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HomeMy WebLinkAboutRough Grading & Erosion Control P GRADING NOTES 1. ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE GRADING, EROSION AND SEDIMENT CONTROL ORDINANCE NO. 04--04, AND IF APPLICABLE, TO THE STATE GRADING &• WATER RESOURCES CONTROL BOARD NPDES GENERAL PERMIT FOR CONSTRUCTION �J� PROJECT ACTIVITIES. �' SITE v� 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1%. DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A o MINIMUM OF 2' AWAY FROM THE TOP OF GRADED SLOPES. FINISH GRADE SHALL SLOPE AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4"' PER FOOT FORky ��=�t' x •r,N,� � tom-+ A MINIMUM OF 3 FEET. -qqr a PHASE c (LOT 3) 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2 PHASE B r (LOT 1) 4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR [[ s R PROVIDE GRADED BERMS ALONG THE TOP OF ALL GRADED .• „, k ; ,,: f ,.,s,.,;',r' F STORM FLOWS, 0 .. A 5 ++ q� OR THAT ARE ADJACENT TO GRADED AREASy - _ ,yb ,, , s 5 5. f ' .(1 F'� t5 F Lt SLOPES OVER 3 IN VERTICAL HEIGHT �� 5 : . �i 1 ,..as i,, 1 � � ar �.. �. �"�. � �� �� .,, �i7/#� TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. 7rt F ?' * r '4 t � � r �. 1 a , , ..'; //rte 5 pq n r� '� : t i �'.: I r� . $ sy.r'r �F',i^^r.x, �.�� 'R.i, .. HALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL a to tri a r t l i ,i,1� t,�i (� ✓':A''�r frr r°"A* ,4 i 'a i r a 1'• v dF Sy^ �� w� k �s f 5. ALL GRADINGS , ;� �v' a i .� a'� TT'�a�i,wy 1 :::.� I � y°�7` w/' ENGINEER SOIL ENGINEER OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY THAT ALL FILLS HAVE BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL g ,�. V COMPACTION REPORT FOR ALL FILLS OVER 1 DEEP. o 'J. S � • 'k ,�,.- 7 . Lft ,' ` X15 e4 ' ..�^ ��T �4: CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S p w f f 6. A REGISTERED C ,l► e� �; �,.,r._ ,.,,� e 3 y q '�wAgpD K DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH ,�fr �-f �` � •,; �' r .r PUBLIC WORKS E S'y � .� .:.V !� Y GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ,. tIGH AN NXI fS , CERTIFICATION SHALL BE TO LINE ,} , C�Rq ISSUANCE OF THE BUILDING PERMIT. CE ��,.. yr iST OF CUT FILL SLOPES '� z F A GRADE, ELEVATION AND LOCATION / q _ µ S L + WILL BE REQUIRED FOR ALL FILLS GREATER THAN 7. FINAL COMPACTION REPORTQ 1�1 ,4 ',1 t fir..,.:.►'' ,F' .' $ .`y � f. ONE FOOT. 4 5 y 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY x,* SOILS INVESTIGATION B Y LEIGH TON & ASSOCIATES, INC. DATED MAY 16, 2005. = ; ., VICINITY MAP TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE PUBLIC WORKSX10, 9 wys. . , DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATIONxMIM , THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARYs .# jy SOILS REPORT. LEGAL DESCRIPTIONs yy s x 9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48n 44��"'Y«I:ri,.. :"��qt�; �;•;*�* "'* � ' .4 ."'" a ^� ,r,'`r't HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. TM:� 3 � = . M. ' * REAL PROPERTY IN THE. CITY OF TEMECULA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, .'4. � '4k� ' � F 9M'b�. ...w...r. ... ��� � ,,fir f: � THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE : ° �: j . , F DESCRIBED AS FOLLOWS- FOR694--6411 a ,. p, T. T. PUBLIC WORKS DEPARTMENT PHONE (951) :w� �� �3 s. sY � � � � � --a-� �'- .� � N A HOWN BY TRACT MAP 23992 ON FILE IN BOOK 231 PAGES 9 THROUGH FOR EACH LO ., , ^ ti.s. * . ,f" LOTS 1 , 2 AND 3 S S , Yqs , 12 OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSIONtiq, ;, ;} - _" P 't w EXCEPTING THEREFROM THAT PORTION OF LOT 2 SET OUT IN THAT ORDER OF 1�.! r .tidy 1, yl j FS AND SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY + ; � Y, r wa �� W��w, ;g tgj 5N CONDEMNATION RECORDED JUNE 20t 1997 AS INSTRUMENT NO. 97--218033 DESCRIBED DURING THE GRADING PHASE. AS FOLLOWS: y .7'.y *:c ,1 mom, ia" ✓ 4, ' 5. 'i: i �. � '`- BEGINNING AT THE MOST WESTERLY CORNER OF SAID LOT 2 ALSO BEING THE SOUTHWEST 11. POST--GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED TO, INSTALLING, q N 9a a s OR A COMBINATION THEREOF ~ ,`� :. �- e CORNER OF PARCEL 2 OF PARCEL MAP NO. 23624 AS SHOWN BY MAP ON FILE IN BOOK 169 OF WHERE APPLICABLE, GROUNDCOVER, TREES, SHRUBS, . .�' w � "'. }tia, PARCEL MAPS AT PAGES 24 THROUGH 26 THEREOF MAPS RECORDS OF RIVERSIDE COUNTY APPROVAL OF FINAL INSPECTION. ,, lN,»4 ° .e q C > IN ACCORDANCE WITH CITY CODES PRIOR TO THE O a „ ' SYSTEMS �� t '4 �x CALIFORNIA, THENCE NORTH 71 25 31 EAST ALONG THE NORTHERLY LINE OF SAID SLOPES OVER 4 IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION S STE S N.h; �w .y f F°4 �k = _ LOT ALSO BEING THE SOUTHERLY LINE OF SAID PARCEL 2 AT DISTANCE OF 73.50 FEET WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C. .#s z , } .. , {1{i �, } 2, > TI4�'3"y V 11 • SOUTH20000,00" THENCE SOUTH 47 22 37 EAST, D I STANCE OF 10. 15 FEET, THENCE SOU 12. FILL MATERIALS SH ALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS : EAST DISTANCE OF 412.45 FEET THENCE SOUTH 40000'00" WEST DISTANCE OF DEBRIS TOPSOIL AND OTHER DELETERIOUS MATERIAL. IF �' Y', f w �- .� �: p ,�� T A BEING THE EASTERLY LINE OF BEEN CLEARED OF WEEDS, ,t �� :... tF 4;� t, ,ar �,� � �; = fi."�- w 75.43 FEET TO THE WESTERLY LINE OF SAID LO 2 ALSO 4 �: � L : ff`�• ad„ :1:"te ��� W� wry..�.�Mr STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAINS °N, THENCE INTERSTATE HIGHWAY 15 AS SHOWN ON SAID TRACT NO. 23992• THENCE NORTH 15 45 23 : M . MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. ,� `tiWf ,fs n ;. WEST ALONG SAID WESTERLY LINE OF LOT 2 AND EASTERLY LINE OF INTERSTATE R ENGINEERING GEOLOGIST SHALL ° » A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, 0 E ,. • 4 r HIGHWAY 15, A DISTANCE OF 181 . 12 FEET, THENCE NORTH 25036" WEST. APPROVE PLACEMENT OF FILL. �; r � � CONTINUING ALONG SAID LINE, A DISTANCE OF 218.60 FEET TO THE POINT OF BEGINNING. 