' % MIN "'i - EXIST. GROUND ice. I r- � N n 20Q- o�,�f `L ! �� .. 2% N 1127.6 1 1127.6 a' 1128.0 `� o> 10' � 28 G _.. - ..._�__ Dc Com off: --- _ F-28.0 e EXIST. 24 RCP 1 0, ca 4 � _ 65.00 FG 70.00' ��. 00 "` +� `l. 123 `l: 0 8.6% a o o N MIN' 1124.8 � w f `�`� � RI�,j 2 `1 � � 1'n �� .--� 12} _ / 'y � s� � FL N �, �. :: ��, ti N �; + ,,� , I S E C T I O N D D - 16 2 EXIS W (NAGE HANNEL - - 'MIN o 1 of 4' D ...--• �� '� I �j Cfl 1 I TING OVERFLO DRA C o 1 - i CN 2a' [ I LOT 20 0 ! 90.80' i @ STA. 1+10. 7 �, Cy Ui 27 Q0 IN Q) ------- QL V-11 S=O 08 Ln CN aU Qo 1.% MIN � 8 N I 0 N i I ,�, ' -_ � __ 104.58' P 2 _.., -- _- 1 N ��`�' of 16.2' owY 1 -- -- Li 'r"` t-- =-� STA. 11+0.88 i N MIN OL Ui 04 15' _ ri CD� 3�0l-A Ln �� 4 1� LD12,075GR Underground Service Alert _ 4 � 2gl° CONSTRUCTION 1'E EXISTING 1 a � LD12w066GR TOLL,LLFREE -�" �" I 1 CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY STD. 207, WIDTH PER PLAN �►• Calk �- °.:MI mow• QCL - -- 2 SAWCUT AND REMOVE EXISTING CURB AND GUTTER. G 44 LD12 057GR ca 92-78-- � ��� CONSTRUCT 6 CURB AND GUTTER PER CITY STD. 200 Z 1 Roo D 283 CONSTRUCT CURB GORE FOR 3 DRAIN PER CITY-STD. 303 AND DETAIL ON SHEET 2 .� 106000 1 „ Al LD11.007GR = 2_27�2600 INSTALL 3 PVC (SCH. 40) DRAIN PIPE o 1 5 „ L P E 20 10 0 20 60 v 6 REMOVE EXISTING CONCRETE OUTLET STRUCTURE W TWO WORKING DAYS BEFORE YOU DIG 6 3a, � 1 7 JOIN EXISTING 24" RCP WITH CONCRETE COLLAR PER RCFCD STD. M803 © .� "CAUTION": Remember that the USA Center y �j0 �� GRAPHIC SCALE 1 "=2Q' p notifies only those utilities belonging to ....---��' " the center. There could be other utilities 1 ZO ,,-- '"�� C&J INSTALL 24 RCP v present o the work site. The center will 1 ( WDID 9330357834 LD10 011CR ~� -- � 9 CONSTRUCT M.H. NO. 1 OMiT SHAFT' PER RCFCD STD. M.H. 251 - o Inform you of whom they will notice""• .. ---- 110 CONSTRUCTION RECORD DATE BY DATE ACC'D BENCH MARK DESIGNED BY DRAWN BY CHECKED BY OF Drawing No." SCALE goFEss/aRECOMMENDED BY: DATE: CITY TEMECULA DEPARTMENT Of PUBLIC WORKS 3 1/2 DIAMETER ALUMINUM DISK, FLUSH IN CONCRETE -��p D.CURB STAMPED RIVERSIDE COUNTY BENCH MARK 4r4 ` 2 N Contractor 8/29/12 JC 6 REV. PLOTTING ON LOT 20, PROVIDED 24" /� tW HORIZONTAL �. Q� � � Plans Prepared Under Th Supervision Of � T-46-81 RESET 1997" EASTERLY OF THE CENTERLINE y }� �A Ar5 S 11AT 4 t RCP EMERGENCY OVERFLOW CONNECTION _ CORNER OF THE m -- ACCEPTED BY. DATE. PRECISE GRADING PLAN cn OF SR 79 AT THE SOUTHEASTERLY C R AS NOTED w NO. 42038 ,,, GRE BUTL Inspector 7/11/12 JC REV. PLOTTING ON LOTS 14, 15, 19 & 20-2 BRIDGE OVER SANTA GERTRUDES CREEK; 4.5' NORTHERLY Daae: tC? rl o P OF THE SOUTHERLY SIDE OF THE CONCRETE SIDEWALK. DIRECTOR OF PUBLIC WORKS jCITY ENGINEER '," ��T ��� 32437 6/25/12 JC 4 REV. PLOTTING ON LOTS 17, 18 & 26-28 s PHILIP D. D OWTY � VERTICAL � � •::........ . Date Completed 12/20/1 JC 1 DDRESSED DRAINAGE ISSUES ON LOTS ELEVATION: 1097.163° 9TF c/vi��a`� 47109 x LOTS s & 18"'2' 6 20 & 22 N/A °F CALL R.C.E. No. 42038 R.C.E. No. � SHEET 3 OF 4' DATE: Oct. 16,4 2012 10:22:54 AM FILE: F:\0587\Engineering\TR_32437\Grd_Production_Precise\Sht03.dwg 26 S � 19 1 1 2 7. ! 1128. 0 SEE SHEET 3 05.00 70.00 L- t I 1� 127.1 112- 6.91127.7 FG11 - - I 0 � FG FG 16 N � � FG :H � of 1 00 CN MIN 1126.5 Q)! ° z 1%... HP ' _ -•--- � i ' 1 LO y27 ► ire I I 6 .� ! � 0.2 r-- � .r_.,30� � " 30, O.F. "" 1126.8 10' 2 0' 2 0' 10' H P EE SHEET 2 1125.9 1126.3 1%... ! FL FL MIN ••i S ! y Ln N 131 2-BR F2 � - -- -- 0.0' i 1126.6 FIL 1% MIN w 7. -- P=1126.8 D. . I 1126.2 FL + --��" I FF-11 ' I � fi� �s N jz 27.J ,� 7' 1 3.8%N 2% Ii d' 0 2% + 3 10' MIN- N � ��_�-I -► 10' �--- P•=1 127. 1 , 6.0 �- N r� _ j �7.5' ; z FF=1127.8 --- F 1 OWY N s. ��.... N j z 46 ® 5TA• �o ,gyp, N s,: °- 0 1125.3 1125.7 --------n 2.8P N N I FL j j M 10 ... ,gym 6 �' o� 4} ° 1 �'`` ��C�' �; 'c"` ' 127. 1125.6 r; TA. + r cv +� �?m I '�" �••t., co D.F. s° - 1126.0 d- ` '• -' , . N lL„ r� � j 22' ° '�: FL G B OPP_ 30 a? _ 1 �! N ast r-- tV 2 10 ",- I �- �,� �; v In V N t1.CD F =112 7.3 1 1 Ln U o • --' N 1122 ,�`\'�.' i 3.4X.._ r, 4 "�_._ G� S ►� ,..•• i s: MIN N ,,,. ts.. .,54 12 5=0. 090 . ,.____ 1%M�N,,. •f N N � 0 12 � ^�"�. �.-- �``- 10�$ l e ,��-' ... r-- y1 F rte- - - , �EXISTING--- �.o '�`�LL La `•a`� ___. ---- C14C-4 ESIDENCES MIN :`� ,�-; �`�, � c�o,,,�� oo FS 5.28 1 0 � c� � 12 � � , to� 2.1 cry .�C`'t,, � •�`ti � .......� 77 �' ^� �' �9 ' •cam 1126.1 0 37 .3' 2 F- � 0 r G T 3 � 2 .. ~moo !� 1119.9 ! Q. 77226 �, OF 125.2 - - ' 98 �' - TC 2g ak FS 2,10' c�Q - 2N ®" 1125.31 46,62 22.1029 EXISTI ,NG � 2 P= 1119.4 8 RESIDENCES6 � 7r ,� c 20 a "% l 7r F� 2287 �, 72 1 c,T 122 Fc� c _ o \ { r y 77 a N 7 2 FS •2p _81 CIA 40. INN 1 " 6'V o v 77 T �p ��,3j I F O�' ,`"`�8• � ' N '� r 38 ` ® 772 /C 2© F J P 1 1 .3 �, 171 o c hg •3 ,� .- ,� os � 9 1 � a t00 N 3 F 2 "" ,6 `•l o �,` 124.1 ��'-:� 4.3 , l7 � ~` 7 S 1 ps 0.1 1 �g 11264 7778 T 7 • �' FS2as 2 5•g ,-� •1' �� \ FL G� r? -a . F O . �' 4• \ o•.,� a - 1127. 1 �o O 1122 1 g h \ 14. c..,a N o ' C 0 � 7 111 5 2 FS 5.4 ry p 2 FS " t _ -1 •1 \1124$ v " r •00 r11 6 \ "� p - 1 �6 , o r 65 s� 21. __A ,,.1 ca V •,g 121.2 i Fi j \ 6 0.0' �, a � -=1 .00h ._...�.---- -' �• �, 2 .7 1126001 F'--� 112 \ g.c-? 112 00�� 1N �� F V � 11 `�` s + � .�,� 2:� � 112- z _,• 112 . rn 3 4, FL 0.1 ca NP s 1119 .