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HomeMy WebLinkAboutTract Map 29639-1 Lot 8 Precise Grading GENERAL MOTES ER05/0111 CONTROL HOTS 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA, AND RELOCATION COSTS OF ALL EXISTING UTILITIES. PERMITTEE MUST �� r 1. EROSION CONTROL IS REQUIRED FOR GRADING OPERATIONS DURING INFORM THE CITY OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO THE RAINY SEASON, FROM OCTOBER 15TH TO APRIL 15TH. APPROVED BEGINNING OF CONSTRUCTION. PHONE.- (9O9) 1594-6411 PLANS ARE REQUIRED FOR ALL ROIA�i GRADING. 2. THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO THE HARVESTON ,� LOT 8 . BC PR CHOOL ECISE RADIN 2. IN CASE OF EMERGENCY, CALL MALIPDA SMITH OF ABC PRESCHOOL AT SPECIFIC PLAN �' (909) 676-7445 ` 3. All WORK SHAM CONFORM WITH THE REQUIREMENTS OF THE CITY OF TE�CULA 1� 4, »,` _-..._... ,. 3. THE DESIGN CIVIL ENGINEER NEER WILL SUPERVISE EROSION CONTROL WORK AND PUBLIC C WORKS DEPARTMENT IMPROVEMENT STANDARDS AND SPECIFICATIONS, DATED �_,..___ ��,._»- . �. __._,y 'f INSURE THAT WORK I S I N ACCORDANCE WITH THE APPROVED PLANS (I F OCTOBER 1998, AND SUBSEQUENT AMENDMENTS. ,._.' � _ REQUIRED r 4. IT SHALL BE THE RESPONIS ISI L I TY OF THE CONTRACTOR TO NOTIFY THE ENGINEER, ..._ _... _... ..._ --- "~ 4. EQUIPMENT AND WORKERS FOR EMERI MCY WOW SHALL 8E MADE AVAILABLE AT TO INSTALL STREET CENTERLINE MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY r , ORDINANCE N0. 461 (TRACTS AND PARCEL MAPS ONLY). _._.W. ALL TIMES DURING THE RAINY SEASON. NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO 5. IT SHALL BE THE RE"SPONS IB I L I TY OF THE DEVELOPER OR CONTRACTOR RACTOR TO APPLY � FACILITATE RAPID CONSTRUCTION OF TEMPORARY t]EV I CES WHEN RAIN I S M THE CITY OF TE1rECULA DEPARTMENT OF PUBLIC WORKS FOR AN ENCROACHMENT �. IMMINENT. PERMIT FOR ALL WORK ON EXISTING CITY MAINTAINED ROADS, AND FOR UTILITY ! ' •�_ r WORK WITHIN OFFERS OF DEDICATION FOR PUBLIC USE. 5. DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE 6. ALL FACILITIES, WITH LATERALS, SHALL � IN PLACE PRIOR TO » r P � �; � � �I,,, J f, CITY ENGINEER. PAVING THE STREET SECTION INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: ��� - `' � Vw SEWER, WATER, ELECTRIC, GAS k DRAINAGE. __ 6. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SMALL BE IN PLACE AT THE END VEMNIFYA/AM f �' OF EACH WORKING DAY WHEN THE 5-DAY RAIN PROBABILITY FORECAST EXCEEDS 7. CURB DEPRESS I ONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND NOT TO SCAB 407r. ACCORDING TO STANDARD NO. 207 AND/OR NO. 207A. AS DIRECTED IN THE FIELD. S. IT SHALL BE THE RESPONfS ISI L I TY OF THE DEVELOPER OR CONTRACTOR TO APPLY T;, ``. IV 7. AFTER A RAINSTORM, ALL SILT AND DEBRIS SIiA11 BE REMOVED FROM CHECK M CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) FOR AN ENCROACHMENT �` BERMS, SILT FENCES, AND DESILTING BASINS, ETC. PERMIT FOR ALL WORK PERFORMED WITHIN THE STATE RIGHT-OF-NAY. '� `1 �' ,4 r'~ GRADED AREAS AROUND THE TRACT PSR I METER MUST DRAIN AWAY FROM THE 9. All STREET SECT I ONS ARE TENTATIVE. ADD I T I ONIAL SOIL TESTS (*) BE TAKEN `' �`• 4 � ___-._.- ;„� L FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. AFTER ROUGH GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. , •...., I� '� I Ir USE STANDARD NO. 401 IF EXPANSIVE SOILS ARE ENCOUNTERED. (* INSERT "SHALL" I {I I 9. THE DEVELOPER SHALL BE RESPONSIBLE AND SHAH TAKE NECESSARY FOR TRACTS AND PARCEL. MAPS OR "MAY" FOR PERMIT CASES.) ` PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED , 10. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS TWIN FOUL EENT WATER CREATES A HAZARDOUS CONDITION. (14) DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING AND SHALL BE APPLIED T-R-A-CI � � '���-� � 1».. -�� J � ( t ��� L i �,� `Q � 10. DESILTING BASTN�15 AREr TO E!E CONSTRUCTED AS GRADING OF ItsIVIDUAL GRADING AT A RATE OF 0.05 GALLON PER SQUARE YARD. ASPHALTIC EMULSION SHALL CONFORM TO SECTIONS 37, 39 AND 94 OF THE STATE STANDARD SPECIFICATIONS. AREAS ARE COMPLETE PER ROUGH GRADING PLAN. i ,� L OT WORKS THE RIGHT TO MAKE CHANGES 11. PRIME COST REQUIRED PRIOR TO PAVING ALL GRADE IN EXCESS OF TEN PERCENT. 11. THE DEPARTMENT OF PUBLIC RESERVES ,9 OR MODIFICATIONS TO THIS PLAN AS DEEMED NECESSARY. 