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HomeMy WebLinkAboutTract Map 29639-2 Lot 12 - Harveston Community Park GENERAL NOTES I. THE CONTRACTOR SHALL BE REST'ONS I BL.E FOR THE CLEARING Of THE PROPOSED WORK EROSION CONTROL NOTES AREA, AND RELOCATION COSTS OF ALL EXISTING UTILITIES. PERMITTEE MUST INFORM THE CITY OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO HARVESTON COMMUNITY PARK 1. EROSION CONTROL IS REQUIRED FOR GRADING OPERATIONS DURING GINNING OF CONSTRUCTION. THE RAINY SEASON, FROM OCTOBER 15TH TO APRIL 15TH. APPROVED PHONE: (909) 694-6411 PLANS ARE REQUIRED FOR ALL ROUGH 'GRADING. 2. THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO THE HARVESTON 2. IN CASE OF EMERGENCY, CALL GLENN HUTChENS OF LENNAR COMMUNITIts AT SPECIFIC PLAN TRACT 2 639=2 (909) 712-1572. 3. ALL WORK MALL MFt)RM WITH THE REQU iREN04TS OF THE CITY OF TEMECULA 3. THE DESIGN CIVIL ENGINEER WILL SUE'ERV i SE EROS I ON1 CONTMOL WORT( AND PUBLIC WORKS DEPARTMENT IMPROVEMENT STANDARDS AND SPECIFICATIONS, DATED OCTOBER 1998, AND SUBSEQUENT AMENDMENTS. INSURE THAT WORK IS IN ACCORDANCE WITH THE APPROVED PLANS (Ir 4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER, REQUIRED). To INSTALL STREET CENTERLINE MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE N0. 461 (TRACTS AND PARCEL MAPS ONLY). 4. EQUIPMENT AND WORKERS FOR WORK SHALL BE MADE AVAILARX AT �� �� 7� c�n ALL TIMES DURING THE RAINY SEASON. NECESSARY MATERIALS SHALL BE V 5. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLYAVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS TO THE CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS FOR AN ENCROACHMENT `` PERMIT FOR ALL WORK ON EXISTING CITY MAINTAINED ROADS, AND FOR UTILITY � IMMINENT. WORK WITHIN OFFERS OF DEDICATION FOR PUBLIC USE. Y RACT 31053- 1 ! S. DEVICES SMALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE 6. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE PRIOR TO CITY ENGINEER. PAVING THE STREET SECTION INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS k DRAINAGE. 6. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END f 7. CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND CONSTRUCTED OF EACH WORKING DAY WHEN THE 5�AY RAIN PROBABILITY FORECAST EXCEEDS ACCORDING TO STANDARD N0. 207 AND/OR NO_ 207A, AS DIRECTED IN THE FIELD. SIM 40%. e. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY _ 7. AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK To CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) FOR AN ENCROACHMENT EIERMS, SILT FENCES, AND DESILTING BASINS, ETC. PERMIT FOR ALL WORK PERFORMED WITHIN THE STATE RIGHT-OF-WAY. ``. TRACT 30668 9_ ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS (*) BE TAKEN M"" '" / ~�'`� Tr �C/Nn MAP 8. GRADED AREAS AROUND THE TRACT PERIMETER MUST DRAIN AWAY FROM THE AFTER ROUGH GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. 1 M^ w � FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. / w^"" NOT TO SCALE USE STANDARD NO. 401 IF EXPANSIVE SOILS ARE ENCOUNTERED. (* INSERT OSHALLWill FOR TRACTS AND PARCEL MAPS OR MAY FOR PERMIT CASES.) �� • 9. THE DEVELOPER SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IWOUNDED 10. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN _ WATER CREATES A HAZARDOUS CONDITION. (14) DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING AND SHALL BE APPLIED .., � • - AT A RATE OF 0.05 GALLON PER SQUARE YARD. ASPHALTIC EMULSION SHALL CONFORM 10. DESILTING BASINS ARE TO BE CONSTRUCTED AS GRADING OF INDIVIDUAL GRADING TO SECTIONS 37, 39 AND 94 OF THE STATE STANDARD SPECIFICATIONS. """ mw AREAS ARE COMPELTE PER ROUGH GRADING PLAN. 11. PRIME cosi REQUIRED PRIOR TO PAVING ALL GRADE IN EXCESS OF TEN PERCENT. , / /�• ,�, '�.,M..y...° :,,,,.,, • '1 LEGEND 11. THE DEPARTMENT OF PIDL I C WORKS RESERVES THE R I(�iT TO MAKE CHANGES x1alOR MODIFICATIONS TO THIS PLAN AS DEEMED NECESSARY. 12. INSTALL STREET TREES IN ACCORDANCE WITH THE HARVESTON SPECIFIC PLANww" TOP OF CURB TC S1RIL / •r f,/.X r�� '�~� 12. INFORMATION ON THIS PLAN IS FOR EROSION CONTROL ONLY. ALL OTHER 13. STREET LIGHTS SHALLBE INSTALLED IN ACCORDANCE WITH THE HARVESTON "? "» - ,�, .. a �' BOTTOM OF STAIR BS INFORMATION IS SUBJECT To CHANGE. SPECIFIC PLAN � rte^ ■� � ' MINN" � TOP OF SLOPE TOP OF STAIR TS ryNull / 13. TEMPORARY EROSION PROTECTION IS REQUIRED FOR MANUFACTURED SLOPES 14. AS DETERMINED BY THE CITY ENGINEER, THE DEVELOPER IS RESPONSIBLE ASA --�'"` .-„ , "^" PRIOR TO PEI ANENT PLANTING. MINIMUM FOR ROAD IMPROVEMENTS TO CENTERLINE AND MAY BE REQUIRED TO RECONSTRUCT END CURVE` EC EXISTING PAVEMENTS, INCLUDING BASE, AND MATCHING OVERLAY REQUIRED TO MEET THE STRUCTURALNM STANDARDS FOR THE CURRENT ASSIGNED TRAFFIC INDEX. �••_ , / , " M 14. AREAS SHALL BE MAINTAINED IN SUCH A STATE THAT FIRE ACCESS SHALL BE `�'� �+ � �► � BEGIN CURVE BC MAINTAINED AT ALL TIMES (INCLUDING ACCESS TO NE I GHIBOR I NG PROPERTIES). 15. ONLY LANDSCAPING CONSISTING OF GRASS AND PARKWAY TREES MAY BE INSTALLED k... -�' ul WITHIN PA1:?Kt1AYS ON LOCAL RESIDENTIAL STREETS WITH M ff SEPARATE LANDSCAPEf/n x " FLpWLI NE FL 15. NO OBSTRUCTION OR DISTURBANCE OF NATURAL DRA I NAGE COURSES OR EXISTING PLANS. ALL OTHER TYPES OF LANDSCAPING IN THESE AREAS, AND ALL LANDSCAPING STORM DRAIN INLETS SHALL OCCUR DURING THE RAINING SEASON, UNLESS� ON ALL OTHER STREETS SHALL REQUIRE SEPARATE LANDSCAPE PLANS. ALL LANDSCAPING do., [ "°"" k' LOW POINT (INLET REQUIRED) LP I ADEQUATE TEMPORARY/PERMANENT DRAINAGE FACILITIES HAVE BEEN APPROVED ENCROACFIENTS SHALL CONFORM TO RIVERSIDE COUNTY STANDARDS RELATING TO THE / � AND INSTALLED TO CARRY SURFACE WATER TO THE NEAREST PRACTICAL STREET x ✓ / (" ' ADMINISTRATION OF LANDSCAPE ENCROACHMENTS DATED JANUARY 1989. � KIM" k,»a., STORM DRAIN OR NATURAL WATER COURSE.�• � \ HIGH POINT � 16. PUaR"SUANT TO THE fI TY OF TENE^CULA ORDTNAINCE M. 90-12, THE DEVELOPER , „ .,. SHALL INSTALL ALL REQUIRED CABLE TV FACILITIES. -�.. .--�- ..- __. �„ .� � f 6. i�F£ flErELt1F'Efi �l_L CONDUCT 1ii5 tjPEtAT itlN15 ii�l 9llG�i A ir1ANlWEft �bi►T BOTTOM OF WALL (FINISHED SURFACE) BW STORM RUNOFF WILL BE CONTAINED WITHIN THE PROJECT OR CHANNELED INTO 17. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOTE RELIEVE THE ■ """ THE STORM DRAIN SYSTEM WHICH SERVES THE RUNOFF AREA. STORM RUNOFF APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION =�� J `� TOP OF WALL (FINISHED SURFACED) TW FROM ONE AREA SHALL NOT BE ALLOWED TO DIVERT TO ANOTHER RUNOFF AREA. OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE KMK. ",,,,, I NGAPPROPRIATEINEE REV f2EV i S i DNS SHALL 9E f'RC1MiPTLY SiiBM i TTEfl TO THE CITY FINISHED SURFACE FS 17. CLO FORMANCE WI TH THE REaJZ�TS OF THESE PLANS SMALL IN ND WAY ENGINEER FOR REVIEW AND APPROVAL. �� RELIEVE THE CONTRACTOR FROM HIS RESPONSIBILITIES TO THIS SITE AND 16. ALL WALLS 94M ON THESE PLANS ARE PER A SEPARATE PERMIT. ;/` � `�_ � ..,, INVERT INV ADJACENT PROPERTIES. TEMPORARY EROSION CONTROL SHALL CONSIST OF, ` �► 19. CONTRACTOR SHALL PROYIhE A RELATIVELY FLAT 24" WIDE MAINTENANCE ACCESS PATH 'j � �� ., BUT NOT BE LIMITED To, CONSTRUCTING SUCH FACILITIES AND TAKING SUCHA AT TOP OF ALL SLOPES. KEEP IRRIGATION AND PLANTINGS CLEAR OF THIS AREA. �'` / `' : ' , MEASURES AS ARE NECESSARY TO PREVENT, CONTROL AND ABATE WATER, MUD �. 1� GRADE CREAK (� 20. MINIMUM 6 PIPE SLOPE SFOWN ON THESE PLANS SHALL BE 0.5x. AND EROSION DAMAGE TO PUBLIC AND PRIVATE PROPERTY AS A RESULT OF THE .,. FINISH FLOOR ELEVATION FFE CONSTRUCTION OF THIS PROJECT. Pav►Na NOTES 1. MINIMUM PARKING LOT GRADE SHALL 8E ONE (1.0) PERCENIT. � --..-- • « TYPICAL TYP. 18. SLOF£S CONSTRUCTED PRIOR TO OCTOBER 1ST SHALL BE TREATED FOR EROSION I CONTROL PRIOR TO OCTOBER 15TH. SLOPES CONSTRUCTED AFTER OCTOBER 1ST 2. MINIUMGRADE F1lR RIBBON DRAINS SHALL BE 0.30 PERCENT. SHALL BE TREATED FOR EROSION CONTROL AS THE CONSTRUCTION OF SLOPE _ _ a PLANTING AREA PA PROGRESSES IN iiNeRE1Efi1TS OF 25 FEET 'OR LESS 1sEASUFtEfl VERT iC1AttY. 3. AN APPROVED SOIL STERILIZER SHALL BE USED ON ALL SUDGRADE SURFACES PRIOR TO PLACEMENT OF PAVING. -� ""� 19. FILL AREAS, WHILE BEING BROUGHT UP TO GRADE AND DURING PERIODS OF CONSTRUCTION NOTE NUMBERQ COMPLETION PRIOR TO F I NAL GRADE, SHALL BE PROTECTED BY VARIOUS 4. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOU1MFN "" �� M � MEASURES TO ELIMINATE EROSION AND THE SILTATION OF DOWNSTREAM (14) DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING AND SHALL BE M.;'" �� . PROJECT BOUNDARY FACILITIES AND ADJACENT AREAS. THESE MEASURES APPLIED AT A RATE OF 0.05 GALLONS PER SQUARE YARD, ASPHALT EMULSION .� MAY INCLUDE, BUT SHALL CONFORM TO SECT I ONS 37, 39 AND 94 OF THE STATE STANDARD CONSTRUCTION NOTES & QUAHT►T Y EST►MATF �• _� ��% EXIST. STORM DRAIN SHALL NOT BE L I M I TED To- TEMPORARY DOWN DRAINS, EITHER IN THE FORM SPECIFICATIONS. „ _ - - - - OF PIPES OR PAVED DITCHES WITH PROTECTED OUTFALL AREAS; GRADED BERMS NO. I TEM QUANT I TY UN I T ,� _ AROUND AREAS TO EL I M I NATE EROSION OF FILL SLOPES BY SURFACE RUNOFF; 5. THE SUBDIVIDER OR CONTRACTOR SHALL APPLY TO THE CITY OF TEMECULA \ PROPOSED STORM DRAIN _ _ _ CONFINED PONDING AREAS TO DESILT RUNOFF; TEMPORARY CHECK DAMS IN TOE DEPARTMENT OF PUBLIC WORKS FOR AN ENCROACH ENT PEW T FOR ALL WORK 1 CONSTRUCT PAVING PER SHEETS CP-1 , CP-2, k CP-3 118,620 � � OF SLOPE DITCHES TO DES I LT RUNOFF; PROTECTION SUCH AS SAND BAGS WITHIN CITY RIGHT-OF-WAY. 2 CONSTRUCT CONCRETE SIDEWALK PER SHEETS CP-1 , CP-2, k CP-3 (WIDTH PER PLAN) 107,350 xMPU SF AROUND INLETS WHICH HAVE NOT BEEN BROUGHT UP To GRADE; AND EARTH '`. PROPOSED A.C. PAVEMENT BERMS AND APPROPRIATE GRADING TO DIRECT DRAINAGE AWAY FROM THE EDGE S. THREE SPECIAL INSPECTIONS ARE REQUIRED BY THE DEPARTMENT OF PUBLIC 3 CONSTRUCT PCC RIBBON GUTTER PER DETAIL ON SHEET 5 WORKS, ONE INSPECTION AT SUBGRADE, THE SECOND AT THE TIME THE BASE 92 LF /✓ G OF THE TOP OF SLOPES SHALL BE CONSTRUCTED AND MAINTAINED ON THOSE IS PLACED AND THE THIRD WHEN THE A.C. HAS BEEN PLACED. 4 CONSTRUCT TYPE "D-6" CURB PER C I TY OF TEMECULA STD NO. 204A 2,830 LF FILL AREAS WHERE EARTHWORK OPERAT I ONS ARE NOT IN PROGRESS. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED 5 CONSTRUCT TYPE "E" PCC CURB AND GUTTER PER C I TY OF TEMECULA STD NO. 205. 2,300 LF 20TOP OF CUT BROW DITCHES, *ERE REQUIRED ON THE PLAN, SHALL WORK AREA, AND RELOCATION AND COST OF ALL EXISTING UTILITIES. THE . BE CITY SHALL BE INFORMED 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION SAWCUT AND REMOVE CURB k GUTTER 110 LF CONSTRUCTED PRIOR TO EXCEEDING TWELVE (12) FEET OF CUT MEASURED VERTICALLY AT (909) N4-6411. 7 INSTALL 8" HDPE PIPE (ADS OR EQUIVALENT) 895 LF ALL WALLS PER SEPERATE PERMIT o 21. CLEARING AND GRUBBING SHOULD BE LIMITED TO AREAS THAT WILL RECEIVE 8. IMMEDIATE GRADING. EROSION CONTROL MEASURES WILL BE REQUIRED TO A COMPACTION REPORT BY A SOILS ENGINEER SHALL CERTIFY 95 PERCENT g INSTALL 4 PVC SCH. 4C) PIPE TRiIC�`I0�11 NOTES � a�"�� f��►�1�/a�f � COMPACTION OF BASE PRIOR TO CALL FOR SECOND INSPECTION ANDA " 378 LF o PROTECT AREAS RIM It'H1 HAVE BEEN CLEARED AND GRUBBED PRIOR TO GRAD"4 PLACEMENT OF ASPHALT PAVING. 9 CONSTRUCT GUTTER CURB PER LANDSCAPE ARCHITECTS PLAN 2,637 LF I OPERATION, AND WHICH ARE SUBJECT TO RUNOFF DURING THE PERIOD OF THE NO. ITEM QUANTITY UNIT Q RAINY SEASON. THESE MEASURE MAY INCLUDE BUT SHALL NOT BE L I M I TED T0: 9. COMPACTION TEST OBSERVATION OF SLEOFtA['E OR BASE ROCK GRADE SHALL 10 INSTALL BROOKS PRODUCTS INC. 12" X 12" CATCH BASIN (1212 CB) 25 INSTALL CURB RAA ' PER CITY OF TEMECULA STD. NO. 40 A GRADED DITCHES; BRUSH BARRIERS AND SILT FENCES. CARE SHALL BE BE COORDINATED BY THE CONTRACTOR WITH THE SOILS ENGINEER AND THE 2' 1 E EXERCISED TO PRESERVE VEGETATION BEYOND LIMITS OF GRADING. PROJECT INSPECTOR, ALL GRADE INSPECTIONS WILL BE IN CONJUNCTION WITH STEEL BOLT DOWN TRAFFIC GRATE 19 EA 117H OR PRECEDED BY COMPACTION TESTING. 11 INSTALL 24" HDPE PIPE (ADS OR EQUIVALENT) 210 LF 26 INSTALL CASE C CURB RAMP PER CALTRANS STD. PLAN A88A. 5 EA 7 CONTRUCT CATCH BASIN NO. 1 PER RCFCD STD DWG NO. C8100. 8 EA 22• THE DEPARTMENT OF PUBLIC WORKS' APPROVAL OF THE PLANS DOES NOT 10. FINAL PAVEMENT STRUCTURAL SECTION DESIGN SHALL BE SIDM I TIED TO THE 12 CONSTRUCT HDPE TO RCP JOIN PER ADS STD. fi 02 1 EA RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR DIRECTOR OF PURL i C WORKS FOR APPROVAL A M I N I MUM OF TEN DAYS PRIOR TO 8 CONSTRUCT TIMBER BULKHEAD PER RCFCD STD M804 1 EA AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED PLACEMENT OF BASE MATERIAL. THE DESIGN SHALL ADHERE TO THE METHODOLOGY 13 INSTALL CATCH BASIN FOR PLAYGROUND PER DETAIL "C" , SHEET CD-3 6 EA " " PLAN REVISION SHALL BE PROMPTLY SUBMITTED TO THE DEPARTMENT OF SET FORTH IN CHAPTER 600 OF THE CALTRANS HIGHWAY DESIGN MANUAL AND 29 CONSTRUCT TREE PLANTER DRAINAGE PER DETAIL H , SHEET CD-8. 13 EA UTILIZE THE "R" VALUE METHOD.. THE "R" VALUE TESTS SHALL BE CONDUCTED 14 INSTALL $" SQUARE NDS #923PB BRASS GRATE WITH STYRENE ADAPTER 3 EA PUBLIC WORKS FOR APPROVAL. IN ACCORDANCE WITH CALIFORNIA TEST NO. 301 AND SHALL BE PERFORMED BY AINSTALL 5" WIDE NDS #800 DEEP PROFILE PVC CHANNEL DRAIN W/NDS X826 PVC 35 LF ® INSTALL 18" HDPE PIPE (ADS OR EQUIVALENT) 747 LF REGISTERED ENGINEER. THE NUMBER AND LOCATIONS OF THESE TESTS SHALL BE 23. ALL GRADED SLOPE AREAS 5' OR MORE IN HEIGHT SHALL BE 15 CHANNEL GRATE. 31 INSTALL 12" HDPE PIPE (ADS OR EQUIVALENT) 767 LF SUBJECT TO APPROVAL BY THE DIRECTOR OF PUBLIC WORKS. UNLESS SUFFICIENT NATURAL VEGETATION HAS BEEN ESTABLISHED AS DETERMINED 11. ASPHALT CONCRETE SHALL CONFORM TO ALL PROVISIONS OF SECTION 203-6 1 fi INSTALL 18" HPE TEE W/1-8"X 18" REDUCER. 1 EA 32 INSTALL 15" HDPE PIPE (ADS OR EQUIVALENT) 255 LF INDEX MAP BY THE CITY OF TEMECULA INSPECTOR. AS HAL CURRENT FAC STANDARD SPEC if I C2 i0N 40 PUBLIC WORKS H CONSTRUCTION. " 33 CONSTRUCT C."OMMERC I AL DRIVEWAY APPROACH PER CITY OF TEMECULA STD. NO. 207A 2 EA 24.. .JUTE NETTING SHALL BE INSTALLED ON ALL SLOPES OVER 1.0' IN HEIGHT. ASPHALT SURFACE COURSE SHALL BE C2-AR-4000. MINIMUM THICKNESS is 2 17 INSTALL 4 PVC SANITARY SEWER PIPE 813 LF SCALE: 1"=10D' INCHES, MAXIMUM THICKNESS IS 3 INCHES. ASPHALT CONCRETE SECT I ONS 1 g INSTALL 6" PVC SANITARY SEWER PIPE 34 CONSTRUCT MODIFIED CROSS GUTTER PER CITY OF TEMECULA STD. NO. 210 (W I DTH=5.0' ) 230 SF GREATER THAN 3 INCHES SHALL CONTAIN A BASE COURSE OF B-AR-4000, A 138 LF MINIMUM THICKNESS OF 2 INCHES. 8 EA POR C�T TYOF PMEEULACSTD CURB GUTTER (MODIFIED 8" CURB FACE) 70 LF 19 INSTALL SEWER CLEANOUT 20 INSTALL CHANNEL GRATE TO STORM DRAIN CONNECTION 3 EA 36 INSTALL 36" HPE PIPE (ADS OR EQUIVALENT) 32 LF N071CE TO TWE C0M77tAC7ORr PLANNING ■ DESIGN ■ CONSTRUCTION 21 INSTALL BROOKS PRODUCTS INC. 24" X 24" CATCH BASIN (2424CB) 9 EA 37 CONSTRUCT WEEP HOLEAT SEAT WALL LOWPO I NT __ __ THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR WITH STEEL BOLT DOWN TRAFFIC GRATE STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE 38 22 CONSTRUCT SEAT WALL PER LANDSCAPE ARCHITECTS PLAN _- _- AVAILABLE RECORDS. APPROVAL OF THIS PLAN BY THE CITY OF TEMECULA, LD03-239GR INSTALL fi" HDPE PIPE (ADS OR EQUIVALENT) 707 LF EASTERN MUN I C I PAL WATER DISTRICT OR RANCHO CALIFORNIA WATER TBECUL.A, CALFORNA 924679 23 CONSTRUCT RISERS W/HANDRAILS PER LANDSCAPE ARCHITECTS PLANS -- -- INSTALL 4" STORM 'DRAIN CLEANOI.Tf WITH SOLID CAST IRON GRATE 2 EA DISTRICT DOES NOT CONSTITUTE A REPRESENTATION AS To THE ACCURACY OR MLOMS AM SAf%mlY CONSULTING 909.676.8042 • FAX 909.676.7240 www.RW.com 40 INSTALL M I SC. HPE F I TT I NGS __ __ COMPLETENESS OR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND CONSTRUCT ,JUNCTION STRUCTURE #4 PER R I VERS I DE COUNTY FLOOD UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE 24 CONTROL DISTRICT STANDARD JS 229 (CASE 1 ) 1 EA 41 CONSTRUCT 4" A.C. WITH SEAL COAT OVER 6" A.B. 325 SF CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO APPROVED BY: PROTECT THE UTILITY L I NES NOT OF RECORD OR SHOWN ON THIS PLAN. NAME DATE CONSTRUCTION RECORD DATE BY REVISIONS DATE Al BENCH MARKSCALE I E S S 1 p�, DESKMED BY DRAWN BY CHECKED BYDRAWR�K� NO.MCH RAM MCH RECOMMENDED BY: DATE: �� �l D3 CITV Q F TE M ECU LA CW OF KJOW 3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN ��� ` w C. y CONTRACTOR CONCRETE CURB STAMPED "R I VERS I DE HORIZONTAL ,�� �'� fd2 PLANS PA UNDER THE SUPERVISION OF COUNTY BENCH MARK T-46-81 RESET 1997" 3�` 1 /[ o EASTERLY of THE CENTERLINE OF SR--79 AT AS NOTED w N o.63494 rn ACCEPTED BY: CATS, /Z HMW"ON COMM NITY PARK INSPECTOR THE SOUTHEASTERLY CORNER OF THE BRIDGE me- Up9/30/06 milli DATE: '"�� _ RONALD J. PARKS = TRACT 29639-2 LOT 12 OVER SANTA GERTRUDES CREEK; 4.5' ATTHEW C. HICKS DEPUTY DIRECTOR OF PUBLIC woRres � NORTHERLY OF THE SOUTHERLY SIDE OF THE VERT I CAL - DATE COMPLETED CONCRETE SIDEWALK. ELEVATION = 1097.163' N/A OF C k\.\ R.C.E. No. 63494 EXPIRES: 9-30-06 R.C.E. = : eea R.C.E. NO. 19744 EXPIRES: 9-30-05 �.� TffLE SHEET SHEET 1 OF 12 dift- .. h, 11� CONSTRUCTION NOTES CONSTRUCT CONCRETE SIDEWALK PER Si-SETS CP-1, CR-2. ! CP-3 (WIDTH PER PLIW) `i VARIES 0 �� �,_ , INSTALL 4' PVC SCH. 40 PIPE 8 MIN �ti �� 1 10 INSTALL BROOKS PRODUCTS INC. 12" X 12" CATCH BASIN (1212 CB) WITH STEEL BOLT DOWN TRAFFIC (MATE - HEIGHT PER PLAN No ` j 13 INSTALL CATCH BASIN FOR PLAYGROUND PER DETAIL 'C', SHEET CD-3 �- TOP VARIES ` � 14 INSTALL fi SQUARE NDS #923PB BRASS GRATE WITH STYRENE ADAPTER WOOD CHIPS INSTALL 5' WIDE FDS moo DEEP PROFILE PVC CHANNEL DRAIN w/NDS 1m PVC C w#m- GRATE f � 11 fr _ � '�- 18 INSTALL 69 PVC SANITARY SEWER PIPE fECTION A-A \ INSTALL SEWER aLEANour ?� TRACT 30669-1 CHANNEL GRATE TO STORM DRAIN CONFECTION 3' R� 14' ` A%' ;,r ��' - / �l / 21 INSTALL BROOKS PRODUCTS INC. 24" X 24' CATCH BASIN (2424CB) ---•-I ` - _.w... , /, 1 : 1 f ' _ ,' WITH STEEL BOLT DOWN TRAFFIC GRATE PUE --7 ,I' , +'` � �' ,� ,�'' � � 22 INSTALL fi` HDPE PIPE (ADS OR EQUI VALENI") MEANDERING 20 0 20 40 60 �' ✓'" S/W G �' _ / Y CONSTRUCT RISERS WITH HANDRAILS PER LANDSCAPE ARCHITECTS PLANS VARIES I I 2% '✓ ' -'' ,f%rl '.+•• -•- -• _ DE COUNTY FLOOD GRAPHIC SCALE ;` .. _.....-.-......_._--- ,, � �' :/ /,,�.' ..,,,� _ 24 CONSTRUCT JUNCTION STRUCTURE #4 PER RIVERSI \ ° r / CONTROL DISTRICT STANDARD JS 229 (CASE 1) ' _ CONSTRUCT TREE PLANTER DRAINAGE PER LANDSCAPE PLAN SPECIFICATIONS. ECTION Q-Q INSTALL 18" HDPE PIPE (A05 OR EQUIVALENT) INSTALL 12" HDPE PIPE (ADS OR EQUIVALENT) 3.0" WEEP HOLE AT SEAT WALL LOWPOINT / ~- CONSTRUCT SEAT WALL PER LANDSCAPE ARCHITECTS PLAN Tc Q • � � � l �Q. � � �. .. �_- �- � STAT L Z - - / t T PECTION R R .- -,,, . GB- 1 CD8 • / ^/ _ F1` _ �• --�- •91 '1 ...- _ _ - h F5 91.62 ... .... _.... 89.40 I TRACT 31053- 1 _..... �-- / / / / �A _ J 67 • 91.61 �- w91.n B FS TC 93.20 91.1m _� JY3' 91.63 F 9 �� r / / 93.20 2 _ ._91.77 -HP tl 91 C 1N 87.80 TG ~--/ Lo _ r. t -- 91-77 x T If,".roll 85.30 STORM DRAIN DATA ` DELTA BRG RADIUS LENGTH REMARK .20 -HP Tc '� .90 -� __ 93.20 •� 13 1 r_ 1 - �r 1 N78 58 23 W 9.72 1 P I I 91.58 F a� 87.40 INV ` __ �- DIt VE9KY AMT40ACH N 11 01 37 E -- 8.73 12 P I .� „ I / p '' 3 f +� '' -` / ``' " - --- / '1'4 �� �. �► `� ST �wP PLANS N78 58 23 W 1.00 18 PIPE 1�.., % 0-� �� -� _ 4 N78 58 23 W -- 12.39 18 PIPE �`"- � / .57 q, \ a -� �4 \_A -- � .,.,.W. .... 21300 N78 58'23-W -- 68.63 18 P I a '�.� �ti� •�-_ A �� `� 6 N11 01 37 E --- - 6 PI ` � y ";% $ �� 1 89.10 TG �$, �' -•• ,� r'' \ W N72 34 39 W - 37.50 6 PIPE / •� `� �• 86.60 INV ^ . c7 � ,,..•... N17 25 21 -- tfi.50 6 I ` / 1 °'moo; 90.10 INV 1 S \� 89.40 TG 9T.48 TW 1 P�a,�1�' 9t �{$ 9 N72'34'39 W N 13.56fi PIPE ` / / / 13 03 89.98 F5 ®.98 FS V1 10 N72 34 39 W 38.40 6 PIP ` 93.20 TW �` 86.90 INV + 1.77 : - ` 91.45 FS rr'1�' TC ._ .00 11 N 17 25 21 E 17.36 6 P I / ?, 94. \� - / FL / 12 N72 34 39 W -- 11-92. 6 PIPE \ ^ TW S J R r .� 10 O �- 1 N72 34 39 W -- 3 .49PIPE: ` •6 r S; 91.77 8 91.77 J 91. �` S3 - 4 / - \ C � ., 93.20 TV. � �` .. � �- I �+91.40 TW W 14 N 17 25 21 E 20.61 6 PIPE 1 / 1 ,•-�' TC - TC 90.07 9 -71 - N72 34 ,3 w -- 13.55 6 P I / \91.70 F b r- 90.07 FS '' 9 .67 TM / 1 .90 FS r W .7 1 /' 91.77 O .17 FS e 9 FS �� I U) 16 N72 34 39 W -- 38.00 s P I 91.77 S� `� , TYP 91.40 W 17 N 17 25 21 E ---• 8.56 fi PIP �h, 1 / �'' G '��- I TC 9� �� O / �• 89.90 FS-M TC A7. �► T e3.99 �' 18 N47 01 25 w -- 120.50 6 P I y`,�`, •3�� g1-b / IMI I i _ ! � 19 N41 41 15 -- 19.18 6 P I y / / / 91• 8 A-0 ;" 2 -� r� - 20 N46 46 29 W -- 10.75 6 P I '� " , / - x3.89 -�� -- 21 N13 03 45 E -- 23.90 4 PIP / f3 g�j• i t; 90. FS '� O , INV FS / / �� Cr 89.90 TG 1 v 7 � C., 1 ti / / 87.40 I Ugly r- l �' / / h 91. O 9� _ e9.2o I _ ell 91 1 91 k O I - �3 , .20 TC 91.17 �� qg,, 9 I �� 1 � I TC "' 91.77 1W 90.51 13 _ ^ '� �,. • �. 1 FS 1 X .20 TW .�C.� TC �"S 90.51 O Moo TW � - 1 8 .70 INV 1.45 FS \� r01 ' 'fir FS .,.` 90.39 .50 FS / 4 14 0 / A 2 / 89 TG 2 't 91.61 h 8 � `� � 90. 'FS -� � 87 I NVB / � FS / 8NV � �� 91.50 FS r / .50 87.00 INV .50 10FS INV e / y re" FS �,�� .� � / 58'59"E _----- - 1.0% . 1 - 1 �t x;10 90.90 TW MIN �" 1 �' 89.40 FS '�k ^>� � �� s I � 080.38 18 / a •. / •66 FS- w I .a ,r A 79.65 -�_�-- '' TYP 90.74 INV ' 3 2 91. 1 '�' r` FS 90 86 fry -. - / 95.30 �� FS �' I 4 89.561 S _. c _ 90. - FS �- 91.35 �n FS 1- ' i4 N 17'25'21'�-E _ 95.81 FS 1� 7 .51 N 31 7.53• _. ._-..-- - • a 3c 1 SLOPE i I •art RCp. 10 FS - 4 EX. 1077- S-0.020 19 �e 1• 91 �. --_..._ M_.__..... _._.-_...._ - �� U jN�11�. 18 1Tp STAIN IT 8g.3 , ,% ,r , 1\ �/ x/ FG _.. .�. _.._ _._. J RCF " = 77-40 l 1 � h, 73. ti 91 15 TW 90.6 FS f, // . 29 f " -''� , / / '�✓ . / ,.,, ......w____ _ �' Q FS INV 89.65 FS I. ,rw..w L` ,: � �rrrwrr ��� . � a....■ rtrr` rIZ r ..rrr �.." " w"wl~ arra I_ i` rnr 'rwr- " wMr�w" rrr-r- ...Iii.■ I. ` -rrrrrr rMrrr-" ,rrr... +..w . I_ .-.r.. .r..rrr. wwwr ....rw. Ir .rl � r. mow. ..wr.r■ . i� ar�fi'. - SHEETNO . 3 CD '° MATCH LINE SEE TI ITY CROSSING DATA � UTILITY INV STORM DRAIN INV cv 1 71.95 (SEWER) 85.93 2 72.39 (SEWER) 87.12 3 72.81 (SEWER) 80.33 r: 4 75.28 (84" SD) 84.30 U W PLANNING ■ DER113N ■ CONSTRUCTION O Z 2756'5 YNEZ ROAD, SURE 400 �-�w ■ ■ ■ TEMECULA, CALFORMA 92597-4679 C o N S U LT I N G 909.87"8.9042 ■ FAX 909.676.7240 • *".RBF-mm LD03-239GR 8 CSD03-0031 0 CONSTRUCTION RECORD DATE BY REV1SiON3 DATE BENCH MARK DESK*&M BY DRAWN BY CHECKED BY DRAWNG NO. OCALE ��pF E S S Jp�,�l MCH RAM MCH RECOMMENDED BY: DATE: -.36 CITY OF TPue�c 2/04 MJB ADDED SEWER CLEANOUTS ® 'N C. y �^ ate► VVOF CONTRACTOR HORIZONTAL y f PL P A UNDER THE SUPERVISION OF V 29 ACCEPTED BY: DATE: HARVESTON COMMUNITY PARK g INSPECTOR SEE PAGE 1 AS NOTED w Nr,.9 2 � � � � � DATE: -Z34 4IP-P4- RONALD J. PARKS TRACT Z9S39-Z LOT 12to � �. MATTHEW C. HICKS DEPUTY DIRECTOR OF PUBLIC WORKS � p DATE COMPLETED VERTICAL sr'l C/�l� o��~ 9-30_ps 1 744 9-30-05 �,�f === ===_=� PRECISE GRADING PLAN f �E R.C.E. NO. 63494 EXPIRES: R.C.E. NO. 9 EXPIRES. �, N/A of C, SHEET 2 OF 12 MATCH LINE - SEE SHEET NO . Tf ,_ o�w .,. ,.,,.,• .. � ter, �, r r r' ✓, r ��r , �'r•. r t I r r ,3 rrrr ► •rr • waq0 - • MEOW ,.. ir 400000rrrr" n•• w- wrtr \ . � 1 7F .• fr II � rff'r ,..,r... ". : .-, ,, ,,.-\'. /' :.•'',"/"" •...��.... .., n� 89-50r.r""•-- r r d /+ " fi„ �d � rl r' rl' r,r' ," J�J A✓ , frlr? ',' ,1 l r I op FS \ \ r' r,;' '/ `` 1 '�: r✓ ✓' � r'l.. ///I �.. � ;' rr � Irl' r ,/ t r+ + +,'xr l �'._;�,✓,1' 'L, I f ✓ ,..r /r' l y - .✓ •• I ./' ,!/ rJ I , ..` I `•, ' , P \ r�rf ,( ...fir'''•ff "1 1•+ ff ............ -' ..M... ., ��/,= � ,�' !� /� ✓r�/� r✓��! h �,rra� 11� r,+ r� \ /,� � ,y r r �✓ \ \ r` -•. X .�• /• ` I / r. ✓ / +rr Y F 7 r/ r �'f "� ^){T,\��,,l \/�✓ 0 \, J` r 7 l r Jr"' r! \ r .• [\ "� r•" , ' A'`' I'r� 'f% // /� I PROPOSED S r' /fir �^ // �( r r' � f ^ .r`R .�r�� ,�' r r � , ., � / 1N� I I I'r '\ •\ �„•..�'.. +' r /' � ! e \'' \ ..........r•'• �/\\ / /� 1,i ,r J I I �• r✓l' r ' rl>r 1✓'i'\'I I VVV .rr r ff r II h. i r i 1 'J � /+ r✓ �✓ ✓. r: ,r ✓ �.. ...,d r 1""^v'I ! I i I� le� rl; r r r�'r' �.... .... { +r / r! rr � rr ,i✓ /' pd��" /' ✓ rf.. r / it r, 11 �" �I ,II r I i'a'F r' �+l/' 'r+r' ✓' � � I , r rr r , ✓+ �• W ,�' r� rr ,,r;;% rr, Y r+,• •,'• � II J + r 1 ! d+ ,r \! /ff/ J l � \ �' �" � r f ._ \ � � r' f ✓' 1 J M 1 / /' / _. _ C �Y L W i 1 I `` �..,' r r d' f'`�•F' I'�f '' ray r� f'' I '} ,, rrr � . T IN FS r r ,r ' Y r r' +r r ' � • \ ,r \rj=„:. - _ ,,,,_..,.i. ...- \ ...\.. r. J ja " " ....... ._.. ._.......... �\•••rrw✓. •_, � r �/ Y � I •4�•��, � all, �-GRADED sw�EDIST STORM DRAIN o'- la•",.Y".I .,. ? JI TYP. f RISER - REMOVE ., �,.. . .. r 1 � 'r,0 I IA r i. J � .,f r� � 24 �a r _..i. r / .. _ _ 7t.40 1 _ r,r 41 : SHEE \ ir 49 `,, k CP 3 '6 �'' dp J ... n , � � �• - _._ ._!•„� .-�'-- -�'--� 41- � ��.� d., � �' I� � , , f 1° �' ✓' 1068.75 11 '. y�\ ` ` TC as. r , 7L �-.""w�' 'f l !" '(/J � INV _. ..... .._ _�_ �\ ............... ................................ \ FS .50 ✓r ,' 4-m m01 0) E N ca •�1,. � ` t \ \ " \• / "^,y ` - ✓ r '✓' '� ,.D .r 80.92 "' J �1i �.•. INV I 91 '93 Z �,F, \ S 1448 `v. _ -.L-_. . h , " f,. R- 7 1.05 MIN .Jf/ 111 1 V � w {/. ww �V y " � .. Ny • /�-�-� 10.07 ,Oar MI �� -1�+-- '- �r -a34 �4„ ^, 4 3 'MIN • I , INV ._-�. -��.-� -� .. - •_ .•..., � � 50.0377 �0 �S 52,945 •.., M \ '.,. . '\ � I �._.._. 1 .....,1\..........y`.... r , /w _ • - _ M V✓ Y' .ON72 1 w 0 0 TS f �RANSITI 3. _ 3{ _ e1:�2• IEP SFEE � ,.. TO 5: 1 FS 7l FS 87.72 e7 .0124 � �____-._..._.�...� 1 _� c� S G .�. '.r 91 le I 7. .. .. 87.26 i \ , •.. .' .___, ._._ .�...•_.._ \ ',,• �87.56� .0 89.70 Z F .r N FS ��.rcv - ry ._.__.._ 2 r 88. • TO BE REMOVED PER TR 29639 ;�.. � � 7 FSB 87.36 � FG�-P • � "M..- 04 _FS 1 37 40 r IMPROVEMENT PLANS \` \ \ e. 1 1 \ 0• 1lAR UT IL I F y LD03-122CO 2 Tc Fs 1 MAX SLOPE s Q, r. F ✓" 90.96 ..^ .,• � � � _ e�� �t � TRACT eax�oAR',r w 90.94 Fs 56 T6 -00 1 4 , 39-� � 1.5% FG-FP � ilr�■i ..` UT IL I T FS 6.06 INV ` 87.96 ,... t • ` FSB �� .. z �.,,.�, �r�r ��- FS � ,' �,.� r �I �� �� S 89.84 91.00 90.76 ^� FSAll I t / \ ` FS �.. 88.E _.__. ....__ - - �_ y I .�- C � � � �► S.04 , _--_ 7.65 SLOPLr L GLJTTER, /:.4wmmlor# GOMM r . I � 87.C. 03 4 / r r - . , w �. J TC .._ { t � •. � ,a 86.69 y B .� m f 2 ri 11' R� 4' VARIES 1' 10' 1' / i '� _,�_-- " 1 1 ,' •; � . � �r ~, �� � � � �`� _.._.._ .. N�,� -- .... _..... _.__-•...w.... : I 1706FENCE - � ~ ., LZ .. 1 FIELD EQUITY 2>r SOCCER O, - \ "� -- "` ~.• Ea( T: X�UTTER .. .. DRIVE ----. J -- __ \ t _ .• _ ., - . --- f �- 7T, \ - _ 4-VARIABLE SLOPE 2% MIN, & 1 MAX k �► �' N 1 \y / �' - "1 -� , ' .. ^ �..'''��.,' SECTION L-L ``�. 1 "., '', `` `` --_. •. °i0 �22co _z ST• 1�- ` •. � � ',, ,.", �/ r ' ".„msµ. 1 � I E` Illlll .. ..... r / (1 r r " III \ R r I 12 VARIES , 10 •pry � ........... w Z% r , rJ 1 .. YNEZ 2% „"'r, . , ti, r f 1 rr- � ,✓AI , rte"I l�n J�.. " k 4'",- ..1 Yr/ Y � r " ROAD -- N y , , i� 1 ' 1 r MIN AR I ES, 4: 1 MAX SOCCER FIELD Cu Pi to SECTION K-K � CONSTRUCT CONCRETE SIDEWALK PER �TS 'C--1 , -�,' k �;-'3 (WIDTH PER PLAN) y` ,c �• 0 7 INSTALL 8" HDPE PIPE (ADS OR EQUIVALENT) 11 INSTALL 24" HDPE PIPE (ADS OR EQUIVALENT) 12 CONSTRUCT HDPE TO RCP JOIN PER ADS STD. 602 INSTALL BROOKS PRODUCTS INC. 24" X 24" CATCH BASIN21 2424 CB WITH STEEL BOLT DOWN TRAFFIC GRATE - HEIGHT PER PLAN ) 2 INSTALL 6" PVC ASTM D3034, SDR 35 PIPE PLA N N 1 N N ■ DESIGN ■ CONSTRUCTION 28 CONSTRUCT TIMBER BULKHEAD PER RCFCD STD. M804 W 31 INSTALL 12" HDPE PIPE (ADS OR EQUIVALENT) 20 0 20 40 60 Q INSTALL 36" HDPE PIPE (ADS OR EQUIVALENT) i ■ ■ ■ 275x5 YWZ ROAD, SWE 400 TEMECULA, CALFORN1A 92591-4679 40 INSTALL M I SC. HDPE FITTINGS (TYPE PER PLAN) ALD03-320GR 5 CONSULTING 909.676.9042 ■ FAX 909.676.7240 ■ www.RW.com GRAPHIC SCALE LD03-239GR CSD03-0031 0 Z CONSTRUCTION RECORD DATE BY REVISIONS DATE CCD BENCH MARK FESS DESIGNED BY DRAWN BY CHECKED BY DRAWR�K3 NO. � 12/03 MCH ADJ GRADES ALONG SWK SLOPES l r p 1R� r� M RAM MCH RECOMMENDED BY; DATE: - CITY p TEMECULA �,mmT aF �c � / / t 3/04 MJB ADJ PIPE SIZES FOR CATCH BASINS �► �'� r CONTRACTOR / HORIZONTAL r NS A UNDER THE SUPERVISION OF hSr- a► AS NOTED Pb.63494 rACC% EPTED BY: DATE: 3 HA N CO PARK P T dS.-)(ollcor RONALD J. PARKS - RA T 4 - INS EC OR SEE PAGE 1 �• 9�3o�aa DATE. TRACT Z9S39 Z LOT 12 DEPUTY DIRECTOR OF PUBLIC WORKS VERTICAL el v I��f' MATTHEW C. H I KS !>A DATE COMPLETED jf O `�E�� R.C.E. NO. 63494 EXPIRES:RES: 9-30--06R.C.E. -- PRECISE GRADING PLAN R N/A F C 1► NO. 19744 EXPIRES: 9-30-05 '''fes 1��--- SHEET 4 OF 12 CONSTRUCTION NorE Q1 CONSTRUCT PAVING PER SHEETS CP-1 , CP-2, h CP-3 f,' , 2 CONSTRUCT CONCRETE SIDEWALK PER SHEETS CP-1 , CP-2, & CP-3 (WIDTH PER PLAN) 14SHEET • R/W �' T VARIES R W 13' 3 CONSTRUCT PCC RIBBON GUTTER PER DETAIL ON THISe I 59 d � y'; 3 � .. ,� ' FMRVESTiQN DRIVE PARKING LOT �ItAeTYPE D-6 CURB PER OI TY OF TEMECULA STD NO. 204A PkJE 1 V_ r ,�-' ' 4: MAX '".---- 5 CONSTRUCT TYPE "E" PCC CURB AND GUTTER PER CITY OF TEMECULA STD NO. 205. '• v ACCESS ROAD - TRACT' 30668-2 /;... - .._-- r 7 INSTALL 8 HDPE PIPE ADS OR EQUIVALENT) rd000p Q9 CONSTRUCT CURB GUTTER PER LANDSCAPE ARCHITECTS PLANS MENDER I NG » �w 00 SECTION D-D ," r,Ile - 10 INSTALL BROOKS PRODUCTS INC. 12 X 12 CATCH BASIN (1212 CB) .:' .. ". WITH STEEL BOLT DOWN TRAFFIC GRATE SECTION C-C - \ - - el�'400p 18 INSTALL 6" PVC SANITARY SEWER PIPE 19 INSTALL SEWER CLEANOUT 22 INSTALL 6" HPE PIPE (ADS OR EQUIVALENT) J A 26 INSTALL CASE C CURB RAIu�' PER CALTRANS STD. PLAN A88A. - .."" � � 20 0 20 40 60 r- b -" � � � 27 CONSTRUCT CATCH BASIN NO. 1 PER RCFCD STD DWG NO. CB 100. ' 'a \ -' _ '0000 1111 30 1 � Q INSTALL 18 HDPE PIPE (ADS OR EQUIVALENT) � - � �..�,::. � GRAPHIC SCALE I ` .. ,• / - �- 31 INST L PIPE A OR EQUIVALENT) 1 � y. / �.. --'"'" _ II 1 11 rW 1 � r '" 011 Y - 40 I NSTA�L M ` ...• �SGti HDPE. F T . -. TINGS r - :r � l a µ TRACT 30668 i _. 00. 00 w - .. EXI w . -_'STREET _. /... _ � x _ .,..,,., .._ ....... _. _..._.. ..___.. � 3 1 _ _.. �r w _ J r .. .fir - _.. - r• � 400w Nom• �O w... _.._....._.. Noma �'._ \\ .'.'"""'-• .,,,,,,."".•........_ --- . --. - �r �r �r.�..�■mr-.�� Nva �� r � v . do0*00 - \ A � :,...-'' 88.8(1 S `'10 - \ � 90.41 FS \\ • --� 15 VCP - 12 d0r ---_ ._ TC --- 000 EXISTING .• r 90.!!3 TC 0 -� STREET LIGHT �� T \ ti �� - � 0 CF '� 7 88.65 TC -•-- 88.15 TC HA � � � . . �� 88.07 E --�- _---..... - _� - ��, .. 1.65 TC\ ____�~ 91 20 TC !l8.1 Z \ . � 8810 M N .01- ..```__ -` -- _. N EXISTING ..._.. .._ ___._..____._�__ _ ". -""- FS �� © . .,,; •-_ _.�--...- .. STREET LIGHT ____ -�-- -� �� '�� 90.88 r 88.06E S= 0204 . _...._ ..._ -- - _._..__...__. 89. _ _ --� _. _ - �`� 'EiSTI1�1G ����� 6� CFT -ww .....,... ., .....-w..... ., .- 0 ING _......_ (Ow �./FS l N58w58'S9"E - �, .-...__.._....._.._.�.___._ ...__.._...___._w_......... � r ���, w _ • --_.. -._......._..._.__........___..__ -..______........_ ..._ AIR VAC rr►r r� r �� CF \ r' 90.80 ..- .80 .. ., .,,.,- 9 19'43" .79' � 19 �7.42 � � - _._.__ � � �� ��i TC , �-"' ...�,,„ - -- - - :9o- sm w 0404 I �' �'� r -� .-- C - ..._ - " -•� 'r'�r �. - .1d TC -'"'� i FS 1.2 1 g -` ~� '- �-� r �.. _�..._ - --a��~ 'r r 89.05 30 •l�" �i�r.,QS IW \ INV 89.80 FS �" i� �` �� ---- �� ��...imr� �r r - 2 90. 1` 1r JOIN 5T':",.....�«.. �► r J 18 88.95 FS `� ` ` - -- , - , �� �r `r� �„ � �„� r� �� --- - d�.12 TC 68.34 T NSTALL CONC 88.41 TC 88.58 TC w 91.44 F5 88.31 6 CF TC-BC 88.08 TC g7. 89.37 TC 905 FS� - -+.,� ---' --r �~ �-" - - - - - - -- 90.80- w 89 � ^I FG A © +. ► a 1. - .... 90.43 TCP -i 2 88.69 2 r 4 rT) I ,�o 0 3 .,,". lf..,�- `fir .`�� y IN.44 -i FS �� N 84.87 F i _ ��.. 88.37 88.84 F 119.47 i- 1z - 88 91 FS Z 89.78- F 4 .fir FS 1 co Y a89.88 _ FS ° 89.19 TC ti •.. � � 88.52 89.�! TC _ .16 TC i- .... . 89.02 91 _._ 89.03 TC 88 84.. .. _.. ...,• . ' . . TC _ 5 88.86.FL 88.52 W-52 89.75 TC 88.53 rir d9."5 TC E 7 ' 959.96 I 89.28 TC I V4.50 � �1 ik g. 0 89.31 TC • •�' +�' 23"w �-- , 63 89.7 "` Q r 68- 5 ,.., •� �• � z4.1 89.0(yG •6 4' 22.53' •g 5 89.76 T 89.72 TC FS-M 2.0% C _ � 0' 86.95 TG n ' �• .75 �t 89.36 TC 89.83 TC 89.99 TC-FP ^>r�i o 89.26E r-- 10 83.40 I v 89.39 TC 89.80 TC 89.49E 89.86 87. � .�� ' `. C FS 4 17 2$ W i CURB AND FENCE PER c� 90• FS-GB 31 3.01 TC-BC SHEETS CP-1. CP-2 d CP-3 I ►� - 0.54% -. o - � 2 •.. 7. 086.95 T�6 MIN <v 84.20 I NV 83 43 AND FENCE PER CSC 68 33� d1 _._._ 1.8% $' `O �' o SHEETS CP-1, CP-4. k CP-3 87.15 N 1 INV .. 2' OPENING IN CURB - f�l1TTER 80TH SIDES 9 ..... .�? �' TC 3 TC•15 OF FENCE ,..".... � .h� 2 OpENIFIG IN CURB-�` ""• I Z� N4 01'180W 7.45 .� 10 N15'4 '3 "E 3 10 rrl160.73 6 8 .._ on-mmil 2 InTYP' 6i r" ry _..... ql / 59.50 GUTTER BOTH SI• 9 , F• OF FENCE �r ,.. S / � '1 � a , ��� � •} � SLOPE VARI � .,. , �, . •.•. • SLOPE VARIES 3: 1 MAX •� i BOTH SIDES 3: 1 MAX 91.00 I � 9 aQ ��.�. ...... � 8q• � 9 OF FENCE FS OF E.NCEBD SIDES � •wee eeeeei - w•w• rrr.ea w..wr wwr war wMwwrw r wwar wwr •w+rrrrr -w. w •wwr wwrier w` wwww www rww�rrw +r+rr-rr w wreaaw � !Daiwa. +rrrw-► w.�w� r�reaer arr1� � � .�rwwr arrea� � Marr eMrww� irwe- ems- �� .ter ms �.rr rrrwe •rrri e w www .rreerr rr.rr` �� r �r`iwibpli erare W MATCH LINE SEE SHEE 0 . 6 o I W/2 W 2 3 a" LIP WHEN 1" 1" ADJACENT TOA HAL ' 1n U PLANNING ■ DESIGN ■ CONSTRUCTION Y 1 r� - 1. CLASS 560-C-3250 CONCRETE W 2. W I DTH ("W") PER PLAN Cr 3. CONCRETE FINISH TO MATCH 06YEL OR ADJACENT HARDSCAPE AT BALLFIELDS z 27555 YI�EZ RDAD, SIJITB 400 cv BASE MATERIAL CALLA 92981-•4679 &LW4-0MR g� CONSULTING 909.8'T6.SW ■ FAX 909.676.7240 - www.RBF.corn R/664H GUT TER 3 LD03-239GR < NOT To scALE CSD03-0031 CONSTRUCTION RECORD DATE BY REVISIONS DATE CCD BENCH MARK �� DRQ F�S s 1� DESKiNED BY DRAWN BY CHECKED BY / ��� �• � MCH RAM MCH RECOMMENDED BY: DATE: -� !� DEP OF PlBLIC W 1/04 MCH 1 REVISED STORM DRAIN LOCATION �p N C CITY OF TEMECULA CONTRACTOR 2/04 MJB ADDED SEWER CLEANOUTS HORIZONTAL ,�� �� yf `tea, PLA PREPA D ER THE SUPERVISION OF a •+yi r' r. �- ACCEPTED BY: 3 q n r- AS NOTED w Nb.63494 DATE: Z f HARVESTON COMMUNITY PARK g INSPECTOR SEE PAGE 1 'd DATE: -2 0 r RONALD J. PARKS - � Exp. �/�o%� ,� ,,....._._. _ TRACT 29539 2 LOT 12 VERTICAL .r ` �� MATTHEW C. H I KS DEPUTY DIRECTOR OF PUBLIC WORKS r IVT DATE COMPLETED 'l �'� N A F OF k��E� R.C.E. NO. 63494 EXP I RES- 9-30-06 R.C.E. NO. 19744 EXPIRES: 9-30--05 frj- lea PRECISE GRADING PLAN SHEET 5 OF 12 �.,� CONSTRUCTION NOTES CURB AND FENCE PER IPMFS CSB AND FENCE PER Q2 CONSTRUCT CONCRETE SIDEWALK PER SHEETS CP-1 , CP-2, k CP-3 (WIDTH PER PLAN) SHEETS CP-1, CP-2. k CP-3 PER PLAN SHEETS CP-1, CP-2, k Op-3Q INSTALL 8» IPE PIPE (ADS OR EQUIVALENT) 9Q CONSTRUCT CURB GUTTER PER LANDSCAPE ARCHITECTS PLANS 10 INSTALL BROOKS PRODUCTS INC. 12" X 12" CATCH BASIN (1212 CB) SECTION F-F E NES WITH STEEL BOLT DOWN TRAFFIC GRATE - DIGHT PER PLAN W FS PER -- 2@ INSTALL 6" HDPE PIPE (ADS OR EQU I VALENT) I 2x » -2% 2 »CONSTRUCT TREE PLANTER DRAINAGE PER DETAIL H SHEET CD-8. MAX 2% VARIES -`�" ' � 39 INSTALL 4" STORM DRAIN CLEANOUT W/SOLID CAST IRON GRATE 9 MAX � I MATCH LANE SEE SHEET NO . 5 �Irr* �" = " w�1 �� �� �� ill r- ice r - it �� 1 � ■ M�MMrlrur --�� -F.rr �� �1-Irrr �Il�r �1111�F r r■ r� 1rr- irq� o� ,~Nutt-r ylArrllll- owsommo w�1�lA .IwAll� - ww�� � �I�I- 11�� �� �� �.. rl 91.00 + -4 FS r CURB AND FENCE PER r- SHEETS CP-1, CP-2, p• y �.' �' �,' -'Q .. fEE_- ,t Q k CP-3 ^� SHEETS CP 1, CP-20 J 10 - k CP-3 /" ad.70 I/ SLS VARIES I J , TC�-N' VARIES 3; 1 MAX _I 3; 1 MAX 2-01% � I _.... TYP � . - vu BOTH 9 I . " S I DES OF `� \ .... TER TH N15 42 32 E 160.73 -- `� IDES OF M. FENCE C� J , i 89.45 ,o ' 87.00 INV. ,Rr • \ / 10 89. T6 87.70 INV. » OPENING . r� r \\\\\ c 2$ CM 92.21 92.21 n T• S - ..^�,1y �`' OPENING 89.5A TW FS 87.30 1 S $� TW TC ^ 39 INV // ­1110- 2.0� d_� .. "'R 1 AX 1 92.54 M '. 92.54 ..__ I TW/FS `'- ,/ O ?' CD TW/F5 W �\\ } _ E E lip" W W I 90.66 / `\ TC TC 93.29 TW I (p .. . N 90.7900 S , 1 95.20 -' J �S I *c \ 1 MAX F ! `\ 91.31 ` F o 1 i a to �\ TC 1 vl v� TIC I f;1 \ \•\ 94.07 TW a, �, 1 43 91.57 FS 1 , TC / E 94.19 TW x.19 I a 94.19 TN I `\ c... , 91.69 FS 91.69 FS _....._._ __ .., .19 6-5 RISERS `\ 6-5" RISERS , 1 TW/FS STAIRS AND BLEACHERS STA IRS AND BLEACHERS ! ` I 1 SHEET CD-1 k CD-2 '" r ` SHEETS CD-t k CD2 s 3-10" RISERS I .10 \\\ 94.x0 6-5" R S r \ 6-5 RISERS I 94.80 TW r ` •80 •80 1 94.80 92.30 FS 92.30 FS FS I Tw FS // � •�• r c.. 92.16 1 92.16 . ..1. ... �. f ;^ ✓ ` ,.1 -tib- �� �� �- 7 N �. .,� ._. _ HET NO . SEE S --- - CH LINE � .�-- MAT TG � »,r.. n ,0-r PER PLAN M .rte "��'" !» VR o_ 4" PVC CONNECTION LJ„ TO STORM DRA I N ad 9 STORM DRAIN -- MAIN LINE 1,t SIZE PER PLAN n �1N � PLANNING ■ OESI©N ■ CONETRUCTION 27SS5 YNEz ROAD, SUITE 4f>0 E" DARE GRATE INLET 20 0 20 4o Bo � ALD04-020GR � TCL", CALFORNNA 92591-4679 - INV PER PLAN CONSULTING Ii09.678.8042 ■ FAx 909.676.7240 ■ www.FiBF.com _ N.T.S. LD03-239GR GRAPHIC SCALE CSD03-0031 CONSTRUCTION RECORD DATE BY REVISIONS DATE CCD BENCH MARK III E S S Ips, DESIGNED BY DRAWN BY CHECKED BY ' DEP S DRAVff4G W. WALEp MCH RAM MCH RECOMMENDED BY: DATE: CITY OF TWCM 1 04 MCH 1 REVISED STORM DRAIN LOCATION D Qc�, �w C. y f, � CONTRACTOR HORIZONTAL y � f� � LANS.�'REPAR R THE SUPERVISION OF o� l ACCEPTED Y: I - AT 3 Z� n AS NOTED No.63494 �- ' B D E. NARVESTON COMMUNITY PARK g INSPECTOR SEE PAGE 1 , 930 os '� DATE: 5__Zsne4 RONALD J. PARKS TRACT 29639-2 LOT 12 pDEPUTY DIRECTOR OF PUBLIC WORKS VERTICAL Jl, c I v I\. MATTHEW C. HICKS . r �/� DATE COMPLETED 'lF 1E�� R.C.E. NO. 63494 9-30-06rte- i�ee= PRECISE GRADING PLAN R I t N/A 4F C p� EXPIRES: R.C.E.R C E NO. 19744 EXPIRES: 9-30-05 r�.� SHEET s OF 12 r I 6 CF I 93.64 TC 0 1!x .... ..rte �.. ammomm tigNowpill,21'05 Tc 80 _ ,r �,.� r' .."'' •• - IDES OF F 9 ,7 . 93.94 TC 0 � 94.50 � 14 •-�-�' ••� � 7 fi Ts 91.10 Iw '"'~"' 92.35 TCS-If' STAIR AND BLEACH R DET/�L 90.75 T 90.fi9 TC 1.5% ,. SHEE�. .�• �" -M 92.31 PER SHEETS CD-1 CD-2 1.31 END CURB BEGINSEE �� .3X -�� LINE �,� 1 TC C .59MATCH 92.31 89.70 92.31 .16 TC I ■ w .-.•■ ..,,.. ...w. �+ 92.35 TC ''96 00 TIN to , INV 9 .54 TN DETAIL A �� �� ,�,� ...�.. � STAIR AND BLEACHER DETAIL TC-HP 91. INV n�94.80 T11 y iR TC 1 N 90.04 FG I N.T.S. � �,. ..r. � "'~' PER SHEETS CD-1 k CD-2 92.16 92.31 � 94.80 T9 1. FS 94.19 T9 _ 1.5X .,�.,.. �.•. ..... �,,..� .�. ..r. TC TC R��o 92.3fi FS 4.80 TN 94.x`, 91.fi9 FS 90.71 ►�Ax . ` .29 TV �� 91.31 � 94.80 rw � .41 FS TM 15x � � { �... H� ' -�.. �� �! �"� 90.86 TC 92.41 FS 9� / .. 92.31 FS 94,07 TN N 1 1.5% 9 79 FS 92.54 �, SHEET �.,,� -.... CURB 94.80 TV � .� LINE, .."..�. �.. ""� x9.59 1.5% BEG I N CURB 94 19 TN 1.5X ti O � mATCH ,\ 4_._ 92.30 FS \ 94.80 91 57 FS TN F5 ." TH � \ O' � f 14 �• 92.36 FS .� » am NMIw 1.5X 9 TN TC.' N 1 69 , off` . 3-10 RISERS T--1 ..i, o cv 0 2' OPENING �� S I S OF•. _ - 92.54 Tw N 1 .71 94.80 94.80 TV 14 �' 1 �- TN FS N H -� TN FS 94.07 TN 94.7 - 7 6-5 RI -5" RISERS •OX IN CURB - - '�-�$§.45 TG TNF 9 .36 FS . 94.70 � � ,......-..-.,.. Ii" ' �r -�- •- - •71 90.04 FG 91.57 S ' • .. '` � FS � S X161.$7 90.79 F � � � � � ••.__.. 5 --�-� �- _�- 4 1$�' 'r ] » 87.70 I I 93.79 FSTit .__ 94.19 10'''RISERS » FS ��� 94.44 .. '', N N 15 42 32 E �,�� SX MAX 19 � 6--5 RISERS • cn --- - -""'" GUTTER BOTH 17.45' 92.33 `'J 9 1 85.41 -- ' °t� �4x►. 94• 1 v N I 9 WFS19 » 1.5% TN F5 -5 RISERS `°,� 3 2 GUTTER t� 94.70 94. FS-•L !35 S IDES OF FENCE TN N73 54 57 W 96.40 I --" 92.54 FS F5 3 1.01< MIN - ,�_--.-- --�- 92.70 T6 FS 2.51 TC 49.10 _ r ---- 2 r�, , TN 94.44 94.70 __�.- -f--�-�_ N74.35'46"w 129.64 1O 91.70 INV w INV E 5=0.0201 94.16 "� J 94.70 - wl. 10 90.49 1 5.00 INV, 'y �. -57»M 100.02• N 14'3'33"N ` FS 94.36 \01p FS FS .�� I .., 4.56 N $ .39 ,, cr N73 '.�'� .61 TC 4 r FS = 94.70 - 93.90 TG 7 9 . •t 26 7 17.39 X MIN FF FS 10 FS FS W 93.01 TC 1 7 1. /; ] .. � � � S�0.0201 6 CF PAD w 94.03 90.40 I � �•„� C-41� � '✓»� I ---- V 100 --r- --..._ » 92. 1 TC--LP r _..._ -�- 19 94.56 _ -----------------f�-____ ... � N73 �4 57 19 83.40 fi CF ` � 93.6'rt'� B2 0.0201 1 INV © 93.10 TC 35•� 91. TG 2 - 93.89 TC - � N74 08 39 10 93.80 TG FS RESTROOMS AND 8 �. -._ _-R--_--_ 95.0 �I ry S fo �� 2.. 1 NVW SNACK BAR r. 95.0 FG-HP r _ i Zi 191b1• 92 56 0 89.31 IN __ AIDC.... 1 "�, , 94.00 FSS•54 ", TYP FS93.95,,-/ • -,. -_._..-__._� . n 4 FG•tP GRADED SwALE 7 • � f� N74.17'28"M �' 93.05 TG a FSB d 2.81 TC .33 .c0 T6 10 8; INV 19 g 94• , 10 p FS 92.80 INV © •� 94.54 S'-0.0207 94.65 •"� 1.0� 1• 92.05 INV 93.80 ' 9�1.Ot 1. �' 96.0 O N FS -7p.00, FS FS rQ .. FS FS I 92 , �--- r %1-0 Y s `9 �, MIN,... MIN -- _ 4 1 11 92.43 TC bit � 5 �•� FG--P z � 09 �1 � FS.65 ,�� •__,_�_ I _ _......,.._... � 92.91 ,t► 1 40.81 94.15 i 3.95 N •49 41»M ... �: 92 81 4o., ` ��' 10 93.80 T6 S-0.0206 89.30 gp 1� 19 � 94.37 FS � .81 y� 15 19 89• FS ,,,,- "„.,,,� C .18 ,, 92.05 INV _ INV ' 2 in S 1 gam' 92. TC TC .68 �- 10 GRADED SHALE __ 2 •- � --- wr•sem.M' 1 95.95 TN *- '• .-� � r N YP ..._....._._ 94.45 FS 1 ' 90.7 "-- 92 5* 94.78 1'� 94.54 8 95.95 TN 92.4 FS 5 -G8 �, TC c� F5 M1N FS 94.45 FS �i 29 �w FS 2.81 '� 92.45 I NV93.90 Tc7 90-62 S cr 94.30 TC-C 4 w,M FS rmail, T K 92.59 '� --- .� at 2 T 94.78 FS g4 -� 91.01 1 r 94.63 TC-+P 3 92.71 TC 93.27 TC FS 90.81 T � � "-��„ 94.13 FL 94. TC st .�0 r� 94.8 "� 3 93.63 TC 93.24 04 94. TC TC .63 93.94 TC 84 95 94 67 ' TC-HP '' - .. .97 , �I 1.71 93.92 TC 2 - 91.87 TC 93.37 TC 94.80 94.07 9 .64 TC 1.3,3 94. TC TC 29 TC-w , 1 3.55 .36 TC C 94:33 0.� 92.67 2.76 T 9 D• 94. 8 TC \91 .....•,. TC 5 _ ----_ - - ---�---------------------------- _-_ - C 94.50 TC .. .• ..64 IC, ___________ _-:55 TC 93.33 TC 1. FS r r ��.36 TC 92.94 TC 3. 1 TC M...., __ 93 94.42 T 0 CF 93.76 TC �`' 3. _ � °fir -•- � - . .� , - rn TRANSITION SLOPE 91.25 93. TC �-( - r ___- - 92. 2 TC _ Z I " 1.B �` ;k 94.45 -` - - FENCING PER LA�APE 91.22 a� TC-HIP 9V 60 TC FS �, I TECTS PLANS �r �• N TC 5 � "� r 7� -�-__- ARCH .rte"' 4 err ' ��' 94.18 T �' „... ...comes� 4 93.65 TC " �� w....._,...-..._....__...,.._.....,. , ,.... 91.15 w 4 k 91. �-•�. �r N TC FS ! 93.44 .54 �� --- I o 91. 7 9 70 C 93 47 T �' �� • - 0 -... Q I z 3 41� 92.45 TC _ -- _ --.. - -f 2 o 1 •• m - 94.18 TC ECR ..r--� .45 TC _ W 90.88 FS ,� � _- ,,.-�- �---, - ���,� ECR 0 CFS-..• ..--f .. �, 4 .3`� T 91.84AL _ k - W93-12 �► '� r �. TIC _ _ 2.31 TC -- ---- -. CIIRe TAPER 1.5% _ . . .. -__- - X3.14 " JOIN EXIST. ti �-- --- -�" - � / ._x � .,..,.,�.� � L;43 -- TC-GB �i A --- -•-. -- '90 - - . � •� !� a _ - \ 1 y ~- . t TIC 0000 •-.-- ___-- -- - - l 91.71 TC ,�,•.. " ,, __ ____ -- - FENCING PER LANDSCAPE `` h x _____ _____.� I ARCHITECTS PLANS -' .� . �-' JOIN EXI T. CURB .c i,, ) r -- �- - - . 89.88 T _� T 90.51 TC h' � 6 7777: LV=3.0' _ L,=397� � ' �.� � �-- �--- .�r- .. ----- 1 , CONSMUC" IN NOTES - ��„ �-� � � -- CONSTRUCT PAVING P SHEETS - __...••-� ,.. _.-- .�„'" -.w: .. ~ _ ..._ a. CONSTRUCT CONCRETE S WA K - - -- _ � k CP 3 ( DTH PER PLAN) ____ _- ! + _-_...... ._.. .:�_ .-'-,�-•'� ,,� REE IDE L PER ET P 1 , s; k a _ ,..-. - ) � , .. CE)<VST'Rt1CT PCC -,-- � �- -� �;� , ' � ', � � �.- .. . . 3 RIBBON GUTTER PER DETA It ON SHEET 5 T4 _-' (w:���:, _ --- -- 2� __-- �� �' - - _��..-_ 1�'�4 ,: „...,.. ��.?� 0 CONSTRUCT TYPE "D-6" CURB PER CITY OF TEIrECULA STD NO. 204A .-.. STD NO. 205. .., .-._ ..- CONSTRUCT TYPE E PCC CURB AND GUTTER PER CITY OF TEI�ECULA � , _. SAWCUT AND REMOVE CURB k GUTTER �.._- c _._....._. INSTALL 8" HPE PIPE (ADS OR EQUIVALENT) -- INSTALL 4 PVC SCH 40 PIPE r CONSTRUCT GUTTER CURB PER LANDSCAPE ARCHITECTS PLAN • - __--- '- •' _ ,. INSTALL BROOKS PRODUCTS INC. 12" X 12" CATCH BASIN (1212 CB) c RawWITH STEEL BOLT DOWN TRAFFIC GRATE - F•E I GHT PER PLAN •-__•.._....._. 11 18 20 11 INSTALL 24 HDPE PIPE (ADS OR EQUIVALENT) 1 IMG '" - EXISTING 2'� 14 INSTALL 6 SQUARE IDS #923PB BRASS GRATE W/STYRENE ADAPTER PER DETAIL SHEET 6 .. w-. ...._......---... . -- -.,,....r-. ,." � PARK LOT EQUITY DRIVE v� 17 INSTALL 4" PVC SANITARY SEWER PIPE � INSTALL SEWER CLEANOUT INSTALL BROOKS PRODUCTS INC 24" X 24" CATCH BASIN (2424CB) WITH ' �`--•~ ''"0 s _. _.. - EX � AM STEEL BOLT DOWN TRAFFIC GRATE TTER INSTALL 6 HPE PIPE ADS OREQUIVALENT) i CURB AND FENCE PER a�Re F�NaE PER EC770N 0-0 Q ( t SHEETS CP-1, CP--2, h CP-3 PER PLAN sHEETs CP-1, CP-2, 25 I NSTAL.L CURB RAMP PER CITY OF TEIrECULA STD. N0. 402. 1 _....,. _M..___.__...... .. k CP-3 " 2% Q INSTALL CASE C CURB RAMP PER CALTRANS STD. PLAN A88A. MAX QTAND _1�CP_- 2 CONSTRUCT CATCH BASIN NO. 1 PER RCFCD STD DWG NO. CB 100. CAI 10' 1' VARIES k CP_3 � PLAN N 1 N 0 ■ D E s 1 O N ■ CON ETR U CTI O N � SEyn0N F-F Q CONSTRUCT TREE PLANTER DRAINAGE PER DETAIL "H" , SHEET CD-8 y� R �C �' SECTION E-0 > T VARIES 32 INSTALL 15 HDPE PIPE (ADS OR EQUIVALENT) 27555 YNEZ ROAD SUITE 400 � 2% V AR I,ES -•1-� ■ ■ ■ � 20 0 20 40 60 Q CONSTRUCT COMMERCIAL DRIVEWAY APPROACH PER COT STD NO 207 CALIFORNIA 925A1-4679 --- MAX 3WIT" AALD04-020GR � CONSULTING 909.676.8042 ■ FAX 909.676.7240 • www.RW.com MAX H AGRATELD03-239GR � 9 GRAPHIC SCALE LWMON N-N � INSTALL M I SC. FIDPE FITTING 41 CONSTRUCT 4' A.C. WI H AL COAT OVER 6" A.S. CSD03-0031 CONSTRUCTION RECORD DATE BY FEMIONS DATE CCD BENCH MARK DESIGNED BY DRAWN BY CHECKED BY SCALE �RpI E S S 1#* DRAWING NO. ON MCH RAM RECOMMENDED BY: DATE: .3 l F TEME LA �'� of PLEW WOM 1/04 INCH 1 REV I SED STORM DRAIN LOCATION p MCH Q C U 2/04 MJB ADDED SEWER CLEANOUTS. HORIZONTAL ,`� �� w C• yf ��, ANS PR PA D ER THE SUPERVISION OF a CONTRACTOR � 3/04 MJB CHANGED STORM DRAIN LINE SIZE , - ACCEPTED BY: DATE: 3 HARVESTON COMMUNITY PARK $ AS NOTED c Nv.63494 - - RONALD J. PARKS TRACT 29639-2 LOT 12 INSPECTOR SEE PAGE 1 Exp. 9/�o�a� � DATE: 3 2 VERTICAL �f CI MATTHEW C. HICKS DEPUTY DIRECTOR OF PUBLIC WORKS DATE COMPLETED �jf 0 `1ER.C.E. NO. 63494 EXPIRES-RES: 9-30-06 R.C.E. NO. 19744 EXP I RES: 9-30-05 '�f == a= PRECISE GRADING PLAN N/A F C 1► "�•�• SHEET 7 OF 12 t ET N0 . 5 ._ ..�� MATCHSEE2 NEW _ SHE .� �._ -- 20 0 20 40 601 LINEeo> _1111 0SGP\• � www• �» � �+ �"� w�� �\■ �` �. SHEET NO . , �., ...- --- .- �. > Fn n �� ! �� MATCH L I `, GRAPHIC SCALE ..` �.�. -�- � '' � Y/ / 92.21 .71 89.59 G w � C �� www\+ �f ..w.� +�!f �' .i' �. � / ww_ SHEET NO . 7 _.... +� � / / "SEE � 1.5% OPENING 1 �• w MATCHLINE N78 35 34 E .»�.ww. .....� . w,�.•�+- 93.55 .Bx ,4'J 512.36mas FS /"� 1 ✓' r'f'33 3.00 / ' 92 F5 , d9.4 TG w>.� www- 4 6 TC � 5 93.45 �380 ,,.... 4U .13 1 �! �� ;' 88.70 rr, 41o TC7.' � �- i / I 0 I 7 TC-HP N 6 , 93.50 Tc ' _� 4 C 18+63.92 ECR g W_ TAPER r V-4.6 "1 93.55 T 91.94 F5 r 95.55 TC IN 92.54 1. TC 92.23 FS C 92.1 ..... I 8.82 ECR �4_ 10 F 93. 3 3•DIS .... FS .25 TC r,, C 1.0X 93. TC . ...... 92.05 TC 2 or 5 58 TC 93."30 0 ` 92.17 1 1 93.62 `�' 4 0 l.. 93.8!4 X12.1'54 i;/ T �D OS - - 34 � = V_ 24 �DR I VEWAY r I q `............ r h. A .09 TC .., 0' 6 0.47 TC �� _ O w CF) ' "�"„ ,,,, q � 91.99 �\ BDTH 9 ,. I µ,....,M..-., ."..".,.... ,,,,. N 6 f r 1.... .... ,.94 C �1 $I SOF FENCE (95.85 T0 �.,' 9 .fi0 T 1X 93.37 TC 1 0 CF N r_m - ,-- 1 .•� cp` 0111"TE"F!'80Th •,i ,�p�N EXIST 6~� . "" _\ g CURB GUTTER I 92.92 TC .r• 2-"• - / 93.31 2.81 9 ` SIDES OF FENCE ` \ 1 93.37 T1. 56.74 -1. 1 '92.84 T 92.69 T TIC 3, TYP W � / .74 21 86.60 Piz °�. �' 1 \ �► 92.74 TC '• �•�- 87. �' �` W. ,� � / / 2. " SM ' 5 M1 1 TC ' N'- T J / / o / V�3 IC 2.71 TC r� / EXISTING I a+ 1 TC I 1 , D � / D � / _ PAD .... / / 2: 1 MAX .,,, �� j �y^ 1 i +' �`t1 � �► '� 1 - f;l / / Z: 1 MAX 1zdp 1.41 �. ... I 1 ' 1 D8.59 TC / SECTIONA!& 1 .25 x X40 ( N - a 92.5 Tc 40 91.17 20 92.11 ._ __._ / ,� .. 1.10 ; 87.33 1 / / 1 2 11 TC 1 2 TC--BC ' $ 1 .O5 TCS 85.97 FL A7t ISTING • 87.15 / 1 / / / / - - �' 86.95 TG 10 _ ,r - . ...._. .' / / / / / GROUND 1 TC 85.23 INV. - 30 / / `i •' `� z 1 �� 84.85 �f. Z4B W.80 TC / / / \ � r� (� INV ` s r R" 1 2 N15�42'32"E " Z kms. F$ �' / �,,' Q" ; 3.00 • , / ! / / / �-� - ^ -� ����lo 2 '�- 90� 9 TC _._. / >� / lel r 84 TIC T 91.47 TC 91.47 TC m .3� �- . _._.., / 10 10 I �_ TC(16 91.44 TC 2.Ox ` ..' d o �' `� 81 .00 INV.�' I A T 1% TYP � ,� o� / / / / EXISTING I / / TRA 30667 Es / Com"' � /gym 1.0' / CB I y�.., ,�_ r M�." 1 r,,..... ..._. 90.60 _... ,6 •,. . , 51r _ •o, 90.53 90. ,, FS ._ / / --� r�' V .o -� 3 90.83 Ss. TCB - �.^ 90.x► °°. ,��� SECTION 11-11 ". - • � / FOR 8" CURB FACE SECTION PER PLAN w. 8? CT I®f4 i 2$ •T p§.$i TC �• - / f / / CF 1 I I ° VARIES 10, STREET I PLANS 1, 0 90.40 89.95 TC I .81 1 r / / ► r � ',.. ► ` 9 4 T TC-hf' ./ o CF '` °'„ .. / - / � `� tic 5• S• PER TRACT 3Ofi67 ' ACCESS ROAD S / 1% / x 88.30 T .96 TCM2.OX ` r ' •' i g" CF) 87.46 g ------ 2% �- 1 I 4 4 C p. -- . • 89.9 T _ .w. . - ,,. ,.* ww 90. 90 45 3 g ""`' / -� Q` '� � TC-HP SS 24" �, �• ,q / SECTION D-D ' 4 r s CF / CONSTRUCTION NOTES ,� ��. � 9fi Td w, � i; "'"w,..wr � .• •m • . 4 „", - ...�,�... ......a,-,�. .. .., / / ' / _ - - ..-,.�.. 1 CONSTRUCT PAVING PER SHEETS CP-1 , CP-2, k CP-3 1 .0% .29 Q 3•?x 0.67% CONSTRUCT CONCRETE S I DEWALK PER SHEETS CP-1 CP-2 k CP-3 W I DTH PER PLAN " / Q ( ) , is CF) 88.49 TC / f /' CONSTRUCT PCC RIBBON GUTTER PER DETAIL ON SHEET 5 Sao.54 / // Q ,V A ..: N I 1 „ 1 D TC TC-HP 88.55 TC-GB 87.99 FS C� .. _ 3 1.0>r 88.05 FS •C5 ,/ » » -- 1 ` Q 10 OPENING �.�' / // / ^� Q4 CONSTRUCT TYPE D-6 CURB PER CITY OF TEICULA STD NO. 204A w C°► 90 - _ Q5 CONSTRUCT TYPE E PCC CURB AND GUTTER PER CITY OF TEIiIECULA STD NO. 205. N ' 87. 0 CURB FACE 2 86.90 IF � 2 - / ,' h -c - ' �- - .. SAWCUT AND REMOVE CURB AND GUTTER r' h T ► K � TRASH ENCLOSURE 43 'yj00 -� �- - / / / INSTALL 8 HDPE PIPE ADS ORE I VALENT 1 f --� _ I 1.00 8�2w I � - � '/ 9 CONSTRUCT GUTTER CURB PER LANDSCAPE ARCHITECT'S PLANS I � �e PAD= 1 b87 . 9 �� » » �- HALL INSTALL S PRODUCTS INC. 12 X 12 CATCH BASIN 1212 CB 10 BROOK 6 ,••1 I ...._-. __ fir- ��► •�, r ' �- �'r- .. .�"' WITH STEEL BOLT DOWN TRAFFIC GRATE HEIGHT I GHT PER PLAN 8 d' r4 I �.,,� I a i _. / _� �_�.•.." _ �' i �' - y�1R 2� 16 LL .. � . / �- . � �,..._-- ,.,.�� I NSTA 18" HDPE TEE W/1-8"X18" REDUCER INSTALL CASE C CURB RAMP PER CALTRANS STD. PLAN A88A. Ct�e 2 CONTRUCT CATCH BASIN NO. 1 PER RCFCD STD DWG; NO. CB 100. � BUTTER Q � SECTION Pop-" FENCE PER LANDSCAPE ARCHITECT S _1 a INSTALL 18" HDPE PIPE (ADS OR EQUIVALENT) PLANS (SHTS. CP-1, CP-2, CP-3) INSTALL 12" HPE PIPE (ADS OR EQUIVALENT) - VARIES 10' VARIES Q INSTALL 15" HPE PIPE (ADS OR EQU I VALENT) PLANNING ■ D E 810 N ■ CONSTRUCTION � � ` � � � r WALK 33 CONSTRUCT COMMERCIAL DRIVEWAY APPROACH PER � o CITY OF TEMMECULA STD. NO. 207A ALD04-020GR PER CITY OF TEMECULA STD ,c ��, CONSTRUCT MODIFIED CROSS GUTTER NO 2 W - Z PLAN g 27s5s�rNEz ROAD surf aoo _ - �-~ -� ,1r » " " TEIufFCULA caLI�aRNtA 92501-4679 ` I I // / �- .,"� - 1 ` 1� 35 CONSTRUCT TYPE E PCC CURES AND GUTTER (MODIFIED 8 CURB FACE) I IN MI T 0 T NO. 205 CONSULTING 909.676.8042 FAX 909.676.7240 www.RBF.com 1 1 / / - I I 4� INSTALL M I SC F I TT I NGS LD03 239CiR 8 I SECTION ./� � , 41 CONSTRUCT 4" A.C. WITH SEAL COAT OVER 6" A.B. CSD03-W31 z CONSTRUCTION RECORD DATE BY REVISIONS DATE CG"D BENCH MARK 'S S 104 DESIGNED BY DRAWN BY CHECKED BY w DRAWING NO. ON SCALE ! RECOMMENDED BY: DATE: -�Ya'F DEP OF PIBLIC WOOF 1 04 MCH 1 REVISED STORM DRAIN LOCATION p MCH RAM MCH CITY OF T CONTRACTOR HORIZONTAL ,``� �� w C• yf � ANS P AR ER SUPERVISION of °' ACCEPTED BY: DATE: 3 f HARVESTON COMMUNITY PARK g INSPECTOR SEE PAGE 1 AS NOTED ►•j No.9 -^ hn hn d 'd DATE: _ �Z 3� RONALD J. PARKS TRACT 29639-2 LOT 12 8 MATTHEW C. HICKS DEPUTY DIRECTOR OF PUBLIC WORKS .. VERTICAL �' CIrIV �� Ig DATE COMPLETED jF �F�� R.C.E. NO. 63494 EXP I RES: 9-30_06 R.C.E. NO. 19744 EXP I RES: 9-30-05 '�f::.-=1a= PRECISE GRADING PLAN N/A of C A� •,�• SHEET 8 OF 12 Li D f e / I I / �Nil / � I a 1 ❑ I 0 I O • NO3'07'17`EN N 24Jill ' 9' 14.98' • N Ole RJ r 2 NDN 101 9• • N19'58'1 "E �K2'45'�"w v 1 14.98' 1. d 1 9.00' X9.27' 4 ' �47014\25 E TYP 6.00 W X0.09�32"E p 50'28w N04'25' 6.0�' M47'14' 50E30.81' N36 �6 23 w' 1 6.00' r N a► 40 • N5.'S«5�,19rE", I� N53 37 E 600 -- • y ? Z h 1' N. • r t ' 4 4 �p � TYP � .._..... � � .._. ._�. 6.00 } d $.$S' " $.00 • . 0• 24 "N31 04 58OW N34'01 � . 0 60002EN58 59 N3 501rE N* •50 2�rw k50.09'i2~E _ a 30.81' ti W W z 61.00, 2' � 'O4' �"E •. ............__ � _.__............. •55 2Zrw �,. !.� �# 6.00 0 Tim 12ti 59 29 E 9 0.00 N31 {{{VV»J������ 5e w ; Ill, g l 14.00' , r r o �+ N06'54'46"E _..._.�L9.51` � 5 . .��. N _._ __.. .rm4 NO2.52'09 E 2 g �$ �" 14.68' 9 17 18 _850.00 15.02 - g A �- ISO 6 _ V 3 --- �` Typ --- _ - CLIRYE DATA CLIM DATA A4 DELTA RADIUS LENGTH TMIENT DELTA RADIUS LENCTH TAN[M 1 91043'40 5.00 8.00 5.15 26 100 54 53 663.05 126.31 63.35 2 89 59 58 5.00 7.85 5.00 27 05 56 08 663.05 68.69 34.38 3 18 01 33 791.00 248.85 125.46' - 28 177 19'340 4.61 14.26 197.36 5 01"19'56* 909.00 21.14 10.57 29 182040'M'- 5.31 16.92 1 � �- r- 9 1 92"52'-19' 5.00 8.10 5.26 30 180 31'11 3.08 9.69 --- R=$50.00 -}� �- -� �� 10 00*00,160 99204.31 7.63 3.82 31 179033'150 3.01 9.44 774.06 --- �-- - 11 91 32 54 5.009 7.99 p5.14 32 179 33 19 3.01 9.44 9776.03 _-- 12 88958'30w 16.001 24.85 15.721 33 180 32 25 4.67 14.71 � 13 87026"09" 16.00 24.42 15.30 34 179 27 28 4.52 14.16 955.75 --�` 14 91"47'550 5.00 8.01 5.16 35 180022"120 2.99 9.41 -- -- - 15 DO Z2 46 929.00 6.15 3.08 38 180 22 12 T_9_9'_ 9.41 -- --- 16 90"18'36w 5.00 7.88 5.03 37 180"22'120 2.99 99.41 w - ___� 17 20"38'67 909.00 327.38 165.48 38 03 18 51 727.05 42.05 21.03 18 01"55'580 1017.00 34.31 17.16 39 02615'02* 727.05 28.56 14.28 19 ag*46"15w 20.00 31.34 19-921 40 02015'02 727.05 28.56 14.28 20 87 31 20 20.00 30.55 19.15 41 02"15'020727.05 28.56 14.28 21 16 39 20 953.00 277.03 139.50 42 02615'020 727.05 928.56 14.28 ----�� � � 22 87 35 53 20.00p 30.58 19.18 44 00 04 18 w727.05 0.91 90.45 �. 23 89`57`39'" 20.00 31.40 19.99 45 00614F30= 973.00 4.10 2.05 0238 24 38 1017.00 91 46.93 23.47 46 01 38 OS 973.00 27.77 13.88 0_ 25 90 25 21 5.00 7.a9p 5.04 PLANNING ■ DESIGN ■ CON8TRUCTION 27535 YNEZ ROAD, SLATE 400 20 0 20 40 60 TEAECULA, CALFOR NA 92591-4679 CONSULTING 909.676.8042 ■ FAX 909.676.7240 www.RBF.com LD03 239GR GRAPHIC SCALE CSD03-0031 CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK �p E S S 1 DESIGNED BY DRAWN BY CHECKED BY DRAWING NO. SCALEp C ��'�� MCH RAM MCH RECOMMENDED BY: DATE: �� CITY OF TDEPARTMEW OF S WONIM CONTRACTOR HORIZONTAL ,�`��� ��, PLANS PRE ARE UNDER THE SUPERVISION OF �F ,.¢ L �' W. " ACCEPTED BY: V DATE: 3 T NARVIESTON C MMUNiTY PARK INSPECTOR SEE PAGE 1 AS NOTED �N0.63494 ag ^" __ � p. � DATE: �- '� RONALD J. PARKS - TRACT 29639-2 LOT 12 VERTICAL t 1111 MATTHEW C. HICKS DEPUTY DIRECTOR OF PUBLIC WORKS - p DATE COMPLETED elf� R.C.E. -EXPIRES:RES: 9-30-06 R.C.E. NO. 19744 EXPIRES:RES: 9-30-05 HORIZONTAL CONTROL PLAN N/A �F C t►�� NO. 63494f�,��989--- SHEET 9 OF 12 1 _ SEE N0 .MATCH LINE do 1mommom .� . 1L dMEIIIIIIIIIIIIIIIIIIIII0 "NEFIIIIIIIIIIII, � 1 SHEET N0 . 9 LINE _r MATCH _ L ""~ �'^' M 15 27 E 24' 30.81'wN26.47'55"Eco 30.e1 fix. • rr� N73 33 t)5 E a 5.00" 14.996 w '430E r ,3 E 7 vi 15 24' miss 055"0■ W 6.00' goo � 9 30.19 11 Zz N"J"3'33'05"E 6.00' o COUNTY N (Gobi a . ¢° N154d CENTER ����rE 02W 37.30 24' N16'06'55"W DRIVE •03'43"E 6.001' g 15.02' •46 003rW �j \ N50.46'03"W 13.76' • . 1'W Ja4'1.3'5+8"F N60.46'030W 12.66' N74.13'58"E 3.42' 6.00' N15.46*02"W N15.56'16"W N50 •46r030 W 240 16.100 r N60.56'170W 15.00' N74.03'440E \ / • 6.000 D� a � N74.03'440E 24' 6.00' N15.56'16"W in H��•5a•1a"W N 6.00' "03.440E N29"03'43" 6.00' 16.00 N29'03'43" N74.03'442'E N15"56'16"W 16.00 6.00 20m' �. 4 M �• w • w w r *(004,30E q0r4,3rE Aa 16.00 18.00 N74.030440E 6.000 N74.03'440E IN ( 6.00• lw \_ • r r `o / :- v- N155616W / An r NIS*56'16"W TRA C7r 30667 6.00' NI19440E 6.00' CURVE DATA •16"W / E DELTA RADIUS LENGTH TANGENT N 5 20 38 07 909.00 327.38 165.48 6.00' �����"E 6 90018'39w5.00 7.88 5.03 7 00 T4-'5-8'- 929.00 5.75 3.37 N74'03.440E a.w 14.34' 8 91 23 11 5.00 7.97 5.12 6.00, =� �° J 9 m 48 43 16.001 24.80 15.67 110 90"25"44w 10.{10 15.76 10.108 11 89 34 l9w 5.0017.82 4.96 12 89049'470 5.00 7.84 4.99 • "E r-� 13 90 00 02 5.00 7.85 5.00 24' 31.00 24' u 14 65 100 2.3w 220.00 250.25 140.62 16 33"24'03w 500.00 291.48 150.01 N29 103 #3"E �•� �rE � T7 24 X24.00 4305.47 T57.21 31. N 18 65"09'310 196.00 222.90 125.25 :r 19 180 00 00 6.00 18.85 2.12E+16 20 88 53 55 5.001 7.76 4.90 �. 21 01 55 58 1017.00 34.31 17.16 N 22 180632'28* 4.67 14.719 - 23 179 027 36 4.52 14.16 959.35 24 180600,000 4.50 14.14 N29.03'43"E 25 180 00 05 4.50 14.14 -- N29.03'430E 158. 26 180"6U'04 3.00 9.42 -- 15.00' �� 27 180 00 (0 3.00' 9.42 -- . \.�3► 28 000-35000M973,.4)0 9..91 4_96 29 01-22-33- 973.00 23.37 11.68 � / 1 SGP�F. PLANNING ■ DESIGN ■ CONSTRUCTION / 20 0 20 40 60 ■ ■ ■ 27555 Y'NEZ ROAD,SIITE 4)00 � TEMECULA, CALFGRAPHIC SCALE ORNIA 92591-4679 / CONSULTING 909.676.8042 ■ FAX 909.676.7240 • wwwFSF.com LD03-239GR CSD03-0031 CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE S S 1 pN DESIGNED BY DRAWN BY CHECKED BY DRAWlM NO. '�C. � MCH RAM MCH RECOMMENDED BY: DATE: �� �Z CITY OF T01^ PUBW WOW CONTRACTOR HORIZONTAL ,�`� �� f a, PLANS PREP RED DER THE SUPERVISION OF ACCEPTED BY: DATE: If/JZ o3 T RARVEST01 COMMUNITY PARS( INSPECTOR SEE PAGE 1 AS NOTED w � ■905 � It-� 'b DATE: RONALD J. PARKS TRACT 29539-2 LOT 12 .0 P / / '¢ MATTHEW C. HICKS DEPUTY DIRECTOR OF PUBLIC WORKS p DATE COMPLETED VERTICAL CIVI � Jrl _ _ 11'�--:.��ea:�- ~ FEXPIRES:RES: R.C.E. NO. 19744 EXP I RES: 9-30-05 f HORIZONTAL CONTROL PLAN N/A OF ����� R.C.E.R.C.E. NO. 63494 9 30 06 �,� SHEET 10 OF 12 CURVE DATA LIPS DATA DELTA RADIUS LENGTH TANG MT "IPG RADIUS LENGTH TMW4T I 1 W24500 03 00 500. 291.48 150.01 1 N28 12 11 E -- 1.00 -- n 2 89656y420 25.00 39.25 24.98 2 N61 47 49 N - 7.67 -- 3 (36019158w J667.00r i 1 i.30 55.71 3 NWO 12'11 OE -- 8.42 - �� 30668-2 - 4 91 08 50 8.00 12.73 8.16 4 N61 47 49 --N 6.17 -- �� 5 91 06 50 8.00 12.73 8.16 5 N28 12 11 E -- 1.33 8 22 v 13'W 1007.00 390.51 197.74 6 N61 47 49 N --- 8.17 -- 7 33024'030524.00 305.47 157.21 7 N28 12 11 E - Pa.42 8 89 43 Z6 5.00 7.83 4.98 8 NB1 47 49 N - .679 00 18 50 1031.00 5.05 2.52 9 N28 19 31 E -- .00 -- 10 876511410 5.00 97.67 94.82 11 30 43 55 1051.00 563.73 288.82 13 89 43 28 3.00 7.83 4.98 13 .35 1031.00 7.07 3.54 14 180 19 58 N3.01 99.47 0 - 15 180 20 03 3.01 9.47' --- 16 180 20 0 040 3.01 9.47 17 180 ,m 00 3.01 9.47 1 - O 18 180 19 57 3.01 9.471 1 200 20 40 60 GRAPHIC SCALE TRACT 30668 �J \ Ilk- J 1 r 2 8 i0•°'0 7 ............... - 6, 6 9 -.-+ llll_,-----� �+- 7 0 - \ . . . � z NC11 S1 44 N IVE �•�,�"E x,17" DR10.20' 3 r Nl• 0 �V ES� HA �. , ND4.W 9 73"E 4 10.20' 5 8 B 9 7 I 4 5 1O2 B 3 1 N28 12 ZO E � �- 3.17' j a � . w 8� 4 8 z z W W 4 W W A �cm � I� JARg gN Jw � o .1 .ci• ,ri $ m• r n n N27'32110"E 14.50' gillW J PLANNING ■ DESIGN ■ CONSTRUCTION 2755'5 YNEZ ADAD, 911RE 400 TEMECULA, CALFOFiPNA 92591-4679 C E3N S U LT I N C3 909.676.8042 ■ FAX 909.676.7240 • www.FW.com LD03-239GR CSD03-0031 CONSTRUCTION RECORD DATE BY REVISIONS DATE ACCO BENCH MARK SCALE QR I v E S S JOS,' DESIGNED BY DRAWN BY CHECKED BY DRAWING NO. �p w C. MCH RAM MCH RECOMMENDED BY: DATE: �lCITY OF TEMECULA DEP OF PUBLIC ry�g CONTRACTOR HORIZONTAL ,��� �� yf tea, PLANS PREP D UNDER THE SUPERVISION OF - �/LIZAS NOTED No.63494 r ACCEPTED BY: DATE. tcw5 NARVIESTION COMMUMITY PARK INSPECTOR SEE PAGE 1 Exp. 9/30/06 DATE. I "'T RONALD J. PARKS TRACT 29639-2 LOT 12 ATTHEW C. HICKS DEPUTY DIRECTOR OF PUBLIC WORKS N DATE COMPLETED VERTICAL Jr' C/Y�` p�~! N/A rF OF C k �0 R.C.E. NO. 63494 EXPIRES: 9-30-06 R.C.E. NO. 19744 EXPIRES: 9-30-05 f�f isea: � HORIZONTAL CONTROL PLAN SHEET 11 OF 12 cls 30MIN. �.� TRACT 30658-2 O, ,- TRACT 30668 FILTER FABRIC Z —~ -- �-- y BELOW 50 0 50 100 150 r 10 TO 3" COURSE ;a _ AGGREGATE 71 GRAPHIC SCALE -�-� - / 69 71 7 . 70 C�111 S TfiOC T1��'�I V >E1f11 TRS AVC,E t 71 HAi�VESTON DRIV 71 Nor TO SCALE • - \ t�► �._/ THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT 71 0 - 71 - TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT–OF–WAY. THIS MAY 71 _�' 7 0 / i - REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS - _ �4 DEMAND, AND REPAtR ANO/OR CLEANOUT OF ANY MEASURES USED TO STOP 71 0 0 71 SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO 0 0 0 41// ALL DISTUMED - 1 PUBLIC RIGHTS–OF–WAY SHALL BE REMOVED IMMEDIATELY. 0 ° ' 71 ' 71 71 AREAS 0 0 0 r, 71 -� WHEN NECESSARY, WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC RIGHTS–OF WAY. WHEN WASHING IS REQUIRED, IT Q 71 71 ° 0 ° / / 7 71 �� SHALL BE DONE ON AN AREA STABILIZED WITH STONE THAT DRAINS r 71 - INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. ALL SEDIMENT �l,I -r" SHALL BE PREVENTED FROM ENTERING ANY STORM BASIN, DITCH OR WATER– ? - z -71 -�- COURSE THROUGH USE OF SANDBAGS, GRAVEL, BERMS OR OTHER APPROVED r4V 71 7 -� METHODS. Q 7 I / 71 �. 71 71 / � 1 TRACT 30557 �, 71 I74 / ALL S � I T�rP. 71 / / 7 \ I I l 71 0 71 p 71 9,c / I h /I 71 ` 71 \I 7 1 \ s. 4 � 7 I I 71 1 0 ° a \ y.� T /I e 71 I I , I + - / I / 7 PsN 71/I 71 o 7 4071 7 a 71 71 71 I % 71 w .M 71 71 / 71 71 71 71 ; 71 71 71 , . . ;. I 71 71 I � 71 74 r I I 0All D I STIED / II � AREAS TY-P. J 71 71 1 74 71 - _ �� 71 IS 0 _1-�- -�- i I AREAS TYP. 7 1 --- �- 71 71 71 71 r 1 71 0 �- - � EQUITY DRIVE � .._... - --� 0 17 18 – 71 71 16 11 W 9 '' r 14 �- LEGEND '' Erosion Control Notes: H 13 droseedinc Notes: --_– 12 �---- — INSTALL GRAVELBAG INLET THE CONTRACTOR SHALL CONFORM TO THE FOLLOWING HYDROSEED MATERIALS: 1. ALL SLOPES STEEPER THAN 4:1 SHALL BE HYDROSEEDED. RECOMMENDATIONS WHICH STATE: HYDROSEED MATERIALS SHALL CONSIST OF THE FOLLOWING COMPONENTS PROTECTION 2 BAG HIGH x 1 BAG WIDE "PRIOR TO PLANTING AND FOLLOWING SOIL PREPARATION, ON A PER ACRE BASIS: CONSTRUCTION NOTES 2. ALL INLETS SHALL BE PROTECTED WITH A GRAVELBAG DIKE. EXISTING WEEDS WILL BE REMOVED (BY HAND) OR 1800 LBS WOOD F48ER MULCH TREATED WITH A NON–RESIDUAL HERBICIDE (i.e. ROUND–UP). HYDROSEEDING 70 CONSTRUCTION ENTRANCE PER DETAIL ON THIS SHEET WILL BE CONDUCTED IMMEDIATELY (WITHIN TWO DAYS) FOLLOWING A 300 LBS. 16-20-0 AMMONIUM PHOSPHATE PLANNING DESIGN ■ C�NSTRlJCT1�N 3. CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL MEASURES AND RAIN EVENT GREATER THAN ONE–HALF INCH. IF RAIN DOES NOT 300 LBS. UREAFORM 38-0-0 (WITH A MINIMUM 26% WATER INSOLUBLE NITROGEN) CONSTRUCTION ENTRANCE 71 GRAVEL BAG PROTEC ION COMPLIANCE WITH ALL SOUTH COAST AQMD RULES AND COINCIDE TH THE DESIRED PLANTING DATE, BOTH THE GROUND AND 100 LBS. SOIL SULFUR �NSTALL WI 2 BAGS HIGH X 1 BAG WIDE REGULATIONS. CONTRACTOR IS RESPONSIBLE TO OBTAIN ALL THE PLANT MATERIAL MUST BE THOROUGHLY IRRIGATED PRIOR TO REQUIRED PERMITS AND APPROVALS FROM AQMD. ALL GRADING SEEDING TO ALLOW FOR GERMINATION AND ADHERENCE TO THE SOIL." 300 LBS. AGRICULTURAL GYPSUM 27555YNEZ'ROAD,SLATE 400 73 SLOPES PER NOTES ON THIS SHEET OPERATIONS SHALL BE SUSPENDED DURING 2nd OR WORSE STAGE 150 LBS. SEED FOR PLANTAGO tNSULAMS {96% PURITY/75% GERIONATtON) TEMIECULAy,CALIFOR MA 925®1-4679 CONSULTING 909.6768042 ■ FAX 909.676.7240 ■ wrwv.RBF.com r 74 USE WATER TRUCKS FOR DUST CONTROL SMOG ALERTS BY AQMD. ALL SLOPES OVER FIVE (5) FEET HIGH AND 10 :1 OR STEEPER HYDROSEEDED AREA SHALL BE HYDROSEEDED AS NOTED ABOVE. LD03-239GR i CSD03-0031 CONSTRUCTION RECORD DATE BY REVISIONS DATE ACCID BENCH MARKp F I' ��' S S 1 DESIGNED BY DRAWN BY CHECKED BY / _ / DRAWING NO. SCALE QR C MCH RAM MCH RECOMMENDED BY: DATE: /00l CITYOF TEMECULA of PUBLIC W MS O CONTRACTOR HORIZONTAL •� PLANS P EPA UNDER THE SUPERVISION OF `� ��� yf �y ACCEPTED BY: DATE: / �3 T NARVESTON CONISAUN TY PARK AS NOTED RONALD J. PARKS INSPECTOR SEE PAGE 1 No.�j� d DATE: TRACT ZSG39-Z LOT 12 12 4 MATTHEW C. HICKS DEPUTY DIRECTOR OF PUBLIC WORKS vY DATE COMPLETED - VERTICAL 'lF ,,= EROSION AND SEDIMENT CONTROL PLAN N/A r ���l R.C.E. NO. 63494 EXPIRES: 9-30-06 R.C.E. NO. 19744 EXPIRES: 9-30-05 f���eQ- � � SHEET 12 OF 12