� h .5 P : ., 12r, INDICATES SIDE OF THE FLOOR PLAN rry .-1 0 THAT REQUIRES ARCHITECTURAL ENHANCEMENTS os F �� MSN 126 • �v 4' � � 1 S 1 �� �,�11 2• 17.43 SINGLE SYSTEM BACKWATER VALVE' REQUIRED 61 g' 21 ° •O 2 112 F� o 1123 Z 112 .5 4 0BW (FOR INFORMATIONAL PURPOSES ONLY) o P •(� � � ;s � a o Np �, ��,,,•.• '" 112 F O `,,,.......,,v � 122 65.2 �. �'1 1120:1 ..-_ 5 '� ®.. SPLIT SYSTEM BACKWATER VALVE REQUIRED O U t -, MSN �, 1 P 2 112 ,6 W5 (FOR INFORMATIONAL PURPOSES ONLY) Underground Service Alert �y p 1120. �� 1120 . ra -..a �`°'� ....� 6g' Fc' 1124.0 �•.,._ •. �� ® LD1.G�•V�� �1 �, FL ... � N 33. , 00 z -, Call: TOLL FREE z 20 9 �L0 1 0 150P- 1118. 6 ' w ,,. , , C3G 1D72 a48R 1"800 1%a ��N 1122 CONSTRUCTION NOTES. o �,� . .. -�'" 1?�' ,�21! 1 CONSTRUCT RESIDENTIAL DRIVEWAY PER Cl STD. 207, WIDTH PER PLAN A LD11-007CR 227-2600 .� ��:. G SAWCUT AND REMOVE EXISTING CURB AND UTTER. 2 CONSTRUCT 6" CURB AND GUTTER PER Cl STD. 200 9 ,r►+ 3 CONSTRUCT CURB CORE FOR 3" DRAIN PER CITY STD. 3f13 AND DETAIL ON SHEET 2 20 10 0 20 60 w TWO WORKING DAYS BEFORE YOU DIG INSTALL 3" PVC (SCH. 40) DRAIN PIPE 4- "CAUTION": Remember that the USA Center ,�.•• 5 INSTALL 3" ADREA DRAIN PER DETAIL ON SHEET 2 GRAPHIC SCALE ��_ 0' notifies only those utilities belonging to the center. There could be other utilities present at the work site. The center- will ' WDID Q?,/inform ou of whom the will notif . # 933C357834 LD10-011CR d Y Y Y � O 0 CONSTRUCTION RECORD DATE BY DATE ACC'D BENCH MARK DESIGNED BY DRAWN BY CHECKED BY CITY OF Drawing No. °' • SCALE Qgo�ESs,© RECOMMENDED BY: DATE: ��' TEMECULA DEPARTMENT OF PUBLIC WORKS � 3 112 DIAMETER ALUMINUM DISK, FLUSH IN CONCRETE �,� 1p D. p d. Contractor CURB STAMPED "RIVERSIDE COUNTY BENCH MARK HORIZONTAL ��"� oLy�F� Plans Prepared Under The Supervision Of 6/25/12 JC 4 REV. PLOTTING ON LOTS 17, 1.8 & 26-28 T-46-81 RESET 1997" EASTERLY OF THE CENTERLINE �? PRECISE GRADING PLAN ' dfiQWNNN 'gACCEPTED BY: -- DATE: w OF SR-79 AT THE SOUTHEASTERLY CORNER OF THE Z N0. 42038 g' �� EG B LER wU. Inspector 6/4/12 JC 3 REV. PLOTTING ON LOTS 9-13, 16, 31-331 BRIDGE OVER SANTA GERTRUDES CREEK; 4.5' NORTHERLY AS NOTED , Date .. ' o 35 & 36 OF THE SOUTHERLY SIDE OF THE CONCRETE SIDEWALK. �, HIL IP D. DOWTY DIRECTOR, OF PUBLIC WORKS/CITY ENGINEER o TRACT NO. 32437 VE RTI CAL °, LOTS +=13 'g S 28 0 Date Completed 12/20/1 JC 1 REV. PLOTTING ON LOT 9 AND DRAINAGE ELEVATION: 1097.163' �rF C/V�� o`�� 47109 r, i�sa9 ! N A ofi CALF R.C.E. No. 42038 R.C.E. No. ► + SHEET 4' OF q' ISSUES ON LOTS 16 & 17 I DATE: Aug. 07, 2012 08:07:50 AM FILE: F:\0587\Engineering\TR_32437\Grd_Production_Precise\Sht04.dwg