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING , AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING ; �q,, 7� Y a 3 tk` ASSESSOR'S ��RE�.. NUMBER GRADING OPERATIONS ■i : � r 3 944-330-001 ry, E j1 j t 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. . i � ; s f _ ° ; 944-330-ODS { 944-330-017 tL 1 k ks}"3* "�s wW fr' c r' FAT LEAST ONE AND FIVE TENTHS 4 � e 15. STABILITY CALCULATIONS WITH A FACTOR OF-SAFETY 0f8 ` (1-5) SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND FILL LEGEND: SLOPES OVER 30' IN VERTICAL HEIGHT. SHEET INDEX PAD ELEVATION 1252.3 16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION CUT/FILL TRANSITION LOTS OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION FINISHED SURFACE F.S. SHEET (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO - SHEET 1 TITLE SHEET FLOW LINE F.L. ELECTRICAL LINE E ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT SHEET 2 DETAIL SHEET GROUND SHALL BE GIVEN. TOP OF CURB T.C. SEWER LINE S SHEET 3 DETAIL SHEET FINISHED GRADE F.G. WATER LINE W • ITT SHALL ABIDE B Y THE REQUIREMENTS S ENGINEER: SHEET 4 ROUGH GRADING PLAN HIGH POINT H•P. GAS LINE G 17. EROSION AND SEDIMENT CONTROL. THE PERMITTEE OUTLINED IN THE CITY OF TEMECULA GRADING, EROSION AND SEDIMENT CONTROL ORDINANCE SHEET 5 ROUGH GRADING PLAN PERCENT % EXISTING GRADE (1234.56) T INCLUDING U D I N G ADHERENCE TO THE STATE LE I GHTON AND ASSOCIATES SHEET 6 EROSION CONTROL PLAN TYPICAL TYP. PROPOSED GRADE 1234.56 NO. 04---04 THROUGHOUT THE DURATION OF THE PROJECT, CL 41715 ENTERPRISE CIRCLE NORTH, SUITE 103 S INt3�� BAR A . NPDES PERMIT FOR CONSTURCTION ACTIVITIES, IF APPLICABLE. ASPHALTIC CONCRETE .0 TEMECULA, CA. 92590 CONSTRUCTION NOTE NUMBER 12 PHONE: (951 ) 296-0530 SCALA: 1 �1pQ GRADE BREAK G.B. 18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. CATCH BASIN C.B. EDGE OF PAVEMENT NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. FAX: (951 ) 296-0534 WDID: 933C336501 T.S.TOP OF SLOPE DIRT ROAD PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO CUT/FILL TRANSITION -�---� 19. ALL 0 �.�."... ..w_.. . .�......^.,... l/ COMMENCEMENT OF ANY CONSTRUCTION/GRADING. EXISTING CONTOUR (1125} Yw A.C. DIKE SITE DATA: � CONTOUR 1125----- E OWNER/DEVELOPER PROPOSED CO OU GRAVELBAG LINE aaaa 20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A PUBLIC RIGHT-OF-WAY. P TE HOMES r ASPHALTIC CONCRETE A.C. STORM DRAIN LINE SD �, UL TOTAL AREA OF TRACT - 9.94 AC PROTECT IN PLACE P. I .P. o 21. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT 2 TECHNOLOGY DRIVE T_ TOTAL AREA DISTURBED = 8.86 AG EDGE OF PAVEMENT E.O.P. FIBER ROLL AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS IRVINE, CA. 92618 FINISH GRADE FG ) _j '0 DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL CONTACT: BILL McK I BB I N M GARAGE PAD ELEVATION GPE SILT FENCE N • (12) INSTA!L 1� PVC: 14 � TOTAL AREA UNDISTURBED = 1 .07ACPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. PHONE. (949) 797-4400 • BE PROM ,. FAX: (949) 623-3739 VYPE ��22. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE �►NSTRv+�r B�t�ow �►I°�CH PE�c Cr oF rEMOCu�w�Tt� b' . N� �v� � 677 TAT OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF ENVIRONMENTAL NOTE: 0 ANY CLEARANCES FROM STATE CONSTRUCTION NOTES & QUANTITY ESTIMATE STATE OR FEDERAL ENDANGERED SPECIES ACTS 0R WATER QUALITY REGULATIONS. THE � � EA RTHV1/ RIS CIJANTITIES. CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA NOT IMPLY R PROVIDE ANY AGENCY CLEARAN S FROM 0 CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. N0. ITEM QUANTITY UNIT DOES O IML D IDECE � SOURCE OE TOPOGRAPHY: STATE OR FEDERAL WILDLIFE AGENCIES REGULATING THE o LF CUT 17,500 CY 1 CONSTRUCT BROW DITCH PER CITY OF TEMECULA STD. DWG. NO. 304 (TYPE A) 1 ;�'J3 PROVISIONS OF THE CALIFORNIA OR NATIONAL ENDANGERED o ANALYTICAL PHOTOGRAMMETRIC SURVEYS, INC. 647 N. MAIN STREET, SUITE 1A 2 CONSTRUCT DOWN DRAIN PER CITY OF TEMECULA STD. DWG. NO. 304 38 LF FILL 9,845 CY SPECIES ACTS. � Q RIVERSIDE, CA. 92501 ___ __ EXPORT YOU ARE RESPONSIBLE FOR OBTAINING THE APPROPRIATE (951 ) 686-5103 3 PROTECT IN PLACE 7,655 CYE O CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DATE OF TOPOGRAPHY 9/16/02 DISTURBANCE OR GRADING. �- 4 INSTALL GRAVEL BAGS PER STREET PLACEMENT DETAIL ON SHEET 2 2,925 BAGS N i THESE EARTHWORK QUANTITIES ARE FOR REFERENCE ONLY. Q 5 INSTALL GRAVEL CHECK DAM AT CATCH BASIN PER DETAIL ON SHEET 2 44 LF SINCE THE CIVIL ENGINEER CANNOT CONTROL THE EXACT w NOTICE TO THE CONTRACTOR. 1 EA METHOD OR MEANS USED BY THE CONTRACTOR DURING GRADING = 6 STABILIZED CONSTRUCTION ENTRANCE AND WASH OUT AREA PER DETAIL SHEET 2 OPERATIONS, NOR CAN THE CIVIL ENGINEER GUARANTEE THE o� .BASIS OF BNOTE: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR = EXACT SOIL CONDITIONS OVER THE ENTIRE SITE THE CIVIL 7 INSTALL SILT FENCING PER STANDARD B.M.P. S AND PER PLAN. 850 LF STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE ENGINEER ASSUMES NO RESPONSIBILITY FOR FINAL THE BEARINGS SHOWN HEREON ARE BASED ON A 6 320 LF AVAILABLE RECORDS. APPROVAL OF THIS PLAN BY THE CITY OF TEMECULA, 0 8 INSTALL FIBER ROLLS PER DETAIL ON SHEET 2. � EARTHWORK QUANTITIES. EASTERN MUNICIPAL WATER DISTRICT DR RANCHO CALIFORNIA WATER � PORTION OF THE CENTERLINE OF YNEZ ROAD AS z PLANNING ■ DESIGN ■ CONSTRUCTION SHAWN ON TRACT NO. 23992; M.B. 231/9-12 BEING 137 CY DISTRICT DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR o 9 INSTALL GREATER THAN 3" BUT SMALLER THAN 6"' GRAVEL, 12" THICK PAD. INN 48015' 11"W COMPLETENESS OR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND < IN TALL STEEL SHAKER PLATE -- 6' x 8' 4 EA THE CONTRACTOR IS ADVISED TO PREPARE HIS OWN ESTIMATES UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE 01 COUNTY CENTER DwVE OF EARTHWORK FOR THE PURPOSES OF BIDDING, CONTRACT, } 40810 CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO r TEMECULA,CALIFORNIA 92591-6022 11 TON RIP RAP 5.4' DEEP WITH 10" FABRIC COVER 44 CY AND CONSTRUCTION.INSTALL 2 PROTECT THE UTILITY LINES NOT OF RECORD OR SHOWN ON THIS PLAN. i C D N S U LT I N G 951.676.8042 ■ FAX 951.676.7240 mm.RBF.com z Q DESIGNED BY DRAWN BY CHECKED BY LD0dw032GR CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC D BENCH MARK SCALE Q�Ojo • a A RECOMMENDED BY: DATE: DEPARTMENT OF PUBLIC WORKS Q d M A. ! NM NM,JE KH SHEET NO. j I t O6 ROFAlurvisebwALL Bllv4 10 A D1 1 PVA / T-32-81 RESET 1987, A 2 1/2" DISK IN CONCRETE WALK NEAR THE HORIZONTAL �``� ��� �� PLANS PR ABED UNDER THE SUPERVISION OF N CONTRACTOR REylsfl> pAD AND�AR�t�rl� I�ta�,��� ,�. INTERSECTION OF FRONT STREET AND Ll/ Divi o �'r" ACCEPTED BYDATE �.� _µ ROUGH GRADING PLAN o SV40&AINtrf F4v*!.