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Home My WebLink AboutTract Map 29639-1 Lot 15 Precise Grading GENERAL NOTES EROSION CONTROL NOTES 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA, AND RELOCATION COSTS OF ALL EXISTING UTILITIES. PERMITTEE MUST 1. EROSION CONTROL IS REQUIRED FOR GRADING OPERATIONS DIMING INFORM THE CITY OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO HARVESTON TRACT NO. 29639 1 THE RAINY SEASON, FROM OCTOBER 15TH TO APRIL 15TH. APPROVED BEGINNING OF CONSTRUCTION. PLANS ARE REQUIRED FOR ALL ROUGH GRADING. PHONE: (909) 694-6411 2. THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO THE HARVESTON 2. IN CASE OF EMERGENCY, CALL BILL STORM OF LENNAR HOMES AT SPECIFIC PLAN _ (562) 699-4550. RK 3. ALL WOSHALL CONFORM WITH THE REQUIREMENTS OF THE CITY OF TEMECULA is 1! LOT 15LAKE HOU E PRECI E RADING 3. THE DESIGN CIVIL ENGINEER WILL SUPERVISE EROSION CONTROL WORK AND PUBLIC WORKS DEPARTMENT IMPROVEMENT STANDARDS AND SPECIFICATIONS, DATED INSURE THAT WORK IS IN ACCORDANCE WITH THE APPROVED PLANS (IF OCTOBER1998, AND SUBSEQUENT AMENDMENTS. REQUIRED). 4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER, 1 4, EQUIPMENT AND WORKERS FOR WORK SHALL YALE AVAILABLE AT TO INSTALL STREET CENTERLINE MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY "� '�"• ALL TIMES DURING THE RAINY SEASON. NECESSARY MATERIALS SHALL BEORDINANCE M0. 461 (TRACTS AND PARCEL MAPS ONLY). AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCAT I ONNS TO S. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS TO THE CITY OF TEMTEMECULA DEPARTMENT OF PUS I C WORKS FOR AN ENCROACHMENTi• ,�,a►"� .�,dws� PERMIT FOR ALL WORK ON EXISTING CITY MAINTAINED ROADS, AND FOR UTILITY IMMINENT. WORK WITHIN OFFERS OF DEDICATION FOR PUBLIC USE. r ��", LAKE, �,�s g � 5. DEV I CES SHALL NOT BE MOVED OR MODIFIED W I TH7UT THE APPROVAL OF THE 6. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE PRIOR TO LOT 17 ~] CITY ENGINEER. PAVING THE STREET SECTION INCLUDING, BUT NOT L I M I TED TO, THE FOLLOW I N(Rt '`00.3 �-----� SEWER, WATER, ELECTRIC, GAS kDRAINAGE. �"� 6. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END 7. CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND CONSTRUCTED OF EACH WORKING DAY WHEN THE S-0AY RAIN PROBABILITY FORECAST EXCEEDS x "•-___ _ - _ w- - 40X. ACCORDING TO STANDARD NO. 207 AND/OR NO. 207A, AS DIRECTED IN THE FIELD. u. J S. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLYLi 7. AFTER A RA I NSTORI�t, ALL SILT AND DEBRIS SHALL 19E REMOVED F'tRW CHECK TO CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) FOR AN ENCROACHMENT LOT 1 BERMS, SILT FENCES, AND DESILTING BASINS, ETC. '/ PERMIT FOR ALL WORK PERFORMED WITHIN THE STATE RIGHT-OF-WAY. 5 oa J �. Q 8. GRADED AREAS AROUND THE TRACT PERIMETER MUST DRAIN AWAY FROM THE 9. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS (*) BE TAKEN VICINITY MAP --- FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. AFTER ROUGH GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. USE STANDARD NO. 401 IF EXPANSIVE SOILS ARE ENCOUNTERED. (* INSERT "SHALL NOT TO SCALE -" 9. THE DEVELOPER SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY FOR TRACTS AND PARCEL MAPS OR "MAY" FOR PERMIT CASES.) LEGEND �.-- PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOINNt]ED • • • r WATER CREATES A HAZARDOUS CONDITION. 10. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN •! , • . (14) DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING AND SHALL BE APPLIa ED TOP CURB •- �� 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. BOTTOM OF STAIR BS 14 AREAS ARE COMPELTE PER ROUGH GRADING PLAN. 11. PRIME COST REQU I RED PRIOR TO PAVING ALL GRADE IN EXCESS OF TEN PERCENT. TOP OF SLOPE/TOP OF STAIR TS LOT 1 E o 11. THE OR MODIFICATIONSDEPARTMENT E ANO TO TH I S WORKS RESERVES AS DEEMED THE NECR I GHT M MAKE CHANGES 12. INSTALL STREET TREES IN ACCORDANCE WITH THE HARVESTON SPECIFIC PLAN END CURVE EC 12. INFORMATION ON THIS PLAN IS FOR EROSION CONTROL ONLY. ALL OTHER INFORMATION IS SUBJECT TO CHANGE. 13. STREET LIGHTS SHALL BE INSTALLED IN ACCORDANCE WITH THE HARVESTON BEGIN CURVE BC SPECIFIC PLAN ® 13. TEMPORARY EROSION PROTECTION IS REQUIRED FOR MANUFACTURED SLOPES 14. AS DETERMINED BY THE CITY ENGINEER, THE DEVELOPER IS RESPONSIBLE AS A FLOWLINE FL PRIOR TO PERMANENT PLANTING. MINIMUM FOR ROAD IMPROVEMENTS TO CENTERLINE AND MAY BE REQUIRED TO RECONSTRUCT 14. AREAS SHALL BE MAINTAINED IN SUCH A STATE THAT FIRE ACCESS SHALL BE EXISTING PAVEMENTS, INCLUDING BASE, AND MATCHING OVERLAY REQUIRED TO LOW POINT (INLET REQUIRED) LP f MEET THE STRUCTURAL STANDARDS FOR THE CURRENT ASSIGNED TRAFFIC INDEX. MAI NTA I NED AT ALL TIMES (I-W LUD IMG. ACCESS TO NEIGHBORING PROPERT IES). 15. ONLY LANDSCAPING CONSISTING OF GRASS AND PARKWAY TREES MAY BE INSTALLED HIGH POINT � 15. NO OBSTRUCTION OR DISTURBANCE OF NATURAL DRAINAGE COURSES OR EXISTING WITHIN PARKWAYS ON LOCAL RESIDENTIAL STREETS WITHOUT SEPARATE LANDSCAPE STORM DRAIN INLETS SHALL OCCUR DURING THE RAINING SEASON, UNLESS PLANS. ALL OTHER TYPES OF LANDSCAPING IN THESE AREAS, AND ALL LANDSCAPING BOTTOM OF WALL (FINISHED SURFACE) BWADEQUATE TEMPORARY/PERMANENT DRAINAGE FACILITIES HAVE BEEN APPROVED ON ALL OTHER STREETS SHALL REQUIRE SEPARATE LANDSCAPE PLANS. ALL LANDSCAPING o �', AND INSTALLED TO CARRY SURFACE WATER TO THE NEAREST PRACTICAL STREET, ENCROACHMENTS SHALL CONFORM TO RIVERSIDE COUNTY "STANDARDS RELATING TO THE TOP OF WALL (FINISHED SURFACED) TW g 64 AND STORM DRAIN OR NATURAL WATER COURSE. ADMINISTRATION OF LANDSCAPE ENCROACHMENTS DATED JANUARY 1989. N R 115. PURSUANT TO THE CITY OF TEMECULA ORDINANCE NO. 90-12, THE DEVELOPER F I N I SHED SURFACE FS r 16. THE DEVELOPER SHALL CONDUCT HIS OPERAT I ONS IN SUCH A MANNER THAT SHALL INSTALL ALL REQUIRED CABLE TV FACILITIES. v� STORM RUNOFF WILL BE CONTAINED WITHIN THE PROJECT OR CHANNELED INTO INVERT INV ® THE STORM DRAIN SYSTEM WHICH SERVES THE RUNOFF AREA. STORM RUNOFF 17. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOTE RELIEVE THE FROM ONE AREA SHALL NOT BE ALLOWED TO DIVERT TO ANOTHER RUNOFF AREA. APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE GRADE BREAK GB APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY 17. CONFORMANCE WITH THE REQUIREMENTS OF THESE PLANS SHALL IN NO WAY ENGINEER FOR REVIEW AND APPROVAL. FINISH FLOOR ELEVATION FFE RELIEVE THE CONTRACTOR FROM HIS RESPONSIBILITIES TO THIS SITE AND 1ADJACENT PROPERTIES. TEMPORARY EROSION CONTROL SHALL CONSIST OF, d. ALL WALLS SHOWN ON THESE PLANS ARE PER A SEPARATE PERMIT. 0 BUT NOT BE LIMITED T0, CONSTRUCTING SUCH FACILITIES AND TAKING SUCH 19. CONTRACTOR SHALL PROVIDE A RELATIVELY FLAT 24" WIDE MAINTENANCE ACCESS PATH TYPICAL TYP. MEASURES AS ARE NECESSARY TO PREVENT, CONTROL AND ABATE WATER, MUD AT TOP OF ALL SLOPES. KEEP IRRIGATION AND PLANTINGS CLEAR OF THIS AREA. AND EROSION DAMAGE TO PUBLIC AND PRIVATE PROPERTY AS A RESULT OF THE 20. MINIMUM 6" PIPE SLOPE SHOWN ON THESE PLANS SHALL BE 0.5%. PLANTING AREA PA CONSTRUCTION OF THIS PROJECT. PAVING NOTES CONSTRUCTION NOTE NUMBER 8 18. SLOPES CONSTRUCTED PRIOR TO OCTOBER 1ST SHALL BE TREATED FOR EROSION 1. MINIMUM PARKING LOT GRADE SHALL BE ONE (1.0) PERCENT. CONTROL PRIOR TO OCTOBER 15TH. SLOPES CONSTRUCTED AFTER OCTOBER 1ST SHALL BE TREATED FOR EROSION CONTROL AS THE CONSTRUCTION OF SLOPE 2. MINIMUM GRADE FOR RIBBON DRAINS SHALL BE 0.50 PERCENT. PROJECT BOUNDARY LAKE HOUSE ROAD PROGRESSES IN INCREMENTS OF 25 FEET OR LESS MEASURED VERTICALLY. 3. AN APPROVED SOIL STERILIZER SHALL BE USED ON ALL BADE SURFACES STORM DRAIN PRIOR TO PLACEMENT OF PAVING. EXIST. _ _ 19. FILL AREAS, WHILE BEING BROUGHT UP TO GRADE AND DURING PER I005 OF COMPLETION PRIOR TO FINAL GRADE, SHALL BE PROTECTED BY VARIOUS 4. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NDT LESS THAN FOURTEEN PROPOSED STORM DRAIN _ _ _ MEASURES TO ELIMINATE EROSIONI AND THE SILTATION OF DOWNSTREAM (14) DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING AND SHALL BE FACILITIES AND ADJACENT AREAS. THESE MEASURES MAY INCLUDE, BUT APPLIED AT A RATE OF 0.05 GALLONS PER SQUARE YARD, ASPHALT EMULSION SHALL NOT BE LIMITED TO: TEMPORARY DOWN DRAINS, EITHER IN THE FORM SHALL CONFORM TO SECTIONS 37, 39 AND 94 OF THE STATE STANDARD PROPOSED A.C. PAVEMENT OF PIPES OR PAVED DITCHES WITH PROTECTED OUTFALL AREAS; GRADED BERMS SPECIFICATIONS. AROUND AREAS TO ELIMINATE EROSION OF FILL SLOPES BY SURFACE RUNOFF; 5. THE SU3D I V I DER OR CONTRACTOR SHALL APPLY TO THE CITY OF TEMECULA EARTHWORK QUANTITY ESTIMATE CONFINED PONDING AREAS TO DES I LT RUNOFF; TEMPORARY CHECK DAMS IN TOE DEPARTMENT OF PUBLIC WORKS FOR AN ENCROACHMENT PERMIT FOR ALL WORK INDEX MAP OF SLOPE DITCHES TO DES I LT RUNOFF; PROTECTION SUCH AS SAND BAGS WITHIN CITY RIGHT-OF-WAY. AROUND INLETS WHICH HAVE NOT BEEN BROUGHT U' TO GRADE; AND EARTH RAW CUT: 1836 YDS SCALE: 1"=50' BERMS AND APPROPR I ATE GRADING TO DIRECT DRA I NAGE AWAY FROM THE EDGE 6. THREE SPECIAL INSPECTIONS ARE REQUIRED BY THE DEPARTMENT OF PUBLIC RAW FILL• 3205 YDS OF THE TOP OF SLOPES SHALL BE CONSTRUCTED AND MAINTAINED ON THOSE IS PLACED AND THE THIRD WHEN THE A.C. HAS BEEN PLACED. WORKS, ONE I NSPECT I AT BGRADE, THE SECOND AT THE TIME THE BASE 1369 YDS (IMPORT) COI�STRUCT 101� MOTE'S & QUA ESTIMATE CONSTRUCTION NOTES & QUANTITY ESTIMATE FILL AREAS WHERE EARTHWORK OPERAT I ONS ARE NOT IN PROGRESS. 7. THE CONTRACTOR SHALL BE RESPONS I BLE FOR THE CLEARING OF THE PROPOSED NO. I TEM QUANT I TY UN I T NO. I TEM QUANTITY UNIT 20. TOP OF CUT BROW DITCHES, WHERE REQUIRED ON THE PLAN, SHALL BE WORK AREA, AND RELOCAT I GAN AND COST GE ALL EXISTING UTILITIES. THE 1 4* SOLID WHITE STRIPE TO CREATE 9'X 18' PARKING STALL 1 LS 37 INSTALL 18" HDPE FITTING 14 EA CONSTRUCTED PR I OR TO EXCEED I NG TWELVE (12) FEET OF CUT MEASURED VERT I CALLY CITY SHALL BE INFORMED 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION AT (909) 694-6411. 2 9'X18' HANDICAP PARKING STALL PER DETAIL ON SHEET 9 1 LS 38 INSTALL 12" HDPE FITTING 2 EA 21. CLEARING AND GRUBBING SHOULD BE LIMITED TO AREAS THAT WILL RECEIVE 8. A COMPACTION REPORT BY A SOILS ENG I NEER SHALL CERTIFY 95 PERCENT 11 CONSTRUCT TYPE "D-6" CURB ONLY PER C.O.T. STD. 204A 1084 LF 39 INSTALL 8" HDPE FITTING 14 EA I MMMED I ATE GRADING. EROSION CONTROL MEASURES WILL BE REQU I RED TO COMPACTION GF BASE PRIOR TO CALL FOR SECOND INSPECTION AND APROTECT AREAS WHICH HAVE BEEN CLEARED AND (RUBBED PRIOR TO GRADING PLACEMENT OF ASPHALT PAVING. 12 CONSTRUCT TYPE "E" CURB AND GUTTER PER C.O.T. STD. 205 399 LF 40 INSTALL 6" HDPE FITTING 26 EA OPERAT I GAN, AND WHICH ARE SUBJECT TO RUNOFF DURING THE PERIOD OF THE 9. COMPACTION TEST OBSERVATION OF 5<1BCRADE OR BASE ROCK GRADE SHALL 13 ICONSTRUCT 2' RIBBON GUTTER PER DETAIL ON SHEET 9 150 LF 41 INSTALL 4" HDPE FITTING 32 EA RAINY SEASON. THESE MEASURE MAY INCLUDE BUT SHALL NOT BE L I M I TED To- BE COORDINATED BY THE CONTRACTOR WITH THE SOILS ENGINEER GRADED DITCHES; BRUSHi BARRIERS AND SILT FENCES. CARE SHALL BE LEER AND THE 14 CONSTRUCT COMMERCIAL DRIVEWAY APPROACH PER PER C.O.T. STD. 207 2 EA 42 INSTALL NDS #1214 12"X 12" MANGANESE BRONZE GRATE k FRAME OR APPROVED EQUAL. 4 EA EXERCISED I SED TO PRESERVE VEGETATION BEYOND LIMITS OF GRADING. E PROJECT INSPECTOR, ALL GRADE INSPECTIONS WILL BE IN CONJUNCTION a WITH OR PRECEDED BY COMPACTION TEST 1 NG. 15 REMOVE EXISTING CURB k GUTTER --- -- INSTALL 9"X9" NDS #931 DEEP HOUSING SPIGOT ADAPTER W/NDS #981 ATRIUMEA O 43 GRATE (UNLESS OTHERWISE NOTED) 1 73 22. THE DEPARTMENT OF PUBLIC WORKS' lkPPROVAL dF THE PLANS DOES NOT 0 10. FINAL PAVEMENT STRUCTURAL SECTION DESIGN SHALL BE SUBMITTED TO THE 16 CONSTRUCT HARDSCAPE PER LANDSCAPE ARCHITECTS SPECIFICATIONS 27,965 SF RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERIROR D I RECTOR OF PUBLIC WORKS FOR APPROVAL A MINIMUM OF TEN DAYS PRIOR TOHE17 LANDSCAPED SURFACE PER LANDSCAPE ARCHITECT'S S PLANS __ __ � INSTALL 12"X8" N-12 ADS-NYOPLAST SERIES INLINE DRAIN W/LOCKING CAST 10 EA AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE REQU I RED o PLACEMENT OF BASE MATERIAL. THE DESIGN SHALL ADHERE TO THE METHODOLOGY Q IRON GRATE PLAN REVISION SHALL BE PROMPTLY SUBMITTED TO THE DEPARTMENT OF SET FORTH IN CHAPTER 600 of THE HE "R* V HIGHWAY DESIGN MANUAL AND 18 CONSTRUCT WALL PER SEPARATE PERMIT (BY OTHERS) -- ---- INSTALL 8X4 N-12 ADS-NYOPLAST SERIES INLINE DRA I N W LOCKING CAST A PUBLIC WORKS FOR APPROVAL. N ZZ UTILIZE THE "R" VALUE METHOD. THE "R" VALUE TESTS SHALL BE CONDUCTED 45 IRON GRATE A(:�) x IN ACCORDANCE WITH CALIFORNIA TEST N10. 301 AND SHALL BE PERFORMED BY A 19 CONSTRUCT 3" AC W/SEAL COAT OVER 6" A.B. (CLASS 2) 21 ,094 094 SF 23. ALL GRADED SLOPE AREAS 5� OR MORE IN HEIGHT SHALL 8E HYDROSEEDED v REGISTERED ENGINEER. THE NUMBER AND LOCATIONS OF THESE TESTS SHALL BE46 INSTALL fi"X6" NDS #923P6 BRASS GRATE WITH STYRENE ADAPTER 3 EA � SUBJECT TO APPROVAL BY THE D I RECTOR OF PUBLIC WORKS. 2O CONSTRUCT STAIRS PER LANDSCAPE PLANS -- -- UNLESS SUFFICIENT I C I ENT NATURAL VEGETATION HAS BEEN ESTABLISHED I SHED AS DETERMINED 11. ASPHALT CONCRETE SHALL CONFORM TO ALL PROV I S I ONS OF SECTION 203-6 21 CONSTRUCT CURB RAMP PER APWA STANDARD NO. 111-2 (CASE k TYPE PER PLAN) 6 EA 48 INSTALL 8" BY-PASS VALVE PER SPRAY PARK PLAN SPEC I F I CAT I ONS 1 EA BY THE CITY OF TEMECULA INSPECTOR. OF THE CURRENT STANDARD SPECIFICATION OF PUBLIC WORKS CONSTRUCTION. 12" SQUARE POLISHED BRONZE JAY R. SMITH MFG. CO. #2911 FRAME 6 EA 24. JUTE NETTING SHALL BE INSTALLED ON ALL SLOPES OVER 10' IN HEIGHT. ASPHALT SURFACE COURSE SHALL BE C2-AR-4000. MINIMUM THICKNESS IS 2 @ INSTALL LIGHT STD. PER LANDSCAPE PLANS 49 AND GRATE W/ VANDAL PROOF SCREWS) NOTICE TO THE CONTRACTOR: INCHES, MAXIMUM THICKNESS IS 3 INCHES. ASPHALT CONCRETE SECTIONS __ __ o GREATER THAN 3 INCHES SHALL CONTAIN A BASE COURSE OF B-AR-4000, A 23 REMOVE EXISTING WALL 50 CONSTRUCT SLOT DRAIN PER DETAIL ON SHEET 9 370 LF 0 MINIMUM THICKNESS OF 2 INCHES. SHEET INDEX 30 CONSTRUCT HDPE TO RCP JOIN PER ADS STD NO 602 1 EA THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY P I PES OR �+ 70 CONSTRUCTION ENTRANCE PER DETAIL ON SHEET 9 2 EA STRUCTURES SHOWN ON THESE PLANS ARE C>BTA I NED BY A SEARCH OF THE 0 SHT. 1 TITLE SHEET, NOTES, VICINITY MAP, 31 CONSTRUCT CATCH BASIN NO. 4 PER RCFC STD NO CB 10(A=34") 1 EA 71 INSTALL GRAVEL BAG PROTECTION (2 BAGS HIGH GH X 1 BAG WIDE) 1 LS AVAILABLE RECORDS. APPROVAL OF THIS PLAN BY THE CITY OF TEMECULA, uj AND QUANTITY ESTIMATE EASTERN MUNICIPAL WATER DISTRICT OR RANCHO CALIFORNIA WATER v SHT. 2 HORIZONTAL CONTROL AND STRIPING PLAN 32 INSTALL 18" HDPE PIPE (ADS N-12 OR EQUIVALENT) 527 LF w SHT. 3 PRECISE GRADING PLAN 72 I INSTALL SILT FENCE PER DETAIL ON SHEET 9 594 LF DISTRICT DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR a SHT. 4 PRECISE GRADING PLAN 33 JINSTALL 12" HDPE PIPE (ADS N-12 OR EQUIVALENT) 11 LF 731HYDROSEED SLOPES PER NOTES ON SHEET 9 22000 SF COMPLETENESS OR THE EXISTENCE OR NON--EXISTENCE OF ANY UNDERGROUND PLANNING ■ DE9tQN ■ CONSTRUCTIONSHT. 5 PRECISE GRADING PLAN z SHT. 6 PRECISE GRADING PLAN " UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE o JSHT. 7 STORM DRAIN IMPROVEMENT PLAN INSTALL 8" HDPE PIPE (ADS N-12 OR EQUIVALENT) 389 LF 74 INSTALL STRAW WADDLE AT CATCH BASIN INLET 2 EA CONTRACTOR IS REQu I RED TO TAKE ALL DUE PRECAUTIONARY MEANS TO cr SHT. 8 EROSION AND SEDIMENT CONTROL PLAN 35 INSTALL 6 HDPE PIPE (ADS N-12 OR EQUIVALENT) 441 LF 75 USE T DST CONTROL 1 LS PROTECT THE UTILITY L I NES NOT OF RECORD OR SHOWN ON THIS PLAN. 27555 YNEZ ROAD, SUITE 400 SHT. 9 CONSTRUCTION DETAILS ■ ■ 36 INSTALL 4" HDPE PIPE (ADS N-12 OR EQUIVALENT) 1 875 LF 51 N T 4TNFFR A 40PVC-SURROUNDEDY T. 4 LANA A 565 LF ALD03,298GR TECULA, CALIFOFiNMA 92591-4679N SPECIFICATIONS- C D N S U LT I N C3 909.676.@042 FAX 909.676.7240 ■ www.RBF.com 1 52 INSTALL DRYWELL PER DETAIL ON SHEET 72 EA LD02-220G-R c CONSTRUCTION RECORD DATE BY REVISIONS DATE ACCD BENCH MARKF E S 5 1 DESMED BY DRAWN BY CHECKED BY DRAWN NO,SCALE o 11/03 MJB ADDED/MOVED AREA DRAINS; MOVED VAULT. / ® 1�d $*�� EL EL/BS/RM MCH RECOMMENDED BY: DATE: '��3 D CITY O F TE M EC U LA � � 1 1/2" DIAMETER ALUMINUM DISK, FLUSH IN �, ,` -'N C. y e^ " CONCRETE CURB STAMPED "RIVERSIDE VERS I DE HORIZONTAL `�� f N CONTRACTOR � �. � LANS PR @RED UNDER THE SUPERVISION OF o COUNTY BENCH MARK T-46-81 RESET 1997" ACCEPTED BY: AT ''7 0'f EASTERLY OF THE CENTERLINE OF SR-79 AT AS NOTED w Nb.63494 DATE: HARVESTON TRACT 29639 f o INSPECTOR THE SOUTHEASTERLY CORNER OF THE BRIDGE � DATE: 2'��" RONALD J. PARKS - LOT 15 - LAKE HOUSE i� "p' 9/30%e DEPUTY DIRECTOR OF PUBLIC C WORKS i OVER SANTA GERTRUDES CREEK; 4.5 EATTHEW C-- H I KS a NORTHERLY OF TFE SOUTHERLY SIDE OF THE VERTICAL g ---- _ TITLE SHEET, NOTES, VICINITY MAP DATE COMPLETED CONCRETE SIDEWALK. R.C.E. NO. 63494 9-30-06r�.--=i�ea- o ELEVATION - 1097.163' AS NOTED OF C��1 EXPIRES:RES: R.C.E. NO. 19744 EXPIRES: 9-30-05 AND QUANTITY ESTIMATE SHEET 1 OF 9 a 7 • ' "wnow w 8 N CQN9TRUCnQW HTE . 5 .. n � 2 7 1 . o►JIL 4" SOLID WHITE STRIPE TO CREATE 9'X18' PARKING STALL 3 5 • z Q Q2 9'X18' HANDICAP PARKING STALL PER DETAIL ON WET 9 � r a R a.. . . �.m.. o .II ,ai r,tl � I ..-._ ..._ . .. S O 00 4 �I .,,,,y, yy ..........., ,. .... .�.... { .. .b .. - .... BLD COMM 43 R 1 90 00 � _ �...... .............. _... _.. � N 1 132. .. .. Own 411IIIIIIIIIP + ENRON _ 7 1 4 "� .... ............ - + 77, ..... �r,S` l,: J --� 0 ' O � 4 J _ _ 0 01 SPA o .. x ..... ... �IL w ,: ".. ..... Y S r a•. 40 : r , r 77, ( J •'J ..,.It i :P +Ir ._....,,.L... ...... �...... .M ... ... ............... :................ .. ......F... ... ` PI. .. °,., �:,1 ;" p l p,;,.� .... ,III - ■ 1 � l N O .. Id ti. 11:4"7. 10 �r� •'► 71 _._--- ..._ s.. ;.. h fa i I , ■ f f1 •C l !to \ .. I POOL 13 i r r , 4 -ill. ' .; ' N 2 140 069. 4 r a _ ... _.. ... 52 1 ,. , R � I � O O f' 0 O , OONO: 9 O y. TV J I M. 11 I 1 r • 3 O 1 N21406 c� s I to 4 91 r r 11 1• . O brF 4 r • I. rr. BLDG. CORNER 1115.17 O �-{Q• E 6,285,511.37 9 Br/ r � 10 200 20 40 60 , 4 : GRAPHIC SCALE �• ..._ 86 ch 7, BLDB. CORM �o ...... o N 2,140,050.14 ---------- N 2.140.025. 4' E 6,285,583.73 N E 6,285,652.52 • ........ . .. ^. B h / ;t t N .� J N J TYP LINE TABLE �► DELTA BRG RADIUS LENGTH TANGENT REMARK fi g -110 7 w, 4 1 N19w 14 08 -- 40.45 -- -- 2 N70 45 52 W -- 1.85 ---- -- VAN TYP g 7 3 N70 44 46 W -- 10.25 --- -- p 4 N 19 14 08 E 10.00 -- -- �Jr3 5 N70 45 52 w -- 2.37 -- -- 9 T1T 6 N19 13 20 E -- 9.98 -- -- �- 5 1 1 7 N70 45 52111 -- 27.00 -- --- 1 N19 14 08 E -- 13.00 -- -- 4 2 J/ 9 N70 45 52 W -- 15.61 -- -- 2 N �' ft E 10 N19 14 08 E -- 13.00 -- -- N61'2e036*W O CL 11 N70"45'52 W -- 89.00 -- -- 31 ,. 