12. INSTALL STREET TREES IN ACCORDANCE WITH THE HARVESTON SPECIFIC PLAN ` I 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 HARVEST'ON SPECIFIC PLAN , -_ ,�, �` �' 13. TEMPORARY EROSION PROTECTION IS REQUIRED FOR MANUFACTURED SLOPES YbAf3EL BARNS 14. AS DETERMINED BY THE CITY ENGINEER, THE DEVEI..CIPE:R IS RESPONSIBLE ASA PRIOR TO PERMANENT PLANTING. -� W _ MINIMUM FOR ROAD IMPROVEMENTS TO CENTERLINE AND MAY BE REQUIRED TO RE f �_ i �,-, ..� 0 A STA THAT FIRE ACCESS SH BE d ,r..-� -......,..., t ELEMENTARY 14. MU I NJTA I NED AT INT T MES�(I IN I�N16 ACCESS TO NEIGHBORING PROPERTIES). EXISTING PAVEMENTS, INCLUDING BASE, AND MATCHING OVERLAY REQU I RED TO i; •�■••� �--- ,r,r„� r MEET THE STRUCTURAL STANDARDS FOR THE CURRENT ASSIGNED TRAFFIC INDEX. ,, Q yw a r 15. ONLY LANDSCAPING CONSISTING OF OtA55 AND PARKWAY TREES MAY BE INSTALLED '',� �_"».»�.� ( ��-� � ,�'" � -,.'• SCHOOL 15. ND OBSTRUCTION OR DISTURBANCE � NATURAL DRAINAGE COURSES OR EXISTING I� I WITHIN PARKWAYS ON LOCAL RESIDENTIAL STREETS WITHOUT SEPARATE LANDSCAPE 3p O j I � �' - STORM DRAIN INLETS SHALL OCCUR DURING THE RAINING SEASON, UNLESS PLANS. ALL OTHER TYPES OF LANDSCAPING IN THESE AREAS, AND ALL LANDSCAPING N,LE + I I _ ON ALL OTHER STREETS SHALL REQUIRE SEPARATE LANDSCAPE PLANS. ALL LANDSCAPING SC ( ADEQUATE TEMPORARY/PERMANENT DRAINAGE FACILITIES HAVE BEEN APPROVED AND INSTALLED TO CARRY SURFACE WATER TO THE NEAREST PRACTICAL STREET, ENCROACHMENTS SHALL CONFORM TO RIVERSIDE COUNTY STANDARDS RELATING TO THE STORM DRAIN OR NATURAL WATER COURSE. ADMINISTRATION OF LANDSCAPE ENCROACHMENTS DATED JANUARY 1989. -... 16. THE DEVELOPER SHALL CONDUCT HIS OPERATIONS IN SUCH A MANNER THAT 16. PURSUANT TO THE CITY OF lEMECtLA ORDINANCE NO.. 90-12. THE DEVELOPER ..,,, :` `� _. _ t---. �. -_.. ._..... � � � -- SHALL INSTALL ALL REQUIRED CABLE TV FACILITIES. .. y _ _... STORM RUNOFF WILL BE CONTAINED WITHIN THE PROJECT C9t CHANNELED INTO ' .... ._.._ -,.._- .-_ ..._._... 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 �_-. ` APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION ` r \ FROM ONE AREA SHALL NOT BE ALLOWED TO D I VERT TO ANOTHER RUNOFF AREA. �.. OF ERRORS OR OMISSIONS DISCOVERED DINING CONSTRUCTION. UPON REQUEST, THE ' APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY I -r ~`' !' \ k 17. CONFORMANCE WITH THE REQUIREMENTS OF THESE PLANS SHALL IN NO NAY _ RELIEVE THE CONTRACTOR FROM HIS RESPONSIBILITIES TO THIS SITE AND ENGINEER FOR REVIEW AND APPROVAL. .. , ti 18. ALL WALLS SHOWN ON THESE PLANS ARE PER A SEPARATE PERMIT. ALL WALLS PER SEPARATE PERMIT ADJACENT PROPERTIES. TEMPORARY EROSION CONTROL SHALL CONSIST OF, CONSTRUCTING SUCH FAC I L I T I E5 AND TAKING SUCHF r...... Tr..._. _ BUT NOT BE LIMITED TO, 19. CONTRACTOR SHALL PROVIDE A RELATIVELY FLAT 24" WIDE MAINTENANCE ACCESS PATH r:. _._.- _ �ti / .'� MEASURES AS ARE NECESSARY TO PREVENT, CONTROL AND ABATE WATER, MUD AT TOP OF ALL SLOPES. KEEP IRRIGATION AND PLANTINGS CLEAR OF THIS AREA. / 7 �'L LA Ei ROAb , 1 AND EROSION DAMAGE TO PUBLIC AND PRIVATE PROPERTY AS A RESULT OF THE I 20. MINIMUM 6" PIPE SLOPE SHOWN ON THESE PLANS SHALL BE 0.52. SHEET INDEX , 99`.. 100 1 1 _._._�< ` CONSTRUCTION of THIS PROJECT. SHT. 1 TITLE SHEET, MOTES, VICINITY MOP, .... PAVING N07�ES AND QUANTITY ESTIMATE � �. `� � �-� y � � I ` � is. SLOPES CONSTRUCTED PRIOR TO OCTOBER IST SHALL BE TREATED FOR EROSION r CONTROL PRIOR TO OCTOBER 15TH. SLOPES CONSTRUCTED AFTER OCTOBER IST 1. M I N I MNJM PARKING LOT GRADE SHALL 8E ONE (1.0) PERCENT. SHT. 2 HORIZONTAL CONTROL AND STRIPING PLAN ��. � .,�� � �' �.....-��- _.�_...�.-.�', _ :� �,�' �i %� 1 `',� �'�IN., � SHALL BE TREATED FOR EROSION CONTROL AS THE CONSTRUCTION OF SLOPE SHT. 3 PRECISE GRADING PLAN ' i »_..r 2. MINIMUM GRADE FOR RIBBON DRAINS SHALL BE 0.50 PERCENT. SHT. 4 STORM DRAIN IMPROVEMENT PLAN ....-�, _, �` I J �l r - ,----�'�f ` 'PROGRESSES IN INCREMENTS OF 25 FEET OR LESS MEASURED VERTICALLY. SHT. 5 EROSION AND SEDIMENT CONTROL PLAN r` �f 3. AN APPROVED SOIL STERILIZER SHALL BE USED ON ALL SUBGRADE SURFACES -- 19 FILL AREA WHILE BEING BROUGHT UP TO GRADE AND DURING PERIODS OF SHIT. 6 CONSTRUCTION DETAILS PRIOR TO PLACEMENT OF PAVING. COMPLETION OR TO FINAL GRADE, SHALL BE PROTECTED BY VARIOUS ETI PRI C ® MEASURES TO ELIMINATE EROSION AND THE SILTATION OF DOWNSTREAM 4. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN ;_. j- �_ �. , ......, r 1, (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 EMULS I ONI �- _ -_ V � ., t,,- �- -� SHALL NOT BE LIMITED T0: TEMPORARY DOWN DRAINS, EITHER I N THE FORM MINN SHAM CONFORM TO SECTIONS 37, 39 AND 94 OF THE STATE STANDARD a DITCHES WITH PROTECTED OUTFALL AREAS; GRADED BERMS SPECIFICATIONS. LE ENQ ,.-�....---�.� ..._-- -... 3: of PIPES OR PAVED _..� . ..._.._.�^Y.�_.��µ �.�..... � �-__._. �� ,�'� � � AROUND AREAS TO ELIMINATE EROSION OF FILL SLOPES BY SURFACE RUNOFF: , TRACT) 29639�, -_.-_..- J L'ONF I NED PONDING AREAS TO DES I LT RUNOFF; TEI�'ORARY CHECK DAMS I N TOE 5. THE SUBDIVIDER OR CONTRACTOR SHALL APPLY TO THE CITY OF TEMEC LA ?`, -'" / DEPARTMENT OF PUBLIC WORKS FOR AN ENCROACHMENT PERMIT FOR ALL WORN( AMOUNIT OF EXTRA DEPTH FOOTING REQUIRED X I ', I -,� O OF SLOPE DITCHES TO DESILT RUNOFF: PROTECTION SUCH AS SAND BAGS -WAY. © _._ - ' µ---./ 7 '-�, AROUND INLETS WHICH HAVE NOT BEEN BROUGHT UP TO GRADE: AND EARTH WITHIN CITY RIGHT-OF W , _._.__I.-_.. _....-., ,,vi :,� LIDT ,._� BERMS AND APPROPRIATE GRADING TO DIRECT DRAINAGE AWAY FROM THE EDGE 6. THEEE SPECIAL I NSPECT I ONUS ARE REQUIRED BY THE DEPARTMENT OF PUBLIC PLANT I N� AREA PA OF THE TOP OF SLOPES SHALL BE CONSTRUCTED AND MAINTAINED ON THOSE IS PLAN A INSPECTION RAT HE A.C.THE HSEC� APLT�TIME THE BASE � OF W TW CONSTRUCTION NOTES & QUA ESTI MATE COHST'RUCT"/OH H07"ES & QUAHT/T Y ESTIMATE FILL AREAS WI-ERE EARTHWORK OPERAT I CW+15 ARE NOT IN PROGRESS. WHEN ALL 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED NO. I TEM QUANT I TY UN I T NO. I TEM QUANTITY UN I T Z0. TOP OF CUT BROW DITCHES, WHERE REQUIRED ON THE PLAN, SHALL BE WORK AREA, AND RELOCATION AND COST OF ALL EXISTING UTILITIES. THE TOP OF CURS TC 6 EA CONSTRUCTED PRIOR TO EXCEEDING TWELVE (12) FEET OF CUT MEASURED VERTICALLY CITY SHALL BE INFORMED 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION 1 4" SOLID WHITE STRIPE TO CREATE 9'X 18' PARKING STALL 941 LF 3 INSTALL 12" HDPE FITTING (TYPE PER PLAN) AT (9M) 1594-6411. EXIST. ELEVATION 15. 14 PROPSED ELEVATION 15. 14 • 2 9 X 18 HANDICAP PARKING STALL PER DETAIL ON SHEET 6. 3 EA � INSTALL 18 HDPE FITTING (TYPE PER PLAN) 9 EA 21. OLEARINIG AND GRUBBING SHbIA.-D BE LIMITED TO AREAS THAT WILL RECEIVE S. A COMPACTION REPORT BY A SOILS ENGINEER SHALL CERTIFY 95 PERCENT IMMEDIATE GRADING. EROSION CONTROL MEASURES WILL BE REQUIRED TO COMPACTION OF BASE PRIOR TO CALL FOR SECOND INSPECTION AND A SIDEWALK SWK 3 CONSTRUCT TYPE "D-6" CURB ONLY PER C.O.T. STD. 204A 892 LF 39 INSTALL 6" HPE FITTING (TYPE PER PLAN) 5 EA PROTECT AREAS WHICH HAVE BEEN CLEARED AND GRUBBED PRIOR TO GRADING PLACEMENT OF ASPHALT PAVING. 4 CONSTRUCT TYPE "E" CURB AND GUTTER PER C.O.T. STD. 205 675 LF " INSTALL 4 STORM DRAIN CLEANOUT WITH SOLID CAST IRON GRATE 1 EA OPERATI A WH C 0 RR40FF DURING THE PERIOD OF THE BACK OF RAINY SEASON. THESE MEASURE MAY INCLUDE BUT SHALL NOT BE LIMITED T0: 9. COMPACTION TEST OBSERVATION OF SUBIGRADE OR BASE ROCK GRADE SHALL WALK 5 CONSTRUCT 1 ' RIBBON GUTTER PER DETAIL ON SHEET 6. 40 SF 41 INSTALL 12" X 12" INDS #1214 MANGANESE BRONZE GRATE k FRAME 1 EA GRADED DITCHES; BRUSH BARRIERS AND SILT FENCES. CARE SHALL BE BE COORDINATED BY THE CONTRACTOR WITH THE SOILS ENGINEER AND THE PROJECT I NSPECTOIR, ALL GRADE I NSPECT I ONS WILL BE IN CONJUNCTION FLOW LINE FL 6 CONSTRUCT COMMERCIAL DRIVEWAY APPROACH PER PER C.O.T. STD. 207A 1050 SF OR APPROVED EQUAL EXERCISED TO PRESERVE VEGETATION BEYOND LIMITS OF GRADING. WITH OR PRECEDED BY COMPACTION TESTING. 7 CONSTRUCT HARDSCAPE PER LANDSCAPE ARCHITECT'S SPEC I F I CAT I ONS 10,750 SF 4 INSTALL 6" X 6" NDS #983PB BRASS GRATE W/ STYRENE ADAPTER 2 EA 22- THE DEPARTMENT OF PUBLIC WORKS' APPROVAL OF THE PLANS DOES NOT FINISHED GRADE FG " © RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR 10. FINAL PAVEMENT STRUCTURAL SECTION DESIGN SHALL BE SEBMITTO TO THE CONSTRUCT 3 AC W/SEAL COAT OVER 6 A.B. (CLASS 2) -- VERIFY PAVEMENT 21 ,700 SF D I RECTOR OF PUBLIC WORKS FOR APPROVAL A MINIMUM OF TEN DAYS PRIOR TO SECTION W/SOILS REPORT 70 CONSTRUCTION ENTRANCE PER DETAIL ON SHEET 6 2 EA AND OMISSION DISCOVERED DURING CONISTRUCT I ON. UPON REQUEST, THE REQU I RED o¢ N PLACEMENT OF BASE MATERIAL. THE DESIGN SHALL ADI-ERE TO THE