�5163164 RANCHO CALIFORNIA ROAD I N THE � No.. 43090 � "SIDEWALK OF A BRIDGE OVER THE AS NOTED �,► DATE: [ RONALD J. PARKS -� - AND EROSION CONTROL PLAN INSPECTOR MURR I ETA CREEK ON THE NORTHWEST Exp• ��31�°8 DEPUTY DIRECTOR RECTOR QF PUBLIC WORKS " -- x Q � MI HAEL A. MAN � - - w s - TRACT' 23992 PHASE A CORNER OF BRIDGE. VERTICAL �q C�V��. �� � Q l �� R.C.E. 19744 09/30/07 r�r�=:��8� DATE COMPLETED 1� NO. 43090 EXPIRES: 3 31 08 N0. EXPIRES. TITLE SHEET F SHEETS i OF AL �• D N/A C ' 00 JELEVATION = 1007.337 X i 1/2 INTERVALS EROSION AND SEDIMENT CONTROL. NOTES R/W 1 . INFORMATION ON THIS PLAN IS FOR EROSION PREVENTION AND SEDIMENT CONTROL ONLY. THESE NOTES ARE —�_ COMPREHENSIVE AND SHOULD BE APPLIED ACCORDING TO THE SITE-SPECIFIC CONDITIONS FOR EACH INDIVIDUAL PROJECT. THE DISCHARGER IS RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF A COMBINATION OF EROSION AND SEDIMENT CONTROLS BY OCTOBER 1ST OF EACH YEAR FOR ALL APPLICABLE SOIL-DISTURBING P/L ACTIVITIES (CLEARING, GRADING, EXCAVATING_ AND ON ALL EXPOSED SLOPES THROUGHOUT THE ENTIRE SITE. 50MIN. �•F• THE DISCHARGER IS ALSO RESPONSIBLE FOR ANY DISCHARGES FROM SUBCONTRACTORS. N z EXIST. A.C. 2. STORMWATER RUNOFF SHOULD BE FILTERED PRIOR TO DISCHARGEING TO A STORMWATER CONVEYANCE SYSTEM ACCESS DRIVE I (NATURAL WATERCOURSES, STREETS, FLOW-LINES, DRAINAGE INLETS, ETC) . ALL NON-PERMITTED DISCHARGES I ARE PROHIBITED FROM ENTERING ANY STORMWATER CONVEYANCE SYSTEM YEAR-ROUND. III III IIIM = �� _ =�� DIRECTION STREET � 3. DISCHARGER CONTACT INFORMATION: OF FLOW : m �( BILL McKIBBIN PULTE HOMES X949) 254-2687]� PROFILE — (RESPONSIBLE PERSON) (COMPANY) (24-HOUR PHONE NUMBER) 4. IF SOIL DISTURBANCE MEETS OR EXCEEDS ONE ACRE, THE SITE MUST BE COVERED UNDER THE STATE GENERAL EXISTING GROUND I CONSTRUCTION PERMIT, A NOTICE OF INTENT (NOI) MUST BE FILED WITH THE STATE WATER RESOURCES CONTROL So' MIN. 4 BOARD (SWRCB) , A WASTE DISCHARGE IDENTIFICATION (WDID) NUMBER SHALL BE PROVIDED TO THE CITY, AND A 3" TO 6" DIA. COARSE AGGREGATE 2 SANDBAG PER 450 STORMWATER POLLUTIOIN PREVENTION PLAN (SWPPP) SHALL BE IMPLEMENTED THROUGHOUT THE DURATION OF THE OVER FILTER FABRIC DETAIL "B" PROJECT AND BE READILY AVAILABLE ON SITE TO CITY AND STATE INSPECTORS. A SWPPP TEMPLATE CAN BE R=35' DOWNLOADED FROM THE CITY'S WEB SITE AT www.cityoftemecula .org UNDER NPDES INFORMATION. 2-6'x8' SHAKER PLATES00-01, —� C.F. — a 5. DURING THE RAINY SEASON (OCTOBER 1 - APRIL 30) , THE DISCHARGER SHALL MAKE AVAILABLE, AS NECESSARY, EQUIPMENT AND WORKERS FOR EMERGENCY WORK TO PROTECT THE SITE. ADDITIONAL EROSION AND � z — do 3 d- SEDIMENT CONTROL MATERIALS SHALL BE STOCKPILED AT VARIIOUS LOCATIONS THROUGHOUT THE SITE FOR� � O o R/W IMMEDIATE IMPLEMENTATION. all—= Q 9"t FIBER ROLL R=35' INTERVALS PER SANDBAG 6. ALL EROSION AND SEDIMENT CONTROLS SHALL BE INSPECTED, RESTORED, REPAIRED, OR MODIFIED REGULARLY PLAN O CONCAVE KEY TRENCH 4" SPACING TABLE ABOVE THROUGHOUT THE SITE TO PROTECT DOWNGRADE PERIMETERS, ADJACENT PROPERTIES, ENVIRONMENTALLY SENSITIVE DEEP ALONG FIBER ROLL AREAS, AND ALL PRIVATE AND PUBLIC STORMWATER CONVEYANCE SYSTEMS. IF ANY EROSION OR SEDIMENT PROVIDE APPROPRIATE TRANSITION O 1"x1" STAKE AT 48" 0/C AND GRAVEL BAG PLACEMENT DETAIL CONTROLS FAIL DURING THE RAINY SEASON, MORE EFFECTIVE ONES WILL BE REQUIRED IN THEIR PLACE BETWEEN STABILIZED CONSTRUCTION 1 ' DEEP WITHIN 6" OF EA. END TYPICAL STREET ENTRANCE AND EXIST. A.C. PAVING 7. DURING THE RAINY SEASON, CLEARING SHALL BE LIMITED TO AREAS THAT WILL RECEIVE IMMEDIATE GRADING. Q FIBER ROLL PLACEMENT FOR GRADED STREETS A COMBINATION OF EROSION AND SEDIMENT CONTROLS SHALL BE IMPLEMENTED IN AREAS THAT HAVE BEEN STABILIZED CONSTRUCTION ENTRANCE v NTS CLEARED. 6 NOT TO SCALE 8. DURING THE RAINY SEASON, EROSION CONTROL FOR GRADED SLOPES SHALL INCLUDE 100% VEGETATIVE NOT TO SCALE COVERAGE, WOOD MULCH, STAPLED OR PINNED BLANKETS (STRAW OR COCONUT) , PLASTIC SHEETING ( 10-MIL) , OLMATS, OTHER GRAVEL BAG SPACING TABLE CONTROLS, ONLYANDSTABILIZED FMEASURE IBER BERM� BY TDIRECTOR ATRIXPRODUC7SWIWITH OF APPLICATION RALIC WORKS. FOR TES OF 3500 LB/ACRE AND 10 GAL/ACRE, RESPECTIVELY, SHALL BE USED FOR GRADES OF 4: 1 AND GREATER. JUTE NETTING STREET GRADE LENGTH SHALL NOT BE USED AS A STAND-ALONE EROSION CONTROL. IF HYDROSEEDING IS IMPLEMENTED, THE APPLICATION MUST ALLOW SUFFICIENT TIME FOR ADEQUATE SEED GROWTH. INACTIVE GRADED PADS SHALL BE <4% 200' MAX. PROTECTED WITH ACRYLIC/LATEX POLYMERS, SOIL STABILIZERS, FIBER MATRIX, OR OTHER MEASURE APPROVED BY A 4% TO 9% 100' MAX. THE DIRECTOR OF PUBLIC WORKS. >9% 50' MAX. A 9. SEDIMENT CONTROLS SHALL INCLUDE DESILTING BASINS, GRADED BERMS, FIBER ROLLS, SILT FENCES, CATCH BASIN GRAVEL-BAG CHEVRONS (3/4" GRAVEL) , CHECK DAMS, DRAINAGE INLET PROTECTION, ETC. FLOW 10. ALL ONSITE AND OFFSITE FLOW-LINES (V-DITCHES, BROW-DITCHES, TERRACE DRAINS, RIBBON GUTTERS, R/W CURB GUTTERS, ETC. ) AND DRAINAGE INLETS SHALL BE FREE OF SEDIMENT, CONSTRUCTION MATERIALS, CURB CONSTRUCTION WASTE, MISCELLANEOUS DEBRIS, AND DETERIORATED EROSION AND SEDIMENT CONTROLS AT ALL FACE 3" MIN. OPENING TIMES. AA BETWEEN BAGS 11 . CONSTRUCTION WASTE AND MISCELLANEOUS DEBRIS SHALL BE PLACED IN WATER-TIGHT BINS. WIRE MESH GRAVEL BAG CHECKDAM AT CATCH BASIN SECTION DmD SECTION AwA `� TRASH RECEPTACLES WILL NOT BE ALLOWED. WASH-OUT STATIONS SHALL BE PROVIDED FOR CONCRETE, PAINTS, 5 NOT TO SCALE ►voT to SCALE -y- __ AND STUCCO AND SHALL BE L I NED WITH PLASTIC AND LOCATED AWAY FROM STREETS, S I DEWALK R I GHT-OF-WAYS, NOT 7o sca�E _.�a_-_ AND DRAINAGE INLETS. PRIOR TO ANY FORECASTED RAIN, BINS AND WASH-OUTS SHALL BE COVERED WITH A L I D - OR PLASTIC TARP PREVENTING ANY OVERFLOW INTO THE DRAINAGE SYSTEM. 7 --- --- - - --- - - --- - - 12. CONSTRUCTION ACCESSES SHALL BE STABILIZED WITH A COMBINATION OF GRAVEL AND SHAKER PLATES STREET SUBGRADE YEAR-ROUND TO PREVENT TRACK-OUT ONTO STREETS. FOR RESIDENTIAL DEVELOPMENTS WITH STREET GRADES EXCEEDING 2%, INDIVIDUAL DRIVEWAYS SHALL ALSO BE PROTECTED WITH GRAVEL TO PREVENT TRACK-OUT ONTO INTERIOR STREETS. GRAVEL SHALL ALSO BE PLACED ON DRIVEWAYS THAT ARE USED TO ACCESS INDIVIDUAL LOTS. FILTER FABRIC AA DETAIL B SECTION AA-AA ROUTINE STREET SWEEPING SHALL BE PERFORMED ON ALL PAVED STREETS WHERE TRACKING IS OBSERVED. VACUUM � NOT TO SCALE SWEEPERS SHALL BE USED WHEN STREET SWEEPERS BECOME INEFFECTIVE. CONTROLLED STREET WASHING WILL MATERIAL NOT TO SCALE ONLY BE ALLOWED PRIOR TO THE APPLICATION OF ASPHALT SEAL COATS. HOWEVER, DRAINAGE INLETS SHALL BE PROTECTED TO FILTER THE WASHWATER. HEAVY DUTY 13. SILT AND DEBRIS SHALL BE REMOVED FROM CHECK DAMS, CHEVRONS, SILT FENCES, DESILTING BASINS, REINFORCING NOTES STREETS, ONSITE AND OFF-SITE LINES, DOWNGRADIENT DRAINAGE INLETS AFFECTED BY A DISCHARGE FROM THE 12„ SITE, AND OTHER PRIVATE AND PUBLIC STORMWATER CONVEYANCE SYSTEMS PRIOR TO AND AFTER EACH STORM � 1 . GRAVEL BAGS REQUIRED IN AREAS WHICH EVENT. FOR RESIDENTIAL DEVELOPMENTS, SILT FENCE SHALL BE INSTALLED ALONG INTERIOR STREETS AND � N ARE PARTICULARLY SENSITIVE TO SEDIMENT COMBINED WITH GRAVEL-BAG OR SILT-FENCE-CHEVRONS INSIDE THE SIDEWALK RIGHT-OF-WAY, WHERE APPLICABLE. � � DEPOSITION. 14. DESILTING BASINS SHALL BE CONSTRUCTED AT THE START OF THE GRADING OPERATIONS AND SIZED 2. REQUIREMENTS FOR AND SPACING OF VELOCITY REDUCERS ACCORDING TO THE STATE GENERAL CONSTRUCTION PERMIT (3600 CUBIC FEET OF STORAGE PER ACRE DRAINED) , o FOLD & SET FILTER '� FOR STREETS WITH GRADES OF LESS THAN 4% SHALL BE EVEN IF THE SITE DOES NOT REQUIRE COVERAGE UNDER THIS PERMIT. WATER SHALL BE FILTERED AND DREANED Ln FABRIC INTO SOIL AS SHOWN ON ABOVE TABLE. FROM THE BASINS BETWEEN STORM EVENTS. 15. STORMWATER RUNOFF SHALL NOT BE DIRECTED OVER ANY SLOPES WITHOUT PERMANENT DOWNDRAINS INSTALLED. }, BACKFILL AND COMPACT THE �� �� TEMPORARY EROSION AND SEDIMENT CONTROLS ARE REQUIRED ON ALL EXPOSED SLOPES UNTIL SUFFICIENT ►0 - EXCAVATED SOIL IN TRENCH ��\��j��� � F�� PERMANENT LANDSCAPING HAS BEEN ESTABLISHED. FIBER ROLLS SHALL BE INSTALLED IN INCREMENTS OF 10 AND ON BOTHESFABRI�F STREET GRAVEL BAG VELOCITY REDUCERS FEET MEASURED VERTICALLY ON THE FACE OF SLOPE FOR GRADES OF 3: 1 AND GREATER IN COMBINATION WITH FILTER FENC , FIBER MATRIX PRODUCTS OR BLANKETS. SILT FENCE SHALL BE INSTALLED AT THE TOE OF ALL EXPOSED SLOP � 3 OR MORE IN HEIGHT. NOT TO SCALE � 16. MATERIAL STORAGE AREAS SHALL BE ESTABLISHED. FUEL TANKS, PORTABLE TOILETS, LIQUIDS, GELS, AND N 8. POWDERS SHALL BE STORED AWAY FROM STREETS, SIDEWALK RIGHT-OF-WAYS, AND DRAINAGE INLETS AND SHALL o HAVE SECONDARY CONTAINMENT. STOCKPILES OF SOIL SHALL BE PROTECTED PRIOR TO A FORECASTED RAIN. Q 00 2"x4" WOOD POST ALT: 17. ALL PORTABLE MIXERS SHALL HAVE PLASTIC UNDER-LINERS TO CONTAIN SPILLAGE. GRAVEL BAGS SHALL STEEL FENCE POSTS ALSO BE PLACED ON THE DOWN-HILL SIDE OF THE LINERS TO CONTAIN DISCHARGES. 18. THE DISCHARGER SHALL PROPERLY POST AND SECURE SITE AREAS WHERE IMPOUNDED WATER, DUE TO EROSION j AND SEDIMENT CONTROL DEVICES OR ANYTHING ELSE, CREATES A HAZARDOUS CONDITION TO THE PUBLIC. Q 7 SILT FENCE HOWEVER, EMERGENCY ACCESSES SHALL BE MAINTAINED AT ALL TIMES. N 19. NO OBSTRUCTIONS, OTHER THAN SEDIMENT CONTROLS, SHALL BE ALLOWED AT ANY EXISTING PUBLIC, OR NOT TO SCALE PRIVATE, STORMWTER CONVEYANCE SYSTEM, UNLESS ADEQUATE TEMPORARY OR PERMANENT DRAINAGE FACILITIES a HAVE BEEN APPROVED BY THE DIRECTOR OF PUBLIC WORKS TO CARRY SURFACE WATER TO THE NEAREST PART ICAL STORMDRAIN OR NATURAL WATER COURSE. � 20. FILL AREAS SHALL HAVE EROSION AND SEDIMENT CONTROLS IMPLEMENTED WHILE BEING BROUGHT UP TO j GRADE. THESE MEASURES INCLUDE: TEMPORARY DOWNDRAINS (PIPES OR PAVED DITCHES WITH PROTECTED � OUTFALLS): EARTH BERMS AT THE TOP OF SLOPES; VEGETATION; MULCH; FIBER MATRIX PRODUCTS; BLANKETS; Z PONDING AREAS; CHECK DAMS; FIBER ROLLS; GRAVEL BAGS AROUND DRAINAGE INLETS; AND APPROPRIATE GRADING Q TO DIRECT DRAINAGE AWAY FROM THE EDGE OF THE TOP OF SLOPES. � PLANNING ■ DESIGN ■ CONSTRUCTION 21 J SLOPE PROTECTION MUST BE IN PLACE DURING THE RAINY SEASON PRIOR TO THE ISSUANCE OF A > CERTIFICATE OF OCCUPANCY TO PREVENT EROSION. o z 22. THE DEPARTMENT OF PUBLIC WORKS RESERVES THE RIGHT TO MAKE CHANGES TO THIS PLAN. THE 40810 COUNTY CENTER DRIVE Q � � r DEPARTMENT'S APPROVAL OF THIS PLAN DOES NOT RELIEVE THE DISCHARGER FOR CORRECTIONS OF ERRORS AND TEMECULA,CALIFORNIA 92591-6022 o OMISSIONS DISCOVERED DURING CONSTRUCTION. C d N S U LT I N Ci 951.876.8042 • FAx 951.876.7240 • www.RBF.com � Q A 'D BENCH MARK Of ESS! DESIGNED BY DRAWN BY CHECKED BY LD06,w032GR � CONSTRUCTION RECORD DATE BY REVISIONS DATE CC SCALE Q� �N RECOMMENDED BY: � DATE: .r✓���� CITY O TEMECULA DEPARTMENT OF PUBLIC WORKS N T-32-81 RESET 1987, A 2 1/2" DISK ���o ���� p, jy�� �,y NM NM,�E KH SHEET NO. c� 0 IN CONCRETE WALK NEAR THE STREET AND HORIZONTAL y a �y Z PLANS PREP ED UNDER THE SUPERVISION OF ACCEPTED BY: DATE: 9 II� 0 7 ROUGH GRADING PLAN `n CONTRACTOR INTERSECTION OF FRONT RANCHO CALIFORNIA ROAD IN THE �' � -' SIDEWALK OF A BRIDGE OVER THE AS NOTED � No. 43090 � DATE: 2 d RONALD J. PARKS °1 AND EROSION CONTROL PLAN Exp. 3/31/08 �} DEPUTY DIRECTOR OF PUBLIC WORKS a Q INSPECTOR MURRIETA CREEK ON THE NORTHWEST � d TRACT 23992 PHASE A CORNER OF BRIDGE. VERTICAL Jf C�y j\. MICR EL T N �ori�e�:::::� DETAIL SHEET � 9lf F�� 43090 EXPIRES: 3/31/08 R.C.E. N0. 19744 EXPIRES: 09/30/07 •�,N�o OF 6 SHEETS � DATE COMPLETED OF �pVl R.C.E. N0. ELEVATION = 1007.337' N/A z 6 ALL CURB FACE DATA REFERS TO �, R=3" THIS LINE , R--1/2 � CL=TC--0.07 00 MAX PATIO FENCE �.. 12' 12' _ -------------- --- TC ro - r� S/W PER S/W PER ' TYP. ELEV. PLAN VIEWIdd PLAN VIEW _ d- R=1/2 - 2� 2� �� 'r ' 4`4_ TPADLINE Q R=lLO > BUILDING FOOTING �-- TC=FL+0.40' �- PROPOSED 24' (PRIVATE) 111,11 LACT STREETS :, PCC 2 -1 Not To Scale -C - a. - BUILDING NUMBER MODIFIED ROLLED CURB & GUTTER ,r-- NTS w- - �--E TR'� CL=TC-0.01 15' 15 / ' S W PER S/W PER a- - J PLAN VIEW 2% 2% PLAN VIEW �--1 ( ( 99 LO PAD ELEVATION - kSIDEWALK s PROPOSED 3 (PRIVATE) - PE= �- CALLE CARMLA T� _-- 1 98.0 Not To Scale " SI WALK - 15' = ARAGE -x SETBACK PAD LEVATION ". . : DIMENSION ° " SETBAt DIMENON ' R/W 15' R/W ENT Y - 66 - w - .... .... .................... __. 'J LO 6 ■ - • -J . a " - 6 5 ad 22' ad 22 5) -. - „ SETBACK ROLLED CURB J DIMENSION GUTTER r % 2% .., SIDEWALK NOT TYPICAL, SEE PLANVIEW FOR THE 110 00 LOCATION OF SIDEWALKS. STREET PROP 8" C&G 66' W PUBLIC PROP 8" C&G - - -- - - - - - Rancho Highland Not To Scale Refer to Soils Report for Over Excavation Requirements City of Temecula Std. no. 103A R/W TYPICAL BUILDING LAYOUT R/W NOT TO SCALE 66 5' 6' 22' 22' 6' 5' 2% 2% E -------------- Now it I 1 r • +sgR,•C7 r v► t1 a-•of .'O►q s ••�� 'Q 0"0,00'#goo• •ce 00.'�KY r • �r!1►d N • 01 t} rap " 66J' R/WPROP 6" C&G PROP 6C&GQ PUBLIC Tieffa Vista o Not To Scale LO Refer to Soils Report for Over Excavation Requirements BACK OF `v City of Temecula Std. no. 103A GAR GE q STREET }- OR DRIVEWAY G R GE 5' o VARIES AC BUILDING PAD 17 MIN. o R/W R/W 5 � 100 PROPOSED VARIES a F.S. GARAGE 50 50 PAD o Q LO VARIES I lo, 40' 40' 10' r I 4' 6' 6' 4' I SIDEWALK SIDEWALK N N 2% 2% Q l ,b ,.;•• r �p t� , W i/f•: d0 •r O O • Q O d r g� 4 o �p . o D 0 J6 o O lea 4•p+ V) +o a a TYPICAL STREET UNDERCUT SECTION = NOT TO SCALE i z 0 100'f R/W PUBLIC 0 oY- 1 OAD Not To Scale z Cit of Temecula Std. no. 101 City � of PLANNING ■ DESIGN ■ CONSTRUCTION 0 Z 40810 COUNTY CENTER DRIVE `t ■ r 1 TEMECULA,CALIFORNIA 92591--6022 C❑N S U LT I N G 951.6743.8042 FAX 951.676.7240 ■ www.RBF.com C] Q U DESIGNED BY DRAWN BY CHECKED BY LDO6ftO32GR CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK OSCAlE RECOMMENDED DATE: CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS N » q A � NM NM,JE KH T-32-81 RESET 1987, A 2 1 2 DISK ti, SHEET N0. � �. T` �^ IN CONCRETE WALK NEAR THE HORIZONTAL �`� �� PLANS PREPARED UNDER THE SUPERVISION OF CONTRACTOR INTERSECTION OF FRONT STREET AND 9� 111046a P .. DATE.�, ACCEPTED BY. � ROUGH GRADING PLAN -- RANCHO CALIFORNIA ROAD IN THE AS NOTED W No.. 43090 m �� RONALD J. PARKS ANDQ SIDEWALK OF A BRIDGE OVER THE / DATE. ,_._ 'Z � _�� INSPECTOR MURR I ETA CREEK ON THE NORTHWEST Exp. 3/31/08 - _ DEPUTY DIRECTOR OF PUBLIC WORKS � `' �.- �r--� Q ,� MI AE L A. L AN TRACT 23992 PHASE A CORNER OF BRIDGE. VERTICAL CIV1�. w j•• DATE COMPLETED `� R.C.E. 43090 EXPIRES: 3/31/08 R.C.E. NO. 19744 EXPIRES: 09/30/07 W �-�98a-:o- DETAIL SHEET I Q �1 NO. OF SHEETS ELEVATION = 1007.337' N/A F �A .. z" ----------- FOR MODIFIED ROLLED CURB USED IN-TRACT. 5+19. 10 RANCHO HIGHL ND /ee c 14+48.27 AVENIDA ABRIL 11+14-95 CALLE CARILLA (NORTH..,.,, '1097 ,,"l 09 6.43,FS =11+79. 13 CALLE CARILLA (SOUTH .22 1(90 1099.68 FS 1097.45 5 Gomm ........... m Tc sommo MONO % 1099.41 6.� A% ...... TC -1,098.46 j, % TG:,-,.,.11, To N 000 .................. L X:,,,,,j S 0 U T amme MEIN* 60,0 come MONO:.�0700'1.- ............. CALLE CARIL wow WA CH ow % k4l 49 1093. 1099.4 �_�__70 .......... Fc I ft 0 -mom I 0+00.0 $TREET "E" ' TC I 1 ow.00*01 1 1099.59 r1w )9 TC -11+41 .46 CALLC"�V�RANO 7 +00-00 6ALI.,g CAR I LLA 2 1 1 12 TRA 19 T TORM DRAIN 0- 4mme=moo 0=00 doomo now*"wo=000 jm i z mmw vwffi*�� BOUNDARY ER SEPARk-TE PLA 2 �w 100.63 FS 4- 1 p, r 0"\ y 0-0 A GPE- 1 0 9 9 9 1102 v mum mum*am'm 1099,41 now*am%* LO I TC ,v- el *&Aftft 7` 48 1Q88 27, 071 ,24 1 0001, 00 ic TC GPE= 0 0 11 20 1 I -.loop- _-q EW SEPA� Tt-'RL I'm \, t 077 "ftft 11102.4 "Oft /01 1(10 a xr-% PRECISE GRADINv -7 uj now N3 56 1099-331 7;: Tc ............. 055) ftkft OF REC, CENTE TC -42 72.oo Ci R J.. ...... 4apow 4� MOW % J! iu95.01 Iv 3 191--- % PER SEP. PLAN N PE G 0 6 1.102.04 ......... jogg. 40MOM 10 TC 32 11020 4.02- TC 7 5 7 095.45 ...... IREG",. ,CENTER =me=me mono NEW ...........-T_.- I U99 9 5 "A\ c� X It. 793 W 14� 7 -0 q%ft ;o;_p 10 109 1 0 . 3 0) IT GPE- R, 0 1101 0+72.04 CORTE LUCETTA B 1099 cl =10+00.00 CALLE ASERA /2 V-4 N I I Irc oi X0, 1094.97 FS 1097obt 4", c 43 t 0 d% vo� 5 5 /66 Tc 1 10 0 waft "ftm t TC 66 A 1095. 1099.v, ,i F 4. TC ri I ft 11 oze -t f I le 1097.0 7� =,v=no mow wow NJ VU5 f anew 0~4mmo MOW own* TC lo qj .05 ammap 0 1097. 7 amop ego*amw ame )99 amme ON" wm�amme apose *ftft *now mono MOW" ammso GMNW 0 amw f TC Tc lu 1 33 1 1098.59 1095 81 ................ 7- 1097. -rc 1101 . 8 ftft r 10100 �v 4mme 4mmo Map Tq V L STORM DRAIN SOW' 13 PER SEPARATE PbN wool ii0i ........ v 94 54 104- AVENIDA ABRIL 0100 2- Nk. uo 4000 look* qRkft I v;,%F/ svv A -4 14+11 . 15 CALLE CA RA C T 4000 cot CD' "1098- 10 v ftftft I ok 0 1 49 4000 "Wow 44 1097.56 8E 0.69% % )9.6 TC =12+68.74 AVENIDA ABRi TC GPV II/ le LIA X11, '1101 .0( Q or -1099.03 F �Ojvs GPE $A 101 MONO amm amme GOMM 4�MEMO�m�m W�mono 4� TC % IV '1097 48-/ mob 10,99,01 % '1097.52 *r IVK 0000�� wow fi 4098, 68- woo woo I TC 00 109 19 low- k 110 0/ 1101 .00/ 10 6000 amomw 61100 40,00 40190 c It ::�,.,_, I 4n Joao*s,000 0080 jo TC % Tu SAW ", 11 /.1 0) C lki V:s, ftftft 00' a w1v Wow mmm amm le 52 Nki: P C) 0 4001100.74 11 .7, -FC % XI TC mom ammme ...... 3, 400 VE DA AB 110 1 a 0 le 9 yt, 41 /4 ....... 51 mom onno dumam"we -7, 10970 If 00 A R__ CA 50 0+00.00 AVEN DA CIELO N, t -mow* k Tco 100. "0 1100-22 '100. 18 1100-67 FS -3 35 �RAIVS �El? 1099 'Zi rA 1V0.4 ..... ....... LL. 1.09a, 9 fu % V & .. ........... ....... ......... '1�ki 099.95 TC IN M-A�i:��,,.`_ 4­�"_ 0 j wmw=me mom* OOF I.J&.J1 b., ,1�al,4 4, Ilk woo ftft* oll IOU j 1100-28 Tc ....... 11 TC _71,*, 11099#58 Tc -.1........... ....... ....... 0so,66 too' 7 1 .0% 110 w- '11�, 1:,, 1". -x, w x"p. 444 No& 1100.42 fol -, - , ­�' f % % TC TC �A ...... 6 c A VEIVID WOW X_ n� M, 'w .......... .......... .......... "WO .......... ............. 0e, ............... ........... ...... ............ 7, ........ 4-1; .................. ......... -2 .......... ........... .. ....... ...... . ...... '9 -1';- 14 uuu r4 -T ......... Vot :::�, v-z-�� A% _71 .... ...... mom'."Wpm,, W. or zz ........ _7 _91 10 T Ar N. .......... ............... 71, ................. .............. ...... ................... ......... ...... V. - ,j -W ............... ............ A ........ 7 4- 0 .......... ............ '4��IVI ir ........... ­­,li..w kiZ ........ ................. i"N r ........... ........ ....................... ............ .......... �5% tkilw N ............ NS-L Ln --------------- __7 o ........... �7_5, 9 4p. ............ 4:4", 81'"o- 4-, e 'ill 2`��-�,"I- v 4 14 �K_ ................... gz­ Ni, .......... ....... 7. ........-------------..................... 70 _7 ............. .......­­......... 77 E MA 4e 77- 7 ...... go R T ...... z_- A .......... -7" _7� CA f c ......... 5 4; q 191­ Owl 7::. 2; 7- it' 110. 0 ............ ........... N 1070,;'_ TR CT UN Ry .......... A A (b ......... .......... ....... FENrl�', x NA > .......... ............ .......... V, .......... ......... ........ .............. 0 1�J6 .............. CONSTRUCTION NOTES ........... 7 :A,.>�. ....... ..........,,� ............ .......... ..........­­­,­..,­­ ................ ....................... ........... :­­....... ............ P/L .............. !691 N.'t ................... ,_44� 0- .1030 " FABRIC COVER 0 PATIO I FENCE < GROUND 2 DRIVE 19 10 PATIO MIN PAD r* R/W R/W c\j MIN S. N, TOP --VARIES 57o PAT 10 VARIES 11 PAD 71 -.00 F VAR I ES PAD e? BAS I wl",� 0 PAD 0 PAD cr_ SECTION AwwA *ell RIM NTS PAD 0 Cif 0 '1� PLANNING DESIGN CONSTRUCTION > _j -SECTION B�Bp SECTION C �C SECTION DmwD SECTION EmwE SECTION F �F 0, 11101 30 0 30 60 90 0 40810 COUNTY CENTER DRIVE NTS NTS NTS NTS NTS z TEMECULA,CALIFORNIA 92591-6022 < _j C:ONSULTIN(B 951.1376.8042 a FAX961.676-7240 a www.RBF.com L D06"If;31G)q CONSTRUCTION RECORD REVISIONS DATE ACC'D DESI DRAWN BY CHECKED BY jqo,� 0 LD06w032GR SCALE R : -DATE: _�Vlsleg LIC WORKS NM NM�JE KH CITY u" F TEMECULA 11/06 RIF REWS60 PAP AND OAR401 F400A 4 0 7p 43,RMS806ARAde FLOVA LOT J;4 HO aa 0 v__6 h T_ 6� :;plol C r" ACCEPTED BY: DATE- C.2 ROUGH GRADING PLAN "i E _40 DATE- "07 ISO PARKS AND EROSION CONTROL PLAN cp M A. 7 On .. TRACT 23992 PHASE A N/A OF c 43090 EXP I RES: 3Z31 Z08- 19744 EXP I RES: SPE71 PL S F E T ATCHLINE SE It „. l y i 3 . q t } # s j f ,10' `rpm t r sI .1 ,. r ;i 1 c- /11 t `mow•• ' "." rs,..lio-�•w'.a.i vv " 'y %xi '4 *'4 RANCHO HIGHLAND w�: n:k:/ ­­ " ::: °�' {a1,. 4. ; F� R/WDRIVE1. �. ' � , I IP ; �:�\ ..�• ,rI R/W .oro- w.=nnw a w ,.",.,.- •�,..�w I'll } 1 ....�.__ • f , i �{�,/.r °m �nA" "°`*>,.. a ..,,n`r --.-.---,1- -�� �d�� F Ny,,.-... , .....,,,!FR i "'"" R >� ,4} 1 4 j 11% `wwwwwwoww e* `^;e...,,,�,,, -,%, e M• ,,_ �.r �" _l;, 4-�Ne,::• I t� y� �' �1 4 �i`�` ...,ww. .,. ��4,, ,.,.,...w., s�°F :sae' p _ T^ ;gym ; ..,,,„a::,;n,s':uwwwaa:rr++u�' 1A D�� 1 vt yy�� ='y r,,,,� �^ v... ....-,..,...-._m R_�..•....,..,w iyy,.w+',:iJ•^" •.' :�ef.i:,'.is<��'4 .a_.-Y..N. •�,,.,•J", w'"a . `/�j� mL _` s4 S't � ',�y jL H `Al t a 0 � w t i< � TOP �, �._ -.� =F4 ---I--__ ; �_. ."."",.,..._... � 4 . v 00 Rp,NCM4 R Ap­!_ ­%'­­ �% °' 1 1 �- �Z \..� .,�„ .. ,••r,,. , .._ �0+oo, A �1STA, I, ,F P/I -rte1 �i I" �" -w.. `..�•. ``. ... O• r L "y �, xm - �� a . 4 115 1%* f I . w n2 # _ Ir! r 4 1 ,I/ '. I ""yv; „;un ^,;;;.:,a„ !kY.�.•w"` ,.. " \ ;rcr,u :;:�:laivw..'�v +.,A'ak, t. „ .,,r<"''�" ^• .......... ; %�\ +, ~ C140 12, .► ..t g 1 1S , 'I, '1, VARIES .�e.w�. . , 04 - 109/.67 �i '_ . Tr R �14 �, �4. 'r .e 4 `�'S� PAD 11 T �- 11 ("`�`, t 12+28.54 RANCHO��Hwy GHLAI� DRIVE 1113. 1 Fr r�f \. �, • i -v /' `-. f t / .P f f YES w.�,.",\ ' . PAD tij � „ # - 4 ,f 10+� .00 CALLS BON I TAS r (" 1106.3 TC w, w, ",� s ,� �, , , q r :. 110 •7 .,.. .----.,....,. .."� ,1 °*� W)-,\<'17R ��� ,. T- v.".� I � �a 1106.11 E�� � - T C 110 ,..9® � � �, � tt� PAD Z , ' tr- 1 - ,." ""I /�> -, � '.. bnp.n.n�, �� t 1100.3--- Q 2 c� r - i c. m.A ill, 110 1 M �� 00, // .- � TC � �, 1I � -� `t •� t-� 667 ^,.....,.Z. •� ,,.b �� ,,. � i, >//>1/f/��f % t k -,-b .._ y am„ N1 �V { • .w, T /(�^L�1 //TL tet(/1�/» -. �,�r {f"�� �'` xnx�. , "'.^w..�,..,,.,w �'' i 05���V � �� () � ,M:r .k„n.ww�;�5a,�,a`�,»;w„+a,:iw iiklcaaAu °r. `��TMn...,� ^ ,.r � 1 1 1.11 t ., yi�1.J � '.. r w ��„.,• �.� - 11 .9 4 r,x 1„ 1 6• 0...". �. . 1(� �r` r r _ti w � � F,M�. .„ .w�� 0 2 V, , '`:-�- __, y 1 U�;� '; T ii, � . / -�. .,, a .w a Tc F. TC c� _.. �. c I �•: _ ,w 1 X1,05 0 -j 2' y ,. _ 1. �_ �e SECTION BmwBa n,__..,,�---­ . _ ....m .....-- X� {i r � " e"r"�,"'..•^,�......,. ,,,,�, 9,• ,�., ,....,...,.IF- „x_ _,.• rte•.:, �-. ` , p -.1"- ow I= r: ��� „r I , NTS / i / w..K,r,.. . . �- "` 11 U8. 8 }q �� �1 q� } _..... .,.,!- -` L 37. 12 s .,..r. r p � 06.6 1105.5 1X106.41 L � \ , NTS j � .a - M�... __._..x_.. , -- w �.• F y w 06 F 1 r x �. . FS � .w �� F.P 06. ® 1 �,�►'� �" 109 4 F 1 _r 6 �_•_ . w_t . G 11 w �. O6 6 _" ! . �' •►�' T 1 1 3 .. TC \ r r r / :. 1102 . 0 ..•' r �• \ q 10�. R M ! . : 4 4 ,- r r/ I? 1101 .52 1101 .52 ..�, \ �'' � ,\r _,.,.. r .''' \ L 4 � ` 111 d.001. k r ( i "". TC rC 000 X; 1107.97 FL I I � . i ,� x,01 k , 12 r 4 r � , � 5 TS ¢ g: " '- F 1 1107.97 RIM ► , :, °y F f r` ! i 1106.0 \ r � •■' g _,_..�.....,.."._ t \ \ \ \ f) -1 dow � \ "; ,j. ,F`� ,`�� / 1 \ .d" ft 01 1 W/6 gi.0 1 I •r� , ,4 r 0 ^sy /,�.,,.,,%�`ri , G 'xL -� '7 ? -f, I rI 60 \ �a 11065 ,ti r ; , . ,�.Ii - v \ U \ T "" RANCHO HIGHLAND \ r \ ROAD I j �= � \ r \ ��.w-_ � ,s ��: 1\1 R� � Im �y F Jl � 1101 . 7 11 6 . 5 �) \ � ',(� ft /I/ \ , r \ r 1 1 10.5 . 4 - x t ;. R/W S fftft"NIJa� Ij � "ImmI sf r ` r \ � 4V� \ - 1 ,.wr.._ r1� 1, I 7. X t, "00 E''{ i� 11 r'"44%ft / F .►� r0 �4 .Zr \ ^_ 105.63 '" ' \ ! .. \ \ N ftmft 1, :: 17,/-... \ . 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' 1104. 17 g r 4 �y'� , �'. �� 1. �y\/01/�)/;/1\�/)/;// PER PLAN ' . � .► A . ... 4 t:s 4 i \ OOOP �o .23 C�ALLE E�TRELLA .0r *vow4 \ rc, 1 . r s n� } 0\4 \ wor doo -,N-.%.,. � k , \ , \i4 k N I '1;:-,. N.' A V I 00.64 5 5 .27 AVENIDA ABRIL T 1100. 7 FS �' w01 \ 91 ­­., ,0 w t 1 _' C ..• + E CR T SIAL .• � 4 1.2.2...o_. .► a �� TC ,� 13 14. 10 CALL r1 r r. rSECTION HH \ r f, ,� 1 _ r --- NTS ! •�' I _�. 3 --10+00.00 CALLS BUNT TA '(� 1 1 .0 ,. . / 11 U,�. 1. 11U0. \ r 11X3.29 FS !!\ S �, . t� J � TC \11 1 .27 \ .110 1 3 ! ,N,- �.. •� 1,. _._ C� AI•Z,.•! 110 5 . 4�► � �► 1103. �1 ! �,,. �6. ��� 4lom ! r � � # z r C ­­­­T� \ �"> � ri r\ 000 I--,, i -. \ ...;,::. ". ..... 00010 / r �� 33X'or . I" /., I ., 11 \ toor!4��,,,7- %\ \I I zll11. 11 % .t- IvA "' `1`1 , 11 a -� r fi R/W A ' C \ .. 1, \ . ,il,;'r5w",P r -.,r T TERRA V IST /%% 1\1 •42 1 101 .6 I 11 P y.� �` � ""�"�� .�' 110 4 . 7 " ar r -� , f� .�rt � � �Y�s ,,� ROAD �� TC �� �.. ���. "f� r\00,00x , w . I 11 1 .54% ------- f r K ,�, yA .T r .,: FL`,��., .� ,�. A .. �` 1 X 02.oo r �' w I-", 1---T F-, s� TC ... \ .,11? r �M - � I a !/ TC r w..,w. •2\ / -:,,. 9.. § 0 !�• •M�I'Y+W "N,+w .� " r,nx�w .Y M Mw,ww ` �' w„, , 11 56 94 CALLS CRISrAL .� \ ",.'' :,,�". . �. �: P R PLAN \ / ,_� .► Y VARIES E 4,, w, . ~� C A L L E E S T R E L L A _ $'\ ms,,µ;0�,�,---- n'"r W � M,s^''"." . ,..1'R,./M rr ,,.> .." w .,�'"" _,,,r'" r,.x`",. OQ / 1 1101 .9 �+4 Q� \ y �'- r, w, „M �." t,%, i ' G • �' \ 110 3 . 9 w� � ..:_' -,r . „,"".,, 101 . 2 FS / �► \ �1 w1.05 .�`� -. .�- ..T F-- �.' ..,T .1�w-, �'^' . I 1102 . 6 r,�_ �. ,. �, �... I-) \ �:­,­­:�,,�,� r �II Y C K'Yynr ,.` h-,,.o- ��,,.�,rx 7 ,,.,, G--­­,­­,.. .� r,a`" .�,1w:.,1 3o DITCH / .'' 3 w•r ����� w�. ,". x ., % /�y'1 "'fl- ,. �j �� ,,i .,� '\ ! \:: :: N 000 .rN'"s s• �.r - �,N'r� n.,•F' ' ",..+ " :­ �lN 6 TRAIL \ / • 1 r !6000 - w_,,,.. M�wx" - �.�_' r" �I -s N,r - olk a - .�► N W A N I NG WALL OM1 \ „Mary 1 . �,,�.► .�...w\ .111 ��. :..-'- ".,w �. � � RET I ( / � '�:y ?•a '.sr'•:✓ 1:"• •.+""'.rF Ac rs'>•,1 "`• .a".',r:.�',F=" . IJV .. ..,.a". ",,,> 4I J0 I N EXISTING SLOPE �� / 110 30 1103 s� ,�� �" w- .'w " �;w 6 0� .r• .,,.., .'�;, `:- PAD 2% --�--- � /-- TC1. "//. � � I E �" w, � PI W,O,-" 11 1v . 1`� w ---� MAX 2 . 1 SLOPE ` ./ \ FSS!^ ' � � ,11r ,1 .:.��.. ,..,."';w , 0 PER PLAN % 1-,,- ! - .. a� `'>". " d""r.. fix,+ 9 Er„`..r".'"".,.,"'".r" ,,.r �..'".�,"'` •,r�"'f�" vY. .. "'', ".>"''."° ,>�'" ry.. ,M • 4mm w �"�"'--„ .'�-. 110` 39 \ �► ..- �.x�- ,� " -' "�r•. "�y F N :• .'r-11--, �.. "� r.. (�^ • �,�,,,, .! w ,.d 1f � ,."` "� �rF' r.^ ". :., •• .• , i��S ..."",� - �,•"�`"y a�.,,,•"w-r M`" 2 . 1 MAX .,,.� "'�„ '1 1 TC ,� .�••a"` d `("^' " e �v'�•' �"" �.,,,. Ile.ax ,"r. w 400000 . 1-1 0 ( I -,f-,..-,".:,"` . I 0 .r 111 .. T ?CUENDARY '�>•� i •`� "y ?`,.. :": ��„�...�2 �"''��Y"'r" r 1s � ,"�. •w"„s '1-11':,,,,.,,"��,"""" EX ;,� SWALE PER PRECISE �. �(°( �� y R"" �� �' - PROTECT I N PLACE .,._„,".., „.,, t4 ' '4 ,+' w,..w"",�'w �" F.1v �'� ✓" s'` �..'• �rx' �„,� r"" ! ","n ,^ GRADING PLANS r111111v e 110 5 y a 1`' ' 1� • " .✓` ,f Y- r ..,.�„` ",.r.- f. ,,'°",,sA sem-:' �,..+'�',�- ""�..w--'w"" •"' S r• ",d"r ' _��`.. � .r-,, ,.Ie,' r" sd"�r•WV"' ..,""N" ,wM"'.'R•• �, � rat' , ��- J ""r r^ � ,<,' ,1' .,"'' �,.,."" qy,•' "1111 �, � ' FS r e""w✓'n.m"'. '- ,,.,r' .✓`�¢ r �,a" �ow,.>r '� ,+"'. i fR--i-.11 1111 , ry' I WE= I 1 36 "S f ,,.• .s'^"W ti r.` ,.x „v,-• yr.?`R,.s"" .r*- �^".•.✓'r`•. �`e ' It SECTION G we G 1 0 31�. 3 c�,,,,,.. ' P = / r r '" ," F�, � " "r Mme. ,• w r. M",M,w' 1 110,E,s 1 1 Gp - \ 1 , ",,.�. " , y�. ."r~ p� NTS f 1 � �, ,-.M", ,. '. t, 1 r r it l jj ?w",,. � d %w 7 1 . �����, ,Y f f\/�Jy/ J'r .P {�J}� ,:.,,. .,.� ,.. PO (1) ;.f I 1 1103 . 3 f1 - i 1 1 p 1. M ?'H; it ..� .,,Y••"� y1 A r ? ' i r. (0 / - m .5� T I t $ 7 F f 8 orb 1"1I \ � � r e4.0, I � , � � %I fs�f 1103.08 p 1 _ t'1 1 ,, J ,r# ,i, �; �.� TC � y 6 TRAIL--- I c . Ln I 11, I 1. F �t 1 ,F�1 } f G - L y = r (�' ,il ' 0 e 3 Y s ' i ¢ t `Y M P I 9 03 1 I , t i t %- "'um ftft�ft'n.f,,,.1 X 1 1 .09 104.23 1 f 5 � � d �I I#7 jy fI=rt I 1 i f { fP. • �J 11 i I 21 TC --. �.�. 1 " >- �., ' € 6 PAD toM . ...::. t rC It / '1 P.QN-l' $ , H . , �- yjF s p % AVENIDA CIELO � 1103.67 3 5 11®3• 1 c r€ f t e --10 X00. 0 CALLS C TSTA 13 �-- � ; # � zy q Q .� rC _ -f I , E IIlG t i a: Or ;lj / 1103.37 FS �- 1 00 FS E VARIES PER PLAN ��. , F 1103 .. ; F ` . % � �13: rC .--.. F i ( --­-� - ====:==1;;2 : I --w--111 -mftm l !" o - I � I+a N%% ; ::== /- come amap commo 6,00 ammo mumplammowo 7 1 i! 1 --- 't6 1 1 0 •4/ 3 L € 444 r 1104 � �' k r o ��r � ¢ P 1 } 3 S t ; N i � T t f� 0,30" DITCH TC rC - F 1 -� � � . y9 6 TRAIL _ x I GPS-- _ 1 _ i N GPE iI I i f 1 I I-�--�...........,...r, 11 C� 1 c, \ I 1103• �„�,� � � owns 4 �,�,�,�.,�,,,, I 1 � � � � � E T -� RETAINING WALL � / mmao W=4Ihil I -A 1 1 JOIN EXISTING SLOPE .h . PAD 3837 s � pp ,� 1 I � . P 2� I fa 7 9 # SSS r . I I . ` # . ! � _ -.r - � N �� MAX 2 1 SLOPE fi I I PER PLAN 1 103 . 6 Iillii, _ 1 \ _, Q �. I 110 4 . 4 � / - � : , I / ; / f I r I � a 9 2 -01 MAX I I 1 F III Q r � e y � I x� � � \ � F � � I � � � _ SWALE PER PRECISE Iy 1, ill - GRADING PLANS . .- J`"'-'`�.'"' ...r.--,--�- \%.w amo MEMO�O.r� ���� ~gmmw ~ t E 4 ,6000-,�-"'r'�'"''�.' `� � � _ k � � � F � 9 0 � N :. x i 30 0 30 60 Mw..._. _.,., m,_ 1104.86 FL ; : pp . 1.10 ..,•8 I f ff? J�j ! r I f ..", 111 Immosompo� t� �JO � ESIw�w CI..TC � - . mr, s .w ��.: € I w� w� rd' SECTION JJ _ E �� w_ „ ..•,�.: �.. " _ ^t .r o p GRAPHIC SCALE ,..-�''" l _.v A r j?"mss' .....,.„•,•,.n,m.. ,Mr...w.,,,+, y,,.,✓"^„P' "3 (fk`1$ , d 7� ::`cease,'-w,, +.,,, . `' O', /' ..w.L.t:;. ..... w,,,, ..�«n,,, I 11�. ,.. „s¢!..,':Mw .... '[ ! t {" l . !� F L�www.wwnn..wL n NTS .�. .�. _._. % ` ::x � a 0 MMM Mme. 'A',., w _.� ., _,r..._ .� w ., S i i , ' ' -.,«-.nye 1` -• .w^`:F`.r.f x� ",­ 'an .._............................ .. �Y � _r.", " P'� t #�., Z i. {fr f',f ,., 1, k!.t,i &'li'R�aA.aii'CALu"i^,"r'k..'.waF�'ry. �� � rl � '1 4 a..rr -,..:-1-11--.1- .1, yr.,ryn,n'„i'„ew.eypy_ ...: ej• O ."" ¢r .,,, ":�--3i`4-3rtw."..kw","n",4k.Y•,i�urr,¢-,k '«�. _.e ,r••••. _n, �'r"p { T I. ___-, .,..,axe,.,w,.,...x.,.-�,,Is M.-�„ M M - E NOTE: SEE SHEET 3 FOR MODIFIED ROLLED -..�. ,,. .d'',..t i "�'�°},,�',r'`'�'j s+'? ,•,.,r• y,�r w,. _.,..,. :,--,-,»,......,,., 6661..,N.. .x,_�� ....»,_.�,..._...,.,,,,.r ",,s"' � '`tr w • 11 .$.� t = u...__,�._..x., ,r,, ,.,.. .m CURB USED IN-TRACT. / r .x j 131 #" F / r e'r 11 f'`f^""" �' s .0 x "r, r,�a.�se' ::(+w'� .., yy,arw'd°°`. •,.M.",aH„"w, PLANNING ■ DESI©N 9 CONSTRUCTION jCONSTRUCTION NOTES . .1.)'r, r t/ " /. / ,`" '° 1 °"' "� 0 J F V V 304 TYPE B ."`Wi',� F, i�. , � 1 "f s 4� fi, I T OSCULA STD. DWG. NO F. T ROW DITCH PER CITY OF E C ) �� lF t f/ ��' '�� ,f a' t;t l Q 1 CONSTRUC B ,, ,. ' rr . =F 40810 COUNTY CENTER DRIVE r ''` /, " a� J r r ■ 1-6022 a'�t "f`, / i 4f fE 1/ TEMECULA,CALIFORNIA 9259 x , , .. f' . D CON 5 U LT I N C3 951.676.8042 ■ FAX 951.676.7240 ■ www.RBF.com Q C.) BY REVISIONS DATE ACC'D BENCH MARK �f E S s ja DESIGNED BY DRAWN BY CHECKED BY LDO6moO32OR � NSTRUCTION RECORD DATE GO SCALE Q N9 RECOMMENDED BY: DATE: DEPARTMENT Olr PUBLIC WORKS N „ D e NM NM,JE KH SHEET NO. - T-32-81 RESET 19$7, A 2 1/2 DISK �� �v A. ry � � N of o IN CONCRETE WALK NEAR THE HORIZONTAL , PLANS PREFAB UNDER THE SUPERVYSIOIt CONTRACTOR INTERSECTION OF FRONT STREET AND .._. Ln ACCEPTED BY• DATE. _ /� ROUGH GRADING PLAN 1 - RANCHO CALIFORNIA ROAD IN THE � m �`� ="� � � AS NOTED � No. 43090 DATE: I RONALD J. PARKS w� AND E R O S I O N C Q N T R C L PLAN Q SIDEWALK OF A BRIDGE OVER THE Exp. 3/31/Os INSPECTOR il DEPUTY DIRECTOR OF PUBLIC WORKS a _ -- ._=_x a Q MURRIETA CREEK ON THE NORTHWEST � MICHA L A TYL w s �, TRACT' 23992 PHASE A o CORNER OF BRIDGE. VERTICAL CIVIL 91 � 09 30 07 r�r. ="i�ea-: j DATE COMPLETED �` E� 43090 EXPIRES. 3 31 08 R.C.E. N0. 19744 EXPIRES. / / �, 0 OF SHEETS .. N A OF CRL1 R.C.E. 0. •--- �• z ELEVATION = 1007.337 1 A RANCHO HIGHLAND " DRIVER/W .: ' R/W y +,_ ��� n_ - " . y: -- -_ X111 .61 TC Krr Y,,,,n r r_,y w. ..^.._"•' ..-•..-..'"',..+-._ �°.+M ..r,r..w..w+" AND h., TOP VAIGV _ 1 1 1 w - ..,... . .. .. �_ . w.:.-~- -•- � .QCT -- ' 11 FS .d2 AND _ 13 _ µ.. __ �_ + . AN------------ _AR ES _.__..._W. _ _�,� _�__.w_ _ .V I 1097.87 -._ .,..�,.a. � � ,. 1113. 11 PADTC , 12+28.54 RANCHO HIGLAND DRIVE 12. I4 1108.36 TC _ w �, /, ,. : . 1 D ate GA D i _ 1109.7 M _ PAD �/\\/�\�\\��\�� � 1106,11 _ TC 1108.90 : .. ES - _ N . 1100.32 - 1147•13 , PAD w. ^""'• _� _ _-. 18 a3 67 TGA C\1 LTC, �• ' .b Aj w_ , w. 1105,18 . � 1116 \ \ \ h/ -� 1 1 �'�' T . . 09 .. 0 SECTION BB _M 1106. 0 �- .� .�, _ 22 .� �, ,.... w. �u�_._...___- 1....r.15.0.50. $ � , .�.. ,. = 06.6 1108. 0 44 1 NTS �..�• •.A.. L 237. 12 . � .� �, �, �, �„ :. �,.. , 1145. 1108 41 NTS r 5S r -.� 0*0 FS FL FS 1105.5 r0, •�. 1► 1110.4 RSM 110 . 0 T 1 �►�. 11 06.14 1106. Lq!! �. " 1'108.16 FL FS I .. ,. TC 1 ... ,. I` 1102V �} .. � 1 ti 1110.�� RIMS, 1118.0 , 1 .52 1101 .52 .• •' ..► •� 11 7.97 FL ` T ,� TC 1 �`� �► 0 TS r r ..►''1 .► � 1 � .► 1107.9 7 RIM ., r .. 1106.a ,,. _ .► tr 1119.3 I 1106.01 TC ..► 1106 . 5 Tc 6 ► r I 1 1 1 07.7 FL RANCHO HIGHLAND � �� � 1 ` ,,� � � � � 1069 � .a . �•.8 wR AD 1101 . 7 1 �` 1 11 0 5 s 4 r. .�... 1 '� � 1 11 '� RW 11.0. 8T .� ,,• Z� 105.83 .. .► "Oft . r 1 i 00 01 1 C 1 1 1104.86 , .►' .► 000 1 .o .. ,� � T � goo •�' 1'� d ! VARIES � � � .�•►OF 10A ,,r ON -top-,,-- ,�' .' 0 mop .'` 0 1r' .. 06.0 ```'o 1120.5 f .- ,r � ..,,. � 1 ,.. .■ 1 1105.71 1 .. FS .00. 6 TRA I L- I ► �'�,,,,� ..• 000 � TC � (D,30 D I TC t � ��� Z � ,. ��•• � ,� 5 ti p� �.�.� �'' 0 1103.54 .► 1 07 . FL RETAINING WALLa ON" '1� �' .► ti 1. 4 .08 \ r A 6 TRAIL ' �' �. �.. 11..01 . � � TC � �� � \/\ �► '� 1101 > > �' 1.10 6 T1 1% � , � � . E � � !� 71 MAX 2 . 1 SLOPE 1 "� PAD �... 1 1� r . a ••�► . 1 1 1103 . 7 r � 113 ® � � '' -...� 1104. 17 ��? ,�J.. 1122.0 PER PLA ► ,►'�' 1 .► j \00 moo.,. 10+ .23 CALE ESTRELLA .09 TS > > r 00.6 �15+ .27 AVEN I DA ABR I L 0�'' e � o �� SECTION •+' �Q Z_ 1 4 1122.2 .. . HmmH �' o 7 FS aw Wr 1 +14. 1 o A LE CRISTAL -� o TC 1140 s 1 .< ,� 1 TC 32 p TS 4000 �' 1 0,,, ■''' = + TA 1106.0 � 3 10 00.0Q ALLE BONI NTS .►4001114000 '.•� ■' �'' ..'' 1 .. ''►�► .► 03.29 FS .. �. 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RY � � � T Ac�r o DA MIS �. r ! 1 � �r 1105.75 F� 103.Qo TF f ,. � .o 0 r � r ._..:��.rf.�.� ACE � t 1.10 .75 TW PROTECT I N PL sWALE PER PRECISE � r �'"" r r 1110305 110 4 RIM GRADING PLANS �1 r 45 OQ r � r FS 1103.0 0 TF 4 r r r 1105.58.FL E r 106, T1 r1103 . 3r GP r 36 SECTION G�G .�pQ 4� ,�, r 1108 0 RIM Q X0.3.0 TFNTS i _�. r 1 .$r1 (TYPE B r 1 r r 1103 . 3 3 r 0 13BROWDITCH NTS 1 1103.08 N r TC r r r r 6 TRAILr -.1. .ws"m wow= r 1 0 .09wmme aloft mune 04. 3 .......... 1103 -�,--�.. TC r - PAD TC t-�.. .11105. 5 FL TW' *� AVENIDA CIELO 0�. � i� 1103 67 4 RIM M \�`• �, cv 1103 5 �,v 110 W. -10+00. 0 CALLE C I STA TC 13 �-- Q \ \ 1 • 1103.o�`TF O,,f,/\r VARIES PER PLAN 103.37 FS �t O(3 FS �..:. VARIES PER PLAN �ti 103.5 • � � N 0004• .4 •, ' ,' �' �, • PAD TC { / C7 Ln .MN. MEN- ..�.�---�-"'.' 1103.47 r 1104. CD , o 1 30 DITCH- \��/\��� / r / ,/ TRAIL �/� I cam: le 6 TRAIL \/\/ - CPQ , 1 0 c� \, 11 O3. 0004,,0000,,,,'now-� .. ..,.�.,,0004,, RETAINING WALL RETAINING WALL /// \/ �����„�, ,,,,...... U9 % % JOIN EXISTING SLOP38 E .,.� JOIN EXISTING SLOPE PAD 3 2 c� M N PAD 2� ,. 12" Pvc 110396PER PLANI 1104 . '�12 - , w U)2 : 1 MAX 2 : 1 MAX r � WALE PER PRECISE °T E PER PRECISE S 1,105.04 FL S W A L �.-......�„�„0004., � z GRADING PLANS GRADING PLANS -�-r-� I 1Q6 q R I --w- -.,One .`"'now•..-- ---�'.." 1104.86 FL 30 0 30 � 1107.04 RIM 0 1105.86 RIM DITCH 1106.86 RIM: oN EXIST.- GRAPHIC SCALE T1 SECTION KmwKo AT'.1104,:5 FL N7804 PQ 0000_ _ NTS ... NTS 54-7 . , NOTE: SEE SHEET 3 FOR MODIFIED ROLLED d _j ap :.r.... R CURB USED IN-TRACT. PLANNING ■ DESIGN r CONSTRUCTION 0000 0004 ,CONSTRUCTION OTES 0000 .01 12 INSTALL 12 PVC q� _ Q 40810 COUNTY CENTER DRIVE W DITCH PER CITY OF TEMECULA STD. DWG. NO. 304 (TYPE B) ... CONSTRUCT BROW � 0000 TEMECULA,CALIFORNIA 92591--6022 LD06483GR d G C]N S U LT I N 13 961.676,8042 ■ FAX 951.676.7240 ■ www.RBF.com U DESIGNED BY DRAWN BY CHECKED BY LD06,432GR DEPARTMENT OF PUBLIC WORKS 'Q'%F CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE Q�O� 5 1Qy RECOMMENDED BY. DATE: CITY SHEET NO. 9l NM NM,JE KH A 2 1 2 DISK �� 1. A• I o 10/06 RBF /1\REVISED WALL ELEAVT I ONS, ADDED 12 PVC /( T-32-81 RESET 1987, � ��, ? � IN CONCRETE WALK NEAR THE HORIZONTAL �`�' �� �� PLANS PREPARED UNDER THE SUPERVISION OF Ln E FLOOR LOTS G3 64 --• REVISED GARAGE y T BY. DATE: ° c* ROUGHGRADINGPLAN - CONTRACTOR _ INTERSECTION OF FRONT STREET AND �. ACCEPTED � U I RANCHO CALIFORNIA ROAD IN THE � No. 43090le> RONALD J. PARKS AND EROSION OONTROL PLAN AS NOTED ABRIDGE OVER THE � DATE. Q � SIDEWALK of Exp. 3/31/08 � DEPUTY DIRECTOR OF PUBLIC WORKS Y_•,•. .•r:::`• INSPECTOR ___ MURRIETA CREEK ON THE NORTHWEST MI HA L A �LMAN d`-: •:;-: .� TRACT' 23992 PRASE A ELo 9lF Z08 CORNER OF BRIDGE. VERTICAL CI V lti43090 EXPIRES. 3/31 R.C.E. NO 19744 EXPIRES: 09/30/07 OF SHEETS I � DATE COMPLETED NSA �F C��- ELEVATION - 1007.337' MATCHLINE SEE BELOW 4 0� V, --'e V\\Xv . .......... rl`94.1��,;oe, ` ............. .......... b 4z, 00 N� 60 lip. if ;Oor 5� .......... "p, / V % 4 NN�N, % I u TOTA W 0 v 0, /000, N, X 1, "4 2 *?0 el *740 �N" /000, % s x 4 Q�SILTING BASIN "4 N." w �4, %s �zs Nf.Z a m AqV S, F T `7 VOL AL=Oo45 AC N, N ...'t;. ;;;01 X Rs� PE I NG'fLAN R PHASE 2 GRAD 1J y 7� "N� RQU�LITY 151 !7� ,A\ I N .0� % d:, VqO, -F V 1,53 AC p .....'53 A F A �v Vr 'Pip f V At. Yp ......... & Ll. Ll. 4,, 000p r()O �v \N 7o t0 got op "1.......... N 4q ff 3 'TYR ip A 4 & or 0( 36 A 4--, NG'AV A 0`RAV A *% '6� lk 3 N', A N N or '00� Z4 64e 3 49 % 41 4F ........... IN. �1 _" 11-,. ,N_,_1% 16' " 0 0 >11,10 0 rp 4, is r F 110'k 0 0 L 9 ? (D % tN N 150 100 50 50 < F 0 % C-4 /r if'0 1 Ld V) % Ile ............ iF NSTALL GRAVEL BAGS 2 ROWS HIGH PER STREET PLACEMENT cr_ 0 z ........... ........... < iNOTE: .0 . /777 AV SI MATCHLINE SEE ABOVE " BUT SMALLER THAN 6" GRAVEL, 12" THICK PAD. 0 PLANNING 0 DESIGN 8 CONSTRUCTION .1� 0 z < 40810 COUNTY CENTER DRIVE C3 TEMECULA,CALIFORNIA 92591-6022 CONSULTIN13 951.676.8042 a FAX 951.676.7240 www.RBF.com LDO6wO32OR ----man DESIGNED BY DRAWN BY CHECKED BY 00 DATE: LIC WORKS REVISIONS BENCHMARK SCALE 10 0 RECOMMENDED BY: wdzAt CITY OF TEMECnUONLA CONSTRUCTION RECORD DATE ACC'D 00`11:������ NM s JE KH NM 0 11/2" DISK < IN HORIZONTAL 1-1 IZI; 11� i�� DATE. ROUGH GRADING PLAN co-3 --v ACCEPTED BY: '1� < uj AND EROSION CONTROL PLAN SID cx::: A A-A ......... DATE- _... I E < -tt MICHAE A. LMAN TRACT 23992 PHASE A DGE. I v xv 1-f �%,)Z N, 19744 EXPIRES: EROSION CONTROL PLAN 43090 EXPIRES: N/A OF c NV ELE