4 7.00' 12 N19 14 08 E -- 15.00 -- -- 13 N70 45 52 W -- 3.00 -- -- ___ 14 N19 14 OSE -- 15.00 -- -- 4 S N 15 N70 45 52 W -- 36.00 -- -- ; co Q 16 N19 14 OSE -- 13.00 -- -- er tV 17 N70 45 52 W -- 12.251 •e► ch 18 N39 14 59 E -- 14.71 -- -- CURVE TABLE 4 �' (o N 19 N50 45 01 W -- 13.00 -- -- DELTA BRG RADIUS LENGTH TANGENT REMARK N r. '^ o_a 20 N39 14 59 E -- 17.63 -- -- 1 t= 94'24'28- 15.00 24.72 16.20 -- r�y 21 N45 53 02 W -- 15.01 �-- -- - -- 4 ❑ _ �� 2 er- 90 00 00 5.00 7.85 5.00 22 N44 29 06 E -- 3.04 -- __ v, 4 O 3 er 90 00 00 15.00 23.56 15.00 -- Z 23 N45 08 46 W -- 15.01 -- __ ui 25 N42 55'510W -- 17.96 -- -- 4 nr 90 00 00 5.00 7.85 5.00 _ , 26 N48 15 40 E -- 8.43 -- -- 5 90 00 00 5.00 7.85 5.00 _- p 27 N44 29 32 w -- 17.89 -- -- 6 90 00 00 3.00 4.71 3.00 _ ' 7 90 00 00 3.00 4.71 3.00 28 N44 29 32 W -- 17.51 -- -- __ �21",24.w t,01 k. 29 N48 15 40 E -- 8.43 -- -- 8 e= 90 00 00 5.00 7.85 5.00 -_ 31 N42 54 48 W -- 12.98 -- __ 9 A-- 69059'09w49.00 59.85 .30 _- 46.30' I N70� 5'09"w .254 1' �y h� 32 N39 14 59 E -- 18.13 -- __ 10 nr 90000,00" 5.00 7.85 5.00 33 N50 45 01 W --- 13.00 -- __ 11 89"37'52 3.00 4.69 2.98 _- er07�36'40 4 O -- 14.21 -- __ 12 nr 89 37 52 3.00 4.69 2.98 R=67.00' - N 34 N39 14 59 E 13 89 35 34 5.00 7.82 4.96 -- L-8.90' 0 35 N19 14 08 E -- 13.00 -- -- T-4.46' , °° 36 N70 45 52 W -- 90.00 -- __ 14 87'14'48- 40.00 60.91 .12 -- U 15nr= 92036'54" 15.00 24.25 15.70 N 37 N 19 14 08 E -- 15.00 -- -- __ M ►� 0 38 N70 45 52 W -- 3.00 -- -- 16 n- 93025'51015.00 24.46 15.93 -- �, cb T 110, 39 N19 14 08 E -- 15.00 -- __ 17 a= 87014'48 16.00 24.36 15.25 - �r�04'23'4S■ 40 N70 45 52 w -- 54.00 -- __ 18 n- 90025'39" 5.00 7.89 5.04 -- R-100•00' w 19 A- 07-50-13- 657.00 89.87 45.00 L=7.67' 41 N19 14 OSE -- 13.00 -- -- 20 &_ 90 00 00 5.00 7.85 5.00 -- T=3.84' w 42 N70 45 52 w -- 5.00 -- �� 21 a- 70;44;(5-4w 54 73.02 90.16 51.84 -- • 23 0= 43 N 19 14 08 E -- 31.19 -- -- 22 90"00'00w5.00 7.85 5.00 -- 21 - N70 45 09 W 330.79 _ 22 _ 1 r 44 N43 40 15 W -- 4.93 -- -- __ `D 45 N48 24 27 W -- 13.99 -- -.- � � 90000'00 3.00 4.71 3.00 46 N49"11',32"W -- 13.99 -- __ 24 A-- 90 00 00 3.00 4.71 3.00 47 N70 45 52 W -- 0.99 -- -- 25 90 00 00 5.00 7.71 5.00' -- O 26 � 90 00 00 10.00 15.71 10.00 LAKE HOUSE 27 a= 89"59'17" 15.00 23.56 15.00 C� 28 04"51'59" 717.00 60.90 .47 -- j 29 00 47 14 699.00 9.60 4.80 -- PLANNING ■ DESION ■ CONSTRUCTION 30 90 15 21 3.00 4.73 3.01 -- o 31 90015'21- 3.00 4.73 3.01 -- I 32 01 28'32N 17.00 18.46 9.23 -- z Z 33 00'49'35- 723.39 10.43 5.22 -- Q 27565 YNR f1OAD, SLM 400 34 A-- 00"44'48N 675.00 8.80 4.40 -- J ■ ■ ■ IEAECULA, CALFOFiMA 9259'1-467'9 35 nr 00"16'24" 675.00 3.22 1.61 �! 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CITY OF Taw arc � HORIZONTAL A!! �� co y1 `^a, PLANS PREPARE LNDER THE SUPERVISION OF c CONTRACTOR y �. � ,r c AS NOTED ►`0 NO-63494 rJ r ACCEPTED BY: DATE: L '' NARVESTON TRACT 29f3G-1 I 81 4T INSPECTOR � 1. DATE: - 9- � �• 9/�� RONALD J. PARKS � �� LOT 1 S ■ LAKE NOOSE v IL DEPUTY DIRECTOR OF PUBLIC WORKS - VERT I CAL `rr C 1111 .�� A�ATTHEW C. HICKS ==tiAM_= ECI$EING PLAN c DATE COMPLETED AS NOTED 'lf OF C 1►1�� R.C.E. NO. 63494 EXPIRES: 9-30-06 R.C.E. NO. 19744 EXPIRES: 9-30-05 -i' --="- a • SHEET 4 OI^ 9 • .11 i SEE SHEET 4 SEE SHEET 4 1.3.7 0,F + r FG i dl fl BLRL 0 10 \ * 1 111 ii I i N ICI 000 1114-17 FM 1113.50 pm ra �N FG ilk. <: F 67 j ol —IONSTRUCTIQH NQ191L. a 1 rp IZ17 —6" CURB ONLY PER C.O.T. STD. 204A 14, CONSTRUCT TYPE "D F�_ @ CONSTRUCT TYPE *Ew CURB AND GUTTER PER C.O.T. 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A 4" PVC SCHEDULE NDS AS24 "FLOW-WEL " S OR e� INV 5 G 4 6 6 43 NV IN 431 1 T 36 Ji d;�. 1 10 1N '� 3 11.4 IN 11. 3 1 WILDWO t HEIGHT VARIES PER PLAN WATER LEACHING SYSTEM �FW'1 20 � � 5.56 NV 43 43 � I 43 W WFF67 7 X 2 NON-WO N 3.98 3 39 s �F FILTER FABRIC WRAP FILTER FABRIC WRAP INSTALLED INV V 43 7.25 TG 43 43 1 "�"" �` 43 �'" __ 32 • / // .4 INV __ PER MANUFACTURERS SPECIFICATIONS 36 { I 10 TG I .5 35 I V � j 00.84 INV f - 4" PERFORATED 81 5 _ •••- 36 36 36 - 36 _ 35 INV � 5 SCH. 40 0 PVC PIPE �' 883 10.70 T 11 T - 1 Q� 9.80 TG N M. V 4 .4 INV - 11. INV , 9.13 IN 43 t 11.5 TG 8-OZ T 35 35351 L50 p2 I 4 3 4 $.19 I V. INV 71 431 . INV 7.90 1 �' ` ... INV 2.60 TG-L �... ry 1100.18 Z / 11. N 4 - 43 11.47 INV 35 H_,,__ ' 32 N�IV OU / 12" 3 10. 3 IN 4 a , M p 35 S111L e TG 4 INV 35 4 � - 11. 7 35 1101125 INV \t--WATER PERCOLATES � .,,, -• 9 .....� ,.,. ®® NV-Md N 3 0 w._.._..._.' M____M_._. - 11.90 TG 4 11.10 11.17 32 ,y` �•;' '� Eb5'1MiC R�ER MILET / I O t� 02.14 INV 11.90 TG + r EXISTING 1a RCP ` r �u � ' r. ►. .' 1 _ INV INV 4 ,, CL,4SS 2 BASE T I INV 4 9 INV 3 35 3 01.69 INV 32 4 ~ /i 44 3 3.46 3.1 3 3 � � . , v2 32 � 35 . ., .. 1. I O • U K-1 STA 10+56.06 12 GRAVEL ENCASEMENT w IN * _ 11 .16 INV (ALL SIDES TYP) Q _ _ _ �.. ._�_ _.�_ - 5 - - __.. 4 . _ DRYWELL DETAIL �, i �. . . . INV NTS. 01. 1 4 _ CONSTRUCTION_N TE , g I , ��T r 40 1 r wSE +r0 11 r SE - WATER—-, �0 CONSTRUCT HDPE TO RCP JOIN PER ADS STD NO 602 31 CONSTRUCT CATCH BASIN NO. 4 PER RCFC STD NO CB 101(A=34") I I r EE f , 2 INSTALL 18" HDPE PIPE ADS N-12 OR EQUIVALEN 2s Q ( 3�3 INSTALL 12" HDPE PIPE (ADS N-12 OR EQUIVALENT) n s 23 ch 4 INSTALL 8 HDPE PIPE (ADS N-12 OR EQUIVALENT) z 35 INSTALL 6" HDPE PIPE (ADS N-12 OR EQUIVALENT) E INSTALL 4" HDPE PIPE (ADS N-12 OR EQUIVALENT) STORM DRAIN DATA STORM DRAIN DATA STORM DRAIN DATA STORM DRAIN DATA STORM DRAIN X-ING DATA cv 3� INSTALL 18" HDPE FITTING DELTA RG RADIUS LENGTH SLOPE D RADIUS LENGTH DELTA RG RADIUS LENGTH SLOPE D LTA RG RADIUS LENGTH SLOPE SD INV= WATER EL= SEWER EL 1 N43054'10-W --- 75.25 S=.0078 41 70'4 1 W --- - .01 N70'45 52 W 36.14 S=.01 1 N40'0017 E -- 9.84 S=.0940 1100.49 06.0BOT Q INSTALL 12 HDPE FITTING N48'33 50 E -- 36.14 S=.0078 N 4 3 -- 60.00 S= 0 N19'O6 18 E -- 4.25 S=.3129 1 N72'29 43 W -- 42.24 S=.0100 1100.69 07.30 BOT -- 39 INSTALL 8" HDPE FITTING N7322 05 E 25.81 S=.0078 4 N19'15 29 E 6.02 =-0 fi N19'06 18 E 4.88 S=.0100 12 N17'3017 E 5.71 S=.0100 1100.76 -- OT o 4 N73026'08"W 47.26 S=.0078 44 N19"15 29 E 5.00 S= 0 © N19'06 18 E 15.30 S=.1294 124 N70'44 57 W - 12.49 S=.0128 4 1100.89 08.40 OT � Q INSTALL 6" HDPE FITTING 5 N70'44 01 W _! 27.93 S=.0078 45 N70'44 33 W .04 5=.0149 85 N70'53 42 W 38.43 S=.0100 125 N17'3017 E 21.80 S=.0100 5 1100.93 -- 5.33 BOT 6 N70'44 47 W 29.94 S=.0078 46 N19'15 29 E S=.0050 N19*14 08 E 18.59 S=.1759 126 N70'45 52 W 20.01 S=.0100 6 1102.18 7.19 BOT �. 41 INSTALL 4" HDPE FITTING N70'44 25 W -- 48.34 S=.0078 4 7 '4 W -- 4. S= 57 N70045'52 W -- 13.79 S=.0100 12 N44'2813 E --- 52.86 S=.0100 1102.19 -- 4.2 OT 'n N49659'03 w -- 36.87 S=.0078 N 0 4 26 --- _. N70'45 52 W - 9.44 S=.0148 128 N30'32 28 E - 20.61 S=.0100 8 1102.59 07.19 BOT 42 INSTALL NDS #1214 12" SQUARE MANGANESE BRONZE GRATE 9 N49'59 03 W -- 8.88 S=.0078 49 -- = N40'00'17"E -- 37.68 S=.0940 129 N63'06 39 W -- 25.34 S=.2222 9 1102.61 07.16 BOT -- U 10 N59'20 Ofi E -- 14.95 S=.3391 50 1 5 -- 4.00 =. 5 N49'S9 43 W -- 2.87 S=.9303 130 N70'45 09 W -- 5.05 S=.0100 10 1102.66 -- BOT w & FRAME OR APPROVED EQUAL 11 N15'25 50 W -- 57.68 S=.0078 1 N19'15'29-W -- S=.00 0 91 N85'0017 E -- 6.51 S=.0100 131 N19'14 51 E -- 9.12 S=.0100 11 1105.48 -- 01.68 TOP 00a 12 N15'25 50 W -- 1 3 S=.0078 2 -- 66. =. 50 2 N49'59 43 W -- 5.58 S=.0100 132 N19'14 51 E -- 13.00 S=.0100 12 1104.43 -- 3.55 TOP 4@ INSTALL 9" X 9" NDS #931 DEEP HOUSING SPIGOT ADAPTER W/NDS #981 ATRIUM 1 N26'3513 W -- 56.00 S=.0078 �j N19'15 2 ---- 1 5 =. 1 N40'0017 E -•- 10.32 5=.3711 1 N30'32 28 E -- 1.76 S=.0100 1104.75 -- 04.10 TOP GRATE (UNLESS OTHERWISE NOTED) 14 N74'3410 E -- S=.0100 N28'07 49 W -- .79 S=.0050 4 N70'45 52 W -- 10.00 5=.0100 1 N59'27 27 W -- 11.76 S=.3452 4 1102.88 07.20 OT -- » » 15 N74'3410 E -- 11.55 S=.0762 55 N61'5211 E -- .99 S=.0050 © 5 N49'59 43 W --- 22.34 S=.0100 135 N30'32 28 E ---- 12.50 S=.0100 15 1102.62 08.44 BOT -- Q INSTALL 12 X 8 N-12 ADS-NYOPLAST SERIES INLINE DRAIN 16 N15.25 50 W -- 15.98 S=.0100 56 N86'5512 E -- .83 S=.0050 N40'0017 E -- 6.10 S=.6246 4 • 7 E -- 4.0 S=1.204 s 1105.54 07.97 BOT -- p�j W/LOCKING CAST IRON GRATE 17 N74'3410 E -- 6.09 S--.3481 -- -- ---- -- 7 N49'59 43 W -- 2.98 S=.0100 13 N19'15 2 --- .00 S=.0050 1105.63 07.97 BOT » » 18 N15.25 50 W -- 17.20 S=.0100 58 19'15 29 E -- .00 =.0050 8 N40'0017 E -- 7.48 S=.4813 ® 138 N16'23 4fi W -- 20.02 S=.0050 18 1105.73 ---- .9 OT O 45 IN TALL 8 X 4 W-12 ADS-NYOPLAST SERIES INLINE DRAIN 19 N19'1 5-29-E -- 10.94 s=.0100 59 N 4 -- _. N7o'4s s2 w -- 8.45 s=.0100 139 70'44 3 - 68.0 5=.0050 19 11 Q4.17 07.29 OT -- O W/LOCKING CAST IRON GRATE __ _ .8 =1.165 100 N73'19 05 E --- 13.43 S=.0521 N19 8 E --- .00 S=.0050 0 1104.88 -- .04 TOP n O 20 N15 25 50 W 12.57 S .0100 611 N19'14 08 E 7 9 S a Q INSTALL 6" X 6" NDS #923PB BRASS GRATE WITH STYRENE ADAPTER 21 N74'3410 E --- _-Z.821S=.0100 61 N64'14 08 E -•- .25 S=.0100 01 N49659143 W -•- 13-fit S=.0100 141 N19'15 29 E _� 15.00 S=.0050 1 - -- 4.56 TOP N N28'36 50 W --- 8.00 S=.0100 Q N19'14 08-E --- 16-36' S=.0100 102 N40'0017 E ---- 6.48 S=.5617 142 N70'44 31 W 25.00 S=.0050 2 1105.24 03. TOP 8 SID r INSTALL 8" ELECTRONIC BY-PASS VALVE PER SPRAY PARK PLAN SPECIFICATIONS 23 N70'44 31 W _ S=.0100 63 N25'45 52 W -� 20.19 S=.0100 03 N49'59 43 W 14.85 S=.01 1 N19'15 29 E 15.00 S=_0493 3 1105.28 .75 TOP 4 SUB DRAIN L 4 N70'44'31 W 12.84 S=.0100 4 N72'29 43 W 14.95 S=.0100 04 N04'59 43 W 3.44 S=.0100 144 25 N19'14'08w E -- 8.24 S=.0100 65 N19"14 08 E -- 10.93 S=.0100 105 N17'3017 E -- 1.47 S=.0100 145 N 0'45 20 W -- 19.99 .o0 0 49 12" SQUARE POLISHED BRONZE (JAY R. SMITH MFG. CO. 26 N19'14 08 E -- 5.51 S=.0100 N70'45 52 W -- .84 5=.0100 06 N72'29 43 W -- 10.06 5=.2425 14S N19'15 27 E --- 13.50 S=.0050 uj #2911 FRAME AND GRATE w/ VANDAL PROOF SCREWS). 27 N19'15 29 E - 5. S=.0100 6 N1 73017 E --- 4.75 S=.0100 107 N00'10 04 E --- 12.00 S=.0100 14 N70 42 47 W -- 30.00 S=.0050 2 N19'1217 E -- 1 S=.0100 Q N17'3017 E -- 4.50 S=.0100 N17'3017 E -- 16.26 S=.0100 148 N19'1 fi 34 E -- 4.50 S=.0050 51 vQ0 CONSTRUCT SLOT DRAIN PER DETAIL ON SHEET 9. 29 N19014 08 E S=.0100 N70'44 31 W .00 S=.0100 109 N72'29 43 W 7.01 S=.4422 14 N70' W .00 S=.0050560 20 0 20 40 60 z 30 N19'15 29 E 21.76 S=.0100 70 N70'45 52 W 15-09, S=.0100 110 N17'3017 E 37.09 S=.0100 50 9'15 29 2.50 =. 56 51 INSTALL 4" PERFORATED SCHEDULE 40 PVC SURROUNDED BY 3 CUBIC FEET PER 31 N19'15 29 E -- 4.22 S=.0100 1 N19"15 35 E -- 11.50 S=.0100 11 N72'29 43 W --- 6.29 5=.4340 ® 151 -- -- -- o FOOT OF 3/4" CLEAN AGGREGATE PER SOILS ENGINEER'S SUBDRAIN SPECIFICATIONS. 32 N19'15'29"E -- 10.78 5=.0100 N70'45 52 W -- 20.31 S=.0100 1 N17'3017 E -- 17.04 S=.0100 152 N19'15 29 E .50 S=.1560 52 INSTALL DRYWELL PER DETAIL THIS SHEET. 33 1 N70'44 31 W -- 17.23 S=.0100 N70'44 25 W -- 47.07 S=.0078 13 N72'29 43 W -- 16.33 S=.1568 1 N25' 1 W 1 0 5=.0100 GRAPHIC SCALE 34 '44 1 -- 1.6 =. 100 4 N70'44 25 W -- = 007 114 N17'3017 E -- 11.75 S=.0100 1 9'14 9.00 =. PLANNING ■ DESIGN ■ CONSTRUCTION 35 N1915'29 -- .5 S=.0100 N70'4431 W -- 0.0 S=. 5 115 N17'3017 E -- 15.98 S=.0100 1 N19'1408 E --- 9.00 S=.0050 3s 1 -- 9.47 =.1 N19'15'35-E --- . 6 =.1 9 16 N62'3017 E --- 1 fi.42 S=.0100 15s N59'2818 E -- 8.00 S-.0196 GE ' 3 N64'15 35 E -- 2.98 S=.1952 N70'48 01 W -- .77 S=.4929 1 N27'29 43 W -- 10.89 S=.0478 1 N 7 W -- 5 00S-.01,96 �""' &LD04-1240R o 38 N19'15 29 E -- 11.06 S=.0100 N50'57 09 E -- .75 S=.0073 1 N62'3017 E -- 3.37 S=.0100 158 N 0'44 31 -- 20.0 S=.0 15 - - -_ STORM DRAIN SYSTEM A�LD04,089GR z 39 N70'34 48 W -- 5.78 S=.0100 N70'45 52 W -- 16.84 5=.0100 19 N72'29 43 W -- 9.00 S=.0100 © 159 N19*15'27-E --- 15.00 S=.0050 •------------- -------- SUB-DRAIN SYSTEM Q 2 YNEz�'�' 2MI- 400 4o N70'34 48 W -�- 16.24 S=.0100 so N25'45 52 W ---- 12.89 S=.0100 120 N72'29 43 W ---- 24.72 S-.01 OO �..J ��"'� ALD03-2991GR TeMEcu.A, cALIFORMA 9z�1•-4879 LD02-220GR Q CDN 3 U LT 1 N G 909.M.SU2 • FAX 909.676.7240 ■ www.F�F.0 am CONSTFIUCTION RECORD DATE BY REVISIONS DATE BENCH MARK o f C S s 1� DESK3NED BY DRAWN BY CHECKED BY DRAWING NCL SCALE �'�� EL EL/BS/RM MCH RECOMMENDED BY: DATE: CITYOF TEMECULADEP OF PLIC WCRM o 11/03 MJB 1 ADDED/MOVED AREA DRAINS, SUB-DRAIN. / b �0 0 C. (D CONTRACTOR 4/04 MIB CHANGED DRAINAGE FOR LAWN AREA. $ C$ HORIZONTAL ,_�� yr �� PLA A R THE SUPERVISION OF h � O RAIN LINES TO AVOID CORING ~' ,� r ACCEPTED BY: DATE. MARVESTON TRACT 29039-1 Lo 5/04 MJB MOVED D L 3 c� w. THROUGH CUT-OFF WALL. AS NOTED .63'►9�4 DATE: rt74 RONALD J. PARKS LOT 15 - LAKE HOUSE INSPECTOR {x Exp• 9/30/b6 DEPUTY DIRECTOR OF PUBLIC WORKS < VERTICAL sl Cl ��, �� MATTHEW C. H I C S _----_- - -- STORM DRAIN IMPROVEMENT PLAN o DATE COMPLETED elf�E�� R.C.E. NO. 63494 EXP I RES: 9-30-06 R.C.E. NO. 19744 EXP I RES: 9-30-05 98a-= AS NOTED 4F C t.� •no SHEET 7 OF 9 Qg�• Qg �1 _. _ ILI �.� g5 _ 4000 " 71 — _ 771 yyQ 1 10 -- _—� son auto 12- 71 IL 71 9� o ,rJ ! IN a r �1 � ,M� " .fit ��.'.� ��•� / r :.. �1 d ^r —01 All 000 NI 9 WOM µ w _ r r r 1 , �' AF� h 5y,�y��Y'�� 1�'^ �''i�r IY PI (� jr' ✓♦rr A�rrJf ' `,r ,' r+Jf ^r •' Y � ,�,,,' �„`n.'yy Inti,^ '1... y `• W �., r!r r+°r' +'",'� .'". .^+ !+J 1 / � �.� 1� � ��P; � Wj'��Yx�y: H .__Y.....,.� , 4 r9',i .. �+ �� r°+�� J /� ;e+�f' °„09 ✓ -- Y � �'' , .,,i'' I! $ �... Gayr,; J,� Jdr' (�-•,F,r rr�J ��rf / y f li,l 1 J J p 1 i ,t✓ i rI+YY r r! r r I I rJ I r INSTALL GRAVELBAG INLET PROTECTION 2 BAG HIGH x 1 BAG WIDE � � r;J y' e CONSTRUCTION ENTRANCE .W - rr _ ,yl X SILT FENCE - HYDROSEEDED AREA ,� • Q r ,+ ^, VANS gilt Erosion Control Notes. \ ALL AREAS M. 1. ALL SLOPES STEEPER THAN 10:1 SHALL 8E HYDROSEEDED. ”. ` 2. ALL INLETS SHALL BE PROTECTED L ^�w WITH A GRAVELBAG DIKE. , `*. 71 r 1 3. CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL MEASURES AND77 'IFm' a. COMPLIANCE WITH ALL SOUTH COAST AQMD RULES AND REGULATIONS. r 1�•Z a. CONTRACTOR IS RESPONSIBLE TO OBTAIN ALL REQUIRED PERMITS AND f7 I X APPROVALS FROM AQMD. ALL GRADING OPERATIONS SHALL BE SUSPENDED DURING 2nd OR WORSE STAGE SMOG ALERTS BY AQMD. o_ r h. ..1 \ a I r , Gomm ^" 1 \ RUCOH TE _ _ _ _ _ _ _ _ _ _ _ _ _ _-_ ....... �:r _ _ — 7 J' I � f I CONSTRUCTION ENTRANCE PER DETAIL ON SHEET 9 x ---- � --------- , ........ ..... 71 INSTALL GRA BA PROTECTION A HIGH 1 A _ _ - ;. _ ____� ___ Q VEL G TEC (2 BAGS X BAG WIDE) INSTALL SILT FENCE PER DETAIL ON SHEET 9 w _.... .......: . 71 HYDROSEED SLOPES PER NOTES ON SHEET 9 14 INSTALL STRAW WADDLE AT CATCH BASIN INLET 20 0 20 40 60 P r: S ... .._..............................w...................._.-..:::: ^ :r USE WATER TRUCKS FOR DUST CONTROL � _ ...... ........... . GRAPHIC SCALE E H (C) E n PLANNING ■ DESIGN ■ CONSTRUCTION ; \ yy, , 273SS YNR ROAD,SUM SOD ■ ■ ■ TBAECULA CALFOFi1VIA 92991-4679 ''� � __�..__ ._.. ._.. .�.._.. ._.�...�..�........__._-.___ __._...............�. CONSULTING !09.TM. FAX 909.676.7240 ■ www.RBmF.ca �! ^", � ! LDOZ-ZZOQR CONSTRUCTION RECORD DATE BY REVISIONS DATE ACCD BENCHMARK SCALE101 ESS ION DESIGNED BY DRAWN BY CHECKED BY / • DRAWMVCa NQ �/ RECOMMENDED BY: DATE. �� CITY OF T C. a� aw Pusm Wcm EL EL/BS/RM MCH HORIZONTAL '�► �'� of `^� CONTRACTOR PLA PRE ARED CINDER THE SUPERVISION OF cm ACCEPTED BY: DATE. 1/1 HARVESTOH TRACT 299639-1 INSPECTOR AS NOTED � No.63494 DATE: 4 —t73 RONALD J. PARKS LOT 15 - LAKE HOUSE 41 MATTHEWC. HICKS DEPUTY DIRECTOR OF PUBLIC WORKS VERTICAL s� Cl v I\. �� = EROSION AND SEDIMENT CONTROL PLAN DATE COMPLETED elf 0 `�� R.C.E. NO. 63494 EXPIRES: 9-30--06 R.C.E. NO. 19744 EXPIRES: 9-30-05 rr -uvea--- "�.. AS NOTED F' C A '`'�• SHEET $ OF 9 WOOD POST. STANDARD OR BETTER OR EQUAL ALTERNATE: STEEL FENCE POST. POLYPROPYLENE FILTER FABRIC MATERAL 60" WIDE ROLLS. USE !IydroseedingNotes: MATERIAL , FILTER FABRIC THE CONTRACTOR SHALL CONFORM TO THE FOLLOWING t° RECOMMENDATIONS WHICH STATE: "PRIOR TO PLANTING AND FOLLOWING SOIL PREPARATION, 2' 12" EXISTING WEEDS WILL BE REMOVED (BY HAND) OR win TREATED WITH A NON-RESIDUAL HERBICIDE (i.e. ROUND-UP). HYDROSEEDING lop Now N N WILL BE CONDUCTED IMMEDIATELY (WITHIN TWO DAYS) FOLLOWING A of SURFACING RAIN EVENT GREATER THAN ONE-HALF INCH. IF RAIN DOES NOT 1 „ 1 SURFACING 3/8„ LIP oo 3/8 LIP COINCIDE WITH THE DESIRED PLANTING DATE, BOTH THE GROUND AND FOLD do SET FILTER THE PLANT MATERIAL MUST BE THOROUGHLY IRRIGATED PRIOR TO 4xk _ �_ FABRIC INTO SOIL o SEEDING TO ALLOW FOR GERMINATION AND ADHERENCE TO THE SOIL.” L BACKFILL AND COMPACT THE RAVEL QREXCAVATED SOIL IN TRENCH it SOW \ % /' �� i, / / // ///////�//��//�//��/��//��//� //��/ H YDROSEED MATERIALS: AND ON BOTH SIDES OF BASE MATERIAL FILTER FENCE FABRIC HYDROSEED MATERIALS SHALL CONSIST OF THE FOLLOWING COMPONENTS ON A PER ACRE BASIS: NOTE: " 001 . CLASS 560-C-3250 CONCRETE e 1800 LBS. WOOD FIBER MULCH BURY BOTTOM OF FILTER MATERIAL WOOD POST ALT: IN 8"x12" TRENCH 300 LBS. 16-20-0 AMMONIUM PHOSPHATE STEEL FENCE POSTS 300 LBS. UREAFORM 38-0-0 (WITH A MINIMUM 269 WATER INSOLUBLE NITROGEN) Li 6' MAX. 100 LBS. SOIL SULFUR 2' RIBBON GUTTER 300 LBS. AGRICULTURAL GYPSUM 1� 50 LBS. SEED FOR PLANTAGO INSULARIS (989 PURITY/759 GERMINATION) NOT TO SCALE SILT FENCE DET%/L NOT TO SCALE ALL SLOPES OVER FIVE (5) FEET HIGH AND 10 : 1 OR STEEPER SHALL BE HYDROSEEDED AS NOTED ABOVE. CONCRETE WHEEL STOPS 50' MIN. 4' MIN. DISABLED PARKING SPACE SIGN (TYP.) NOTE. • i 2% MAX � ACCESS AISLE AT "VAN ACCESSIBLE" PARKING STALLS MUST BE 8' moi` WIDE MINIMUM. SEE PLAN FOR SIZE. FILTER FABRIC iso Z BELOW SLOPE 4" WIDE BLUE STRIPES ® TYPICAL SYMBOL 1~ TO 3" COURSE aD AGGREGATE 9, *5' 9. CONSTRUCTION EHTRA NCE NOT TO SCALE 36 THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND, AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO STOP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY SHALL BE REMOVED IMMEDIATELY. EMBLEM MUST BE LOCATED IN STALL WHEN NECESSARY, WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO SO THAT IT IS VISIBLE BY A TRAFFIC ENTRANCE ONTO PUBLIC RIGHTS-OF WAY. WHEN WASHING IS REQUIRED, IT ENFORCEMENT OFFICER WHEN A VEHICLE IS PROPERLY PARKED IN SHALL BE DONE ON AN AREA STABILIZED WITH STONE THAT DRAINS THE SPACE (CENTERED AT ENTRANCE INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. ALL SEDIMENT TO STALL RECOMMENDED). SHALL BE PREVENTED FROM ENTERING ANY STORM BASIN, DITCH OR WATER- COURSE THROUGH USE OF SANDBAGS, GRAVEL, BERMS OR OTHER APPROVED METHODS. ° JAY R. SMITH MFG. Q0. 2911 6" X 1--1 2" SHEET METAL DECK DRAIN SLOT. SAW UT FRAME & GRATE, 12 SQ. SCREWS EA. SIDE OF �� ----- 1/2" RADIUS SLOT DRAIN ® 24" O.C. 3/16 W/DOUBLE BLADE 3/16 TOTAL POLISHED BRONZE W/Y AND AL 0 MAX WIDTH. EASE EXPOSED EDGES PROOF SCREWS. MAX GRATE 30' 30' AFTER CUT. BLUE GRATE SLOT WHITE RESERVED ED 4 LAP R YP A SL 1-1/2" MIN. 12" WIDTH = 3/8" REFLECTORIZED SIGN HANDICAPPED --__ SL S 71. RESERVED CONSTRUCTED OF ° <A FOR PORCELAIN STEEL a vQ 2" 5-1/ HANDICAPPED WITH BEADED TEXT VAN ACCESSIBLE 2" CLR SAND —r- :• =� = = ° OR EQUAL - t7T NOTE : 5" MIN. DRAIN PIPE SIGN TO BE CENTERED AT THE80" MINIMUM FOR DRAIN PIPE TYPE PER PLAN INTERIOR END OF PARKING SPACE Lj FREE STANDING TYPE PER PLAN #3 ® 18" 0.C. E.W. 8" MIN. 2--3" EA. WAY 5" MIN. AREA OF SIGN TO BE A MINIMUM OF 70 SQUARE INCHES TO TOP WALKING OSURFACESLOT DRAM ow SLOT 49 50 NTS NTS 2 HANDICAP S TR►PING AND SIGNAGE DETAIL NOT TO SCALE PLANNING ■ DEBIGN ■ CONETRUCT10N 27556 YNU ROAD, SUITE 400 ■ ■ ■ TEWCULA, CALFOFNA 925%1-4679 CONSULT 1 N 13 909.M.e042 ■ FAX 909.676.7240 - www.RBF.com LD02-22043H CONSTRUCTION RECORD DATE BY REVISIONS DATE ACCD BENCH MARK SCALE %v E S S id* DESIGNED BY DRAWN BY CHECKED BY DRAWING NO. �p w C MCH RLS/JE MCH RECOMMENDED BY: DATE. 1' 1 e CITY OF T � ��- hf c^ DEP MA=OMA= WIOF� CONTRACTOR HORIZONTAL = PLANS PREPA UND THE SUPERVISION OF �+ ACCEPTED BY: DATE: ` �3 INSPECTOR AS NOTED "A 4 No.63494 " �0 HARVESTON TRACT 29639-1 J. PARKS Exp. 9/30/ DATE. DEPUTY DIRECTOR RECTOR OF PUBLIC WORKS LOT 15 - LAKE HOUSE �, MATTHEW C. HICKS � p DATE COMPLETED VERTICAL sr'l C v 1\ CONSTRUCTION DETAIL O�,�ti _ S AS NOTED F OF ck \I R.C.E. NO. 63494 EXPIRES: 9-30-06 R.C.E. NO. 19744 EXPIRES: 9-30-05 �f SHEET 9 OF 9