METHODOLOGY FINISHED SURFACE FS PLAN REVISION SHALL BE PROMPTLY SUBMITTED TO THE DEPARTMENT OF SET FORTH IN CHAPTER 600 OF THE CALTRANS HI GHNAY DESIGN MANUAL AND 9 SAWCUT AND REMOVE EXISTING CURB, GUTTER AND SIDEWALK 102 LF 71 INSTALL GRAVEL BAG PROTECTION (2 BAGS HIGH X 1 BAG WIDE) 1000 LF PLBL I C WORKS FOR APPROVAL. UTILIZE THE "R" VALUE METHOD. THE "R" VALUE TESTS SHALL BE CONDUCTED GRADE BREAK GB IN ACCORDANCE WITH CALIFORNIA TEST NO. 301 AND SHALL BE PERFORMED BY A >_ REGISTERED ENGINEER. THE NUMBER AND LOCAT I ON5 OF THESE TESTS SHALL BE 10 INSTALL LIGHT STANDARD PER LANDSCAPE PLANS 16 EA 7 INSTALL STRAW WADDLE AT CATCH BASIN INLET 41 LF 23- ALL GRADED SLOPE AREAS S' OR MORE IN HE I OHT SHALL BE HIYDROSEEDE'D � SUBJECT TO APPROVAL BY THE D I RECTOR OF PUBLIC WORKS. �'I CAL TYP• 11 CONSTRUCT TRASH ENCLOSURE PER ARCHITECT'S PLANS 1 EA 73 HYDROSEED SLOPES PER NOTES ON SHEET 6 1815 SF UNLESS SUFF I C I ENT NATURAL VEGETATION HAS BEEN ESTABL I SHED AS DETERMINED o BY THE CITY OF TEMECULA INSPECTOR. 11. ASPHALT CONCRETE SHALL CONFORM TO ALL PROVISIONS OF SECTION 203.6 CONSTRUCTION NOTE NUMBER Q8 12 CONSTRUCT MODIFIED HANDICAP ACCESS RAMP PER DETAIL SHT. 6 2 EA Q USE WATER TRUCKS FOR DUST CONTROL 1 LS OF THE CURRENT STANDARD SPECIFICATION OF PUBLIC WORKS CONSTRUCTION. 24. JUTE NETTING SHALL BE INSTALLED ON ALL SLOPES OVER 1O' IN HEIGHT. ASPHALT SURFACE COURSE SHALL BE: C2-AR-4000. MINIMUM THICKNESS IS 2 INCHES, MAXIMUM THICKNESS IS 3 INCHES. ASPHALT CONCRETE SECT I ONS PROJECT BOUNDARY Q CONSTRUCT HDPE TO RCP JOIN PER ADS STD NO 602 1 EA o GREATER THAN 3 INCHES SHALL CONTA I N A BASE COURSE OF BI-AR-4000, INSTALL 36"x36" BROOKS PRODUCTS PRECAST CATCH BASIN HW OT SCE• T O I W E COH WAC-"�I�' � 1 MINIMUM THICKNESS OF 2 I NC�-ES. EXIST. STORM DRAIN ---------------------------- 31 W/ TRAFFIC STEEL GRATE PER DETAIL ON SHT. 6 3 EA N co EARTHWORK QUANTITIES: THE EXISTENCE AND LOCATION OF ANY UTILITY PIPES OR � PROPOSED STORM DRAIN ------------ �_..___ INSTALL 12" X 6" N-12 ADS-NYOPLAST SERIES INLINE DRAIN STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE � �►NNIN8 ■ DESIGN 0 COMB"UI"ON Q W/LOCKING CAST IRON GRATE 11 EA LD04441OR W AVAILABLE RECORDS. APPROVAL OF THIS PLAN BY THE CITY OF TEMECULA, cr CUT 5,000 C.Y. EASTERN MUNICIPAL I C I PAL WATER DISTRICT OR RANCHO CALIFORNIA WATER N TURF AREA PER LANDSCAPE PLANS 3� INSTALL 9" x 9" NDS X931 DEEP HOl1S I NG SPIGOT ADAPTER 2 EA LD03-16 G �, AREA PER W ND 1 ATRIUM GRAN (UNLESS OTHERWISE NOTED FILL 25 C.Y. DISTRICT DOES NOT CONST I TUTE A AT I ON AS TO THE ACCURACY OR z �YNEZ ROAD, �Tti 400 UINDSCAPE PLANS 34 INSTALL 18" HDPE PIPE (ADS N-12 OR EQUIVALENT) 435 LF COMPLETENESS OR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND �-DM AM &AFM < B CALFOPHA 52591-467'9 TOTAL: 4,975 C.Y. EXPORT c� " UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE C 0 NIS U LTI N G 909.eT6. 1042 " FAX 909.676.7240 • www.FN3F.cam D� �b� 35 INSTALL 12 HDPE PIPE (ADS N-12 OR EQUIVALENT) 154 LF CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO 36 INSTALL 6" HDPE PIPE (ADS N-12 OR EQUIVALENT) 428 LF PROTECT THE UTILITY L I NES NOT OF RECORD OR SHOWN ON THIS PLAN. APPROVED BY: -loseo RIDGELIKE ••�•R••••••••R•-••••• NAME -40VfF DATE z a CONSTRUCTION RECORD DATE BY REVISIONS DATE BENCH MARK �� �Q V E S S r p DES04ED BY DRAWN BY CHECKED BY DRAWING NO. o I �W, II RECOMMENDED BY: . DATE: CITY OF TEM E�u DEPAI�' AW 01: RIALTO WO�M� � 3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN A% C. y eC CONTRACTOR CONCRETE CURB STAMPED "R I VERS I DE " HORIZONTAL y . f PLANS D UNDER THE SUPERVISION OF - N COUNTY BENCH MARK T-46-81 RESET 1997 �-. _ ACCEPTED BY: DATE: / HARVESTON TRACT 29639-1 LOT 8 8 4 1 0 EASTERLY OF THE CENTERLINE OF SR-79 AT AS NOTED d NO-634" RONALD J. PARKS INSPECTOR THE SOUTHEASTERLY CORNER OF THE BRIDGE Ex . 9/30% DATE � _r ! ABC PRESCFIOOL OVER SANTA (ERTRUDES CREEK; 4.5' p MATTHEW C. HICKS DEPUTY DIRECTO OF PUBLIC WORKS NORTHERLY of THE SOUTHERLY SIDE of THE VERTICAL Jr j �� ,��! 11TLE SH'E'ET, 1iIOTES, V/CINI I V MAP Q HARVESTON TRACT NO 29639 DATE COMPLETED CONCRETE S I DEwALK. R.C.E. IVO. 63494 EXPIRES: 9-30-06 R.C.E. NO. 19744 EXPIRES: 9--30-OS fir_==ice¢- a 06/04 RBF 1 REVISED SLOPE ALONG LOTS 33 AND 34 ELEVATION 1097.163 AS NOTED Df CMS �., AND QUANTITY ESTIMATE � SHEET 7 OF � ILLI LINE TABLE �I I LINE LENGTH BEARING I L1 13.97 N70'48'3-6'W II I L2 90.00 N19*11'24"E L3 13.00 N70'48'36"W I I I L4 1.00 N19'11'24"E II I L5 13.00 N70'48'36"W �l I L6 90.00 N19*11'24"E I L7 13.00 N70'48'36W I L8 1.00 N1 9*1 1'24"E I L9 13.00 N70'48'36"W I 1-10 90.00 N19'11'24"E OLD LOT LIN I I 0 B L11 13.00 N70'48'36"W � I E RELOCA L12 1.00 N19*11'24"E PER LOT LINE ADJUSTMENT IL13 13.00 N 70'48'36"W I L14 36.00 N19*11'24"E I N1911'240E 402.74' L15 13.00 N 70'48'3fi"W L16 2.50 N19*11'24"E L17 0.95 N70'48'36"W - L18 10.00 N70'48'36"W L19 15.79 N19*11'20"E ( I L20 1.89 N53'10'05"W - L21 14.03 N36'49'55"E I I 1 2 3 5 6 9 L22 54.00 N53'10'05"W ( 1 9' 1 • L23 14.00 N 36'49'55"E I 1 TYP. L24 3.00 N53'10'05"W I 2 3 4 9 L25 14.00 N36'49'55"E JOIN 4 1 5 8 6 7 B 11 L26 26.87 N53'10'05"W I N 2,140.9f 9.6239 I L27 13.99 N29'31'39"E ( E 6,285,9f 2.3788 I 4 L28 13.96 N31*23'59"E 1 ' 1 cr L29 76.00 N58'36'01 WI I �G41C225 .7635 L30 12.94 N31'23'59"E L31 127.07 N19'1V24"E I I E 6,286,109.5630 L32 13.00 N70'48'36"W ( 1 L33 7.00 N1911'24"E L34 12.00 N70'48'36"W I I JOIN I I io <* L35 1.00 N19*11'24 E I I N 2,140,971.2167 I 1-36 12.00 N70'48'36"W �`` I I E 6,286,015.2672 1-37 142.00 N19*11'24"E � _ __. L38 13.97 N70'48'36"W I N I"► BLDG CRNR N 2141 203.059 CURVE TABLE ' I - I E 6,286,128.9658 CURVE LENGTH RADIUS DELTA TANGENT I _ Q s' S' � Q.s C1 24.04 16.00 86'05 56 14.950 - - - - C2 3.28 2.00 93'54'04" 2.14 C3 4.71 3.00 90 00 00 3.00 I _- I r C4 4.71 3.00 90'00'00 3.00 I /A I �n C5 4.71 3.00 90'00'00" 3.00 1 V� I I 9 I I 4 C6 4.71 3.00 90'00'00" 3.00 C7 4.71 3.00 90100'00" 3.00 I Z I I ° C8 4.71 3.00 90'00'00" 3.00 I z 0 (I C9 4.71 3.00 90'00'00" 3.00 N "� C10 1.57 1.00 90'00'00" 1.00 I j' I I I BLDG CRNR ( A C11 2.53 2.00 72'21'25" 1.46 I � M Z 3 I I N 2,140,987.1146 I L 2 1 - C12 3.14 2.00 90'00'00" 2.00 I "' co I E 6,286,080.6321 L _ - - _ I 4 8 C13 3.14 2.00 90'00'00" 2.00 OD WIN LL-1i _. .._.... ._ _.. .... . _._. w..� qt C14 3.14 2.00 90 00 00 2.00 �. o C15 45.00 377.00 06'50'22" 22.53 n Z I � 2 C16 3.15 2.00 90'17'27" 2.01 3 � I � n F► C17 34.26 393.00 04'59'26" 17.13 I " ' - I C18 21.49 16.00 76'56'17" 12.71 I • C19 17.22 16.00 61'39'26 9.55 C20 68.42 417.00 09'24'05" 34.29 I 1' 1 3.18 2.00 91*11'06" 2.04 C22 4.61 2.00 131'55'25" 4.48 � = C23 26.30 25.00 60'1710" 14.52 I I ■ C24 4.71 3.00 90 D0 00 3.00 C25 4.71 3.00 90'00 00 3.00 1 C26 4.71 3.00 90'00'00" 3.00 ' 1 - - �_ ( 24 C27 3.28 2.00 93'54'04" 2.14 I I _ J L - ._. ,.�. ` 1 1Q' �_ r- C28 24.04 16.00 86'05'56" 14.95 I 20' 20' 1 ' I � � NSTR N TE s ■ 1 4~ SOLID WHITE TR . 1 .. � STRIPE TO CREATE 9X16 PARKING STALL PERPENDICULAR �..........._. S' BUC I BLDG CRNR I I I N 2141 175.6549 TO CURB FACE. WHERE STALLS ARE LOCATED ALONG CURVED CURB FACE, unu EASEMENT I I I �., MINIMUM STALL WIDTH SHALL BE 9 AT ANY LOCATION WITHIN STALL. I _ BLDG NR I E 6,286,240.664 I 1 N 2 1 0 938.7030 ( I ... Q2 9'X16' HANDICAP PARKING STALL PER DETAIL ON SHEET 6. STALLS TO BE 1 E 6,286,166.4899 II II CREATED AS DESCRIBED IN CONSTRUCTION NOTE 1. _....._ r .,.� 96.26 ...... .................... .. ....M...,.. ... ' r' „ CL �{ .. x tti Y. 'Y•. 12 '1{ "!f T N52412 58 _ 11.93 J ' t e pi:n CV ..... JON `,r r / N 2 141 179.4300 N K N r E 6,286,254.6300 , r. - / JOIN r7 K, 1 11 1 T M. N 2,141,222.644,3 O ............ mulm JT 6,286,266.9720 55'27130 \ cy h ' - ........ .. W R=15.00' � � I • r 14.52' \ N70'4S 36 MI 10.00' - 0 N 99 N19.11.00rE .oop 100 VILLAGE ROAD I l � - � 101 ® o `-' I 0 0 (0 77 'd 1"_7 W o .� ."' SCPLE' cr 0 CL \ 0 I�LANNtMO ■ DEliIAN ■ CONSTRUCTION I 20 0 20 40 60 Q I \ 11011 J Z7S56���,S�� I � \ / � GRAPHIC SCALE i 7FAM LA, CALIFORNIA 92M-4M 1 C 0 N S U LT 1 N D 90A.6T6.SM ■ FAX 909.676.7240 • www.RBF.com I I z J LD03 16SOR o CONSTRUCTION RECORD DATE BY REVISIONS DATE BENCH MARK SCALE Q�p E S S fON DESK�IVED BY DRAWN BY CHECKED BY DRAWING Na o JK JK JSH RECOMMENDED BY: DATE: !�'�"�'¢! Cr �'l�»� •-- �, w CITY OF TEMECULA N CONTRACTOR HORIZONTAL y� �� of ��, ANS PA D UNDER TI-E SUPERVISION OF � AS NOTED W No.6.3494 A ACCEPTED BY: O DATE: 1 3 HARVESTON TRACT 29639-1 LOT 8 to INSPECTOR SEE PAGE 1 °� Lrxp. 9�30/C* DATE: I��L� RONALD J. PARKS _ ABC PRESCHOOL � '� ATTHEW C. H CKS DEPUTY DIRECTOR OF PUBLIC WORKS DATE COMPLETED VERTICAL Jr' c 1 V I\. ~- 1� HORIZONTAL CONTROL AND STRIPINO PLAN v AS NOTED OF CA\.1 R.C.E. NO. 63494 EXPIRES: 9-30-06 R.C.E. NO. 19744 EXPIRES: 9-30-05 fir -:i�ea- • � `i�•�' SHEET j OF QQN3jj:RUCT1QN NO Q CONSTRUCT TYPE "D-6" CURB ONLY PER C.O.T. STD. 204A Q4 CONSTRUCT MODIFIED TYPE "E" CURB AND GUTTER PER C.O.T. I STD. 205 ( TRACT 299 o � I I Q5 CONSTRUCT 1' RIBBON GUTTER PER DETAIL SHEET 6 I �6 CONSTRUCT (MODIFIED COMMERCIAL DRIVEWAY APPROACH PER PER C.O.T. I STD. 207A (W=24') I 7 O CONSTRUCT HARDSCAPE PER LANDSCAPE ARCHTTECT'S SPECIFICATIONS + I I o 38 37 36 35 34 33 32 Q8 CONSTRUCT 3 AC W/SEAL COAT OVER 6„ A.B. (CLASS 2) -- VERIFY I I I (1116.7) („17.6)1e.so 1 •6 .1 (,,20,2) (1120.6) (�120.6) ►�� PAVEMENT SECTION WITH SOILS REPORT I I , I 16- FS 1s• FS ,Q Q SAWCUT k REMOVE EX I ST. CIM, GUTTER k S/M. I I N,9'11'24"E 402. `..` __ a 10 INSTALL LIGHT STANDARD PER LANDSCAPE PLANS I ( 10 _ _ ._.. - _ _ _ r- _ _ _ _ - _ _ _ _... .... _,._ ,.,.. _ _ _ _ _... - _ _ _.. 11 CONSTRUCT TRASH ENCLOSURE PER ARCHITECT'S PLAN I I I 1 .62 - I I I rc I i5: 10 17,ov rc ,o � 7.50 �.. 1e.�e TC 17.s Fs ,e. TC • �• ,�• O12 CONSTRUCT MODIFIED F I ED HANDICAP ACCESS RAMP PER DETAIL SHEET 6 I I I 3 m 9' N 3 16.50 16. FS _- 3 7.00 Fs 10 17. F 7. 17. FS ,v I N - �; 3 a.16 TC I ( I C.F ( TYP 16 13 TC 16. 17., TC 17.62 FS 1 .66 FS :. _:- 15. 15.63 FS 16113 It1 .63 18.1 FS 118.03 TC 16.13 TYP. 16.6 17. 18. • ' I IN. .-^.1 15.08 F ,5.50 FS 16.00 16-00 Tc 1 1©.50 TC 7,00 T 16.63 17.56 FS 1 'CC 1*�'S.OD i :- 15.50 F 16.00 F 650 FF 17.00 TC r a 16.00 F 8 1a.11 TC' 17:,4$ . •r ,+r a 16.50 FS 17.61 10 1 a TC I s E 2 DRI A � 7. F I'I 17.x8 TC 4 7. 1 I ( I I _ 17.38 FS .. .._ - 1 . F _. ...,, . . .._ .... ...., ........_. .. ..,.... r- I ....... ...w..�..M_...._�.w... .....,. .. ..10 � �. � .....,. , ,,.............. . ..... .....�. .,,.,,..� .......,. 17.1 �C. T�.. i fW. . .... .,., ---t •09 . .. . ...... . ,.. .. . .. FL d� 7.74 i 10 ,r. 16.T I I I I 9 15. #e 7 16.63 BW I I i 1 9 15.68 15. 15. .► t � 4.69 TYP 15.40 FL 16.04 16.22 FS 0.51% ,.•'"" I I I I f .53 1 53 15 15.77 TC --- 16.53 F'S 16. LIMIT OF IMPROVEMENTS I I 0• 4 - TC 4 15.27 FL 16.15 FS 16.24 FS 16.38 ` 7 �' 10 16.26-FLCONSTRUCTION BY OTHERS - L I ( I I ,0 a FS-G9 7 V ... 13.28 18.66 4 14.83 15.03 TC _._..TS.4W T 15.49 .._ / b _ _.. _ __..__._._ is.15 e 15.34 911 :::fix.73 f.. 10 I I I N ■ I rC �....� • rn 14.95.. 14.99 :,.. .. '_. ..... .._..�_. .. 6.07.._x. . ___._. �Y .15.90 TG .:� =��_ .�_..=_-16 FS :1' .85 FL 16.60 TC � � �. 3: f AMX 2.00x10-1 S-lP 1 .15 -�,_ . o -� ----- o ' 6 16.07 FS 29 15.70 TG 16.19 FS F --P 4 `--.._. 16.10 1 I 15.10 F � 15.70 BN � '15.93 911 �� _ N I "' 16.10 FS6 PROPOSED /wEXIST. CkG .. X38 �...._-�..1,g`� ... .� 16.00 �S .�......�._.-.-._._.._. _.._. ...._.... _......_ S _.__. _.....+»....-SL�IE1�.�.._ r. 7 I 16.10 FS 1 S.70 ,, h.�96 1 4 = _ ? FS-GB 7 __ 16.06 16.12 FS 16.06 FS , _ lot.,2 TC .,. x,6.26 SECTION A-A w 4 Tc �I • 7 15. 16.1 16.16 FS 16.16 FS ..; .5 +�.,,? 16.28 10 16. TC I I I I I Fs 14.50 TG-LP I r g + '" � 12 .._�, -Z Z 15.84 FL 1 FS .... __. �...._ .._..� ____. ..... _ 2x 16.17 0 �` Gom- 1 00' 16. 1! • .16 h",h 1'6. TC 16.8 EG) VARIES 0 CF I I I 15• T� 15.13 FS 15.13 FS 16 05 C , . y 15.13 7 TYP FS 1 .99 TC 6.22 FS SLOPE r v I I FS G9 •- _ is. 7 FS 1 .92 TC ~• �: 1 .64 TC �6••+�1 VARIES C � VANES 1� 15. I� 15. 15.30 ,15. 16.14 r 6,,.,.�� 16.22 Tc-se �4 `" I .- FS i FF . 27 w ►MTI ATL"R PER 1ti 15.72 FL PROPOSED c�rG LANDSCAPE 15.17 FS 1 .17 I ,_�_, FS PAD 5 . 6p ARCHITECTS PLAN 15. SECTION B B �� 5.1 � 1215.21 .. ;� v m I o29639--4 5 0 5.29 TG-LP80 14 , 16.27 �* _ �� M � 4 � � � tg,� W � VARIES FROM Z I 1 TYP37 F'S _ 1 16.15 FS 16.18 F5 .._ _n N 15.32 FL � 5.00 TO 6.50 D I ` FF 11 5 . 37 6. 1 .01 FS 16 ,5 14. ``" 8 e VAR ES FROM Q 5.46 T 15. 7 ,,', 12 go U] EX. PAD EL. , * 14. 2.00 TO 0.50 14. 4.96 15. 4 "� �' PER PLAN 5 PAD 11 4 . 7D 19.1(! -LP _.. - , FG 1 .701 4• �. _ . `� 2• dip f f. SLOPE TYP i T �P°�•---- 1 •°� "5 6 15.2 ` � r Mqk VARIES I I I I I N I_ 2% 5. 10 � � FG ',�� ;n - PROPOSED 6" CURB 15.71 35 FS 15.79 1 _ 7 5.0 14.60 �^' 4 �'� I I I I I == 15.25 F5 1 7 4 o SECTION C-C s. T 7 15.00 TG �- I 16.0 5.37 14. 15.51 I I I 13.50 T6 FS-(y8 ` .+ - , . 15.25 FS ! 15.37 � 16.7 EG I I TG-GB 0.5 X �' J g / X 120 I I �_ I1 I LANDSCAPE ._._.___...._ ARCHITECTS PLAN 0.50X ... :.: -; 5= _ ..w -.- `""�' 16. � jj - 20* �L7 �5 16. 7 6 ' 1.•13 OX 15.65 TC 15.37 TC 15. ---•�- 14.87 G �/ r 15.25 FS - � I 5# I I � g' I, �.---�.•' 15.37 TG-LP 1.4X ' � '0 15.1 FL �R p�� 3: 1 MAX I - �r-- 8 N ..--- I sw ,s.,e Fs ,�. 15.�o T -, ISI .37 FS 2.09 6. TC 115.E 15. FL EXIST. C&G EXIST. S/w I I I I 14.7 ( , . a ' •1� a? AIN 15.9 SECTION D-D 14. TG � I 5 PLIC ai 14.7 FG 3• 16.27 5.5 TC 15.85 T F 1115 . 37 +� 15.35.- 1 I I I I UTILITY E T AD 1114 . 7 _ 7 Ff1 TT I 1Q _ • s S 15.C7 t ,, 15.40 EXIST. 1.0 I __ --- =. _^ °f FG I CkG I P 1 .'-42-"T . - ti J 2% I( PAD 1 1 1 5 . 6 O �r •.,y .i = S_^' ri�L1�(/r�i/ CATCH BASIN 3.7 14.4511 •+ RELOCATION PER L 15.65 FS 15.83 FS 9N� _ . _ _._ _._. J / I I •� I I 1.0 1.0 15.80 FG ,` •:-s .• 1:. STREET IbPROVEMENT PLANS 5.00' I I .5 g .y :. _ _..m 4 2.09 .,. I I I I I � ,.. �- ... .00 TG �. N 1.ex � _ - - ........ - -1-4 7 f __._._____ - __ _ 15.39 9 14.77 �-- THICK I I I I __ 13• 3: 1 kAX 14.7 FG \ .60 G _ ' TC __Y _ �- CONCRETE 6" CURB �I IL --� _.. --�� .. _. , _--�- _ I STEP OUT TYP X I III 11.42 \ L I SII 1 CONS 7 A 41 FS� 15.57, - .- ® TYP I I I TC - LIMIT OF r I " 7 �f CONSTRUCTION 12 58 E _ SECTION - I III - %-.' _..._._ 11.931 - - _ � - � /l Ef 0 I I 9 1 E 13.37 .� IST. RAID _._ �--� ��' 13.9® " 15.14r ttv I I I N70"48'36"W --- _ A '5"ff�130" I 1.00' 10.00, 12.21 _J� r31 TC v ( 4)S 15.24 15 R- . . - - _._. _ _. C - 15.00` r- � TC �� 14.52' E PRaPOSED s" CURB PROPOSED C>kG In ' 1LO66 sus Q119•119 Oo•E 405.000 - 100 V1 LAME RO D 1 SECTION F-F 0 5 QD C4 0 L J 20 0 20 40 60 0 IN I GRAPHIC SCALE W PLANNING ■ DESIGN ■ CONSTRUCTION R 3 -� \ 1A / Lo04-141 GRuj DO - 66GR ,�ROAD, su rE 400 ' I -_____.--�` - I ( o ■ ■ ■ 7E%4E<X LA, CALF-OFNA 92S�4s79 \� I I BtlEDINQ AIS SAFETY CONSULTING 900.6'1"5.9042 • FAX 909.676.7240 ■ www.RBF.corn I I I I APPROVED BY: NAME 'DATEz Q CONSTRlJCT10N RECORD DATE BY REVISIONS DATE ACCD BENCH MARK SCAB % I C S S I o DESIGNED BY DRAWN BY CHECKED BY DRAWING NQ o JK JK JSH RECOMMENDED BY: DATE: CITYOF Tof PUBLIC VADM CONTRACTOR HORIZONTAL ,`� �� �r ��, PLA PREPA R THE SUPERVISION OF � '~ 1 ACCEPTED BY: • G A AS NOTED � No.63494 � r _ DATE. H RVESTON TRACT ZJ►639 1 LOT $ o INSPECTOR SEE PAGE 1 DATE. G-'��' RONALD J. PARKS �. 9/30 ABC PRESCHOOL LO VERTICAL s ��� MA THEW C. HICKS DEPUTY DIRECTOR OF PUBLIC WOFOCS DATE COMPLETED r' �1v1� p Q tF �E� R.C.E. NO. 63494 EXPIRES: .RES: 9-30-06 R.C.E. NO. 19744 EXP I RES: 9-30-05 f�`-_=: yea:: PRECISE Q RADING PLAN 06/04 RBF REVISED SLOPE ALONG LOTS 33 AS NOTED �F C 1►� .„� a / AM 34 SHEET � OF � ,� i CD1�/3TRVCTION �L CONSTRUCT HPE TO RCP JOIN PER ADS STD NO 602 I ' 31 INSTALL 36006" MOCKS PRODUCTS PRECAST CATCH BASIN W/TRAFFIC STEEL GRATE PER DETAIL ON SHT. 6 I I 32 INSTALL 12"x 6" N-12 ADS-NYOPLAST SERIES INLINE DRAIN W/LOCKING CAST IRON GRATE INSTALL 9" x 90 NDS 31 DEEP HOUSING ' (� #9 ING SPIGOT ADAPTER I W/PDS #981 ATRIUM GRATE (UNLESS OTHERWISE NOTED) 34 INSTALL 180 HDPE PIPE (ADS N-12 OR EQUIVALENT) I , Q 35 INSTALL 120 HDPE PIPE (ADS N-12 OR EQUIVALENT) INSTALL 60 HDPE PIPE (ADS N-12 OR EQUIVALENT) 3 INSTALL 120 HDPE FITTING a INSTALL 18w HDPE FITTING 39 INSTALL 6" HDPE FITTING a INSTALL 4" STORNDRAIN CLEANOUT WITH STOLID CAST IRON GRATE - I 41 INSTALL 120 x 12» NDS #1214 MANGANESE BRONZE GRATE k FRAME Q OR APPROVED EQUAL. 1 I ■ � I I ( 42 INSTALL 6. x 6» NDS #'923PB MASS GRATE W/STYRENE ADAPTER r- w WATER 43 POINT OF CONNECTION FOR DRAINAGE PER LANDSCAPE ARCHITECTSS PLAN I I I 0.15 10P 6!_M_ -3 1 II 1453 TG .10. BOT 1 a" 3 11.47 2.03 I I4 I I �. . I I I _ -� STORM DRAIN DATA I � _ _ ........-__-_ _._ 01 DELA RADIUS LENGTH SL ■ I -~ - t -- 8 7 c4 10.65 1 "'56'17-W -- 5.36 .0788 I - 5 c r 15. 15.90 TG 2 N82 26 52 W - 5.64 .0788 11.e7 BOT 12 SD INV 11.; 14.73 I 7 33 08 E - 6.74 .3323 I 08.84 TOP 4" SS - 4 2 26 52 W -- 8.74 .0050 I r 12.14 WT 12 SD -w N31 23 59 E -- i.51' .0695 ( 1 t RA TC_ INV , - ._ _._.� :-I.NV __ 6 2 26 52 W -- 6.79 .0050 I �, t N18 48 21 E .49 .0050 .33 8 71 11 39 W - 2.42 .1664 r-- - �- 9 N18 48 21 E -- 32.50 .0050 I 4.53 INV 0 N71011 39"w -- 10.66 .3537 �-- N 18 48 21 E .,Qv .0050 I I I 1 1 2 N71'11'39 W 7.58 .4565 �I 13 18 48121 E 2.26 .0050 1 I I 1 1 a 14 N 18 48 21 E .19 .0050 ( ( I _ _ _ I Nv N70 48 36 W -- 9.52 .2237 I mow - -= o N18 48 21 E - 1.14 .0050 I N21 24 47 E -- 111.32 .0050 I 14, TO 71 05 22 W -- 8.83 .0395 ,� 3.6 INV_ . t 19 N 19 11 24 E --- 15.19 0092Ll rr- - N70 48 36 W --- 17.97 w .0490 1 N19w 11 24 E -- 0.10 v .0050 N70 48 36 W -- 3.48 .1379 I 3 N19 11 24 E -- 1.54 .0050 I I t # N70 48 36 W1 3.48 .0050 I 1 4. TG 4 4 INV 71 N 05 22 W 45.94 .0050 = 3. IN 3S I 5 10.27 26 N71 05 22 W -- 13.17 .0050, 7 N66 35 11 E -- 11.40 .0050 I 2. N70 52 45 W 1 7.28 .0050 cl-=- 29 N 19 07 15 E 1 3.10 .0161 I I � �•� ' I �-❑ N70 52 45 W -- 5.00 .0032 I ( I 1 N19 07 15 E -- 0.00 .0050 a N72 26 20 E 9.78 .1309 .� _ _ - 12. ) 1 - H N70 52 45 W - 9.17 .0050 I __ 1 - W 1 N 19011,00"E -- 1.07 .0489 L35 1 3 N19011'00"E -- 8.01 .0537TIC 36 1 N70 52'45" 1 10.03 .0050 co� ( C14 I 4 37 1 N70 52 45 W -- 14.50 .0124 w r)_ _ AM _ I 3 14.87 TG 30 1 N19 07 15 E -- 5.55 .0050 1 p 39 N 19 07 15 E -- 56.34 .0050 1 I I I NV 10.13 t 12.37 INV 40 N69950'58 W -- 3.48 .0050 I I - _ - INV 41 N 16 58 49 E -- 41.61 v .1726 I f - --------A _= 2 N70"49 00 W - 7.40 .4351 15.IA TO N18 48 21 E -- 4.14 .0050I I 4W: t 44 1 N18 54 38 E 1 1.82 .3791 III � b I .11 I I NV I it I 40d ftmftft PT. I1106.11) 3.13 INV t INV II -- __. -- RELOCATION PER STREET IMPROVEMENT PLANS I I 14.Oo -3 Ll 1 Ll .65 EX I 12.83 INN \ / •,, sem \ I � a III _ �.- � 1$ III ❑ ❑ 0I ❑ D ❑ ❑ v �.!. VILLAGE ROAD \ 99 100 �- n I 0 I 1 ! z W I � I �-2Q / C4 � � aPILANNiMO IN DESIMN ■ CONSTRUCTION I \\ 00 20 40 60 27555 YNEZ ROAD 9UR'E I I z CALHA 92=-4679 C D N 3 U LT I N GI 900.678.x042 ■ FAX 909.878.7240 • www.RW.com I o GRAPHIC SCALE �� 1 i,� LD03-16M R Z CONSTRUCTION RECORD DATE BY REVISIONS DATE BENCH MARK SCALE aoI E S S!0 DESN3NIED BY DRAWN BY (NECKED BY DRAM NO. Q JK JK JSH RECOMMENDED BY: DATE: ���� OF pU �® w CITY OF TEMECULA U CONTRACTOR HORIZONTAL ��� �'� yf `��„ � = PLANS PARED UNDER TI-E SUPERVISION OF � �C�pjs TAS NOTED � Nb,63494 � � ACCEPTED BY: DATE: HARVESTOH TRACT 29639al LOT $ INSPECTOR SEE PAGE 1 41 Up• 9/30/06 DATE. -SLS d RONALD J. PARKS ABC PRESCHOOL ATTHEW C. HICKS DEPUTY DIRECTOR OF PUBLIC WORKS p DATE COMPLETED VERTICAL 'ft' el v J\, J AS NOTED tf OF C ILII R.C.E. NO. 63494 EXPIRES: . 9-30-06 R.C.E. NO. 19744 EXP I RES: 9-30-05 STORM DRAIN IMPROVEMENT PLAN SHEET 4 OF- 4 i Y I I I r � ( I r I �t I I I I 1r I I r � I I I «<< «< < r 77 Tow R TIM IT r F7A i_ I I AREAS TW. � II I I, I I I I 7, 71 II I I I, I p I, I N 71 7, UA - - I I I L FFF- I °I LEGEND ° I ALL aSTLNM L AREAS -J IINSTALL GRAVELBAG INLET L PROTECTION 2 BAG HIGH x 1 BAG WIDE 71 n CONSTRUCTION ENTRANCE L= :17171. 1 II I _ L7HYDROSEEDED AREA �-- rp � ?_ le, I � � I ■ • I Erosion Control Notes: I II I I 1. ALL SLOPES STEEPER THAN 4:1 SHALL BE HYDROSEE I I � DED. II J I � VIII 71 _ _ _ - _ _ _ ___ - _ _ 2. ALL INLETS SHALL BE PROTECTED WITH A GRAVELBAG DIKE. ellIII - - 3. CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL MEASURES AND = ® COMPLIANCE WITH ALL SOUTH COAST AQMD RULES AND - "U` - - Lie ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° = __ =`�� - ♦ REGULATIONS. CONTRACTOR IS RESPONSIBLE TO OBTAIN ALL II L-L I Ll ♦ REQUIRED PERMITS AND APPROVALS FROM AQMD. ALL GRADING E III 4 Z T ® OPERATIONS SHALL BE SUSPENDED DURING 2nd OR WORSE STAGE a - ---- --== SMOG ALERTS BY AQMD. r "' El 11 t0 7,Z_7__-_ II N T N TE CONSTRUCTION ENTRANCE PER DETAIL ON SHEET 6. 0 l ` 71 rSTALL GRAVEL BAG PROTE TION w BAGS HIGH X 1 BAG WIDE x !� 0 INSTALL STRAW WADDLE AT CATCH BASIN INLET \ I cr_ 99VILLAGE ROAD100, 10010;- 3 HYDROSEED SLOPES PER NOTES ON SHEET 6 // - - - - - - - _ _ - - - - - - _ � ® O4 USE WATER TRUCKS FOR DUST CONTROL 0 r I 0 w N 00 \ / w INrIll z PLANNING ■ DESIGN ■ CONSTRUCTION I \� / ¢ fz I ■ ■ ■ VW YNEz ROAD, SUM:400 20 I � I � ♦ 0 20 40 so i 7EMEM LA, CALFOFNA 92WF4679 o C 0 N S U LT I N Q 909.6T6.92 • FAX 909.676.7240 * www.RBF.cvm z GRAPHIC SCALE LD03-1 6ftR o CONSTRUCTION RECORD DATE BY REMKM DATE BENCH MARK SCALE �p F�S S ION DESKMD BY DRAWN BY CHECKED BY DRAWM ND. Q /����3 C. JK JK JSH RECOMMENDED BY: DATE: CITY OF TCF Ric N CONTRACTOR HORIZONTAL ANS PREP ED UNDER THE SUPERVISION OF � ACCEPT /� � a INSPECTOR AS NOTED w No.6M94 - ED BY. DATE. 3 NARVESTON TRACT 29635-1 LOT a �n SEE PAGE 1 Exp. q/30/� DATE. _ RONALD J. PARKS ABC PRESCMOCIL r VERTICAL ,r �� ATTHEW C. H I C DEPUTY DIRECTOR OF PUBLIC WOWS q DATE COMPLETED r't ��r�� �+ EROSION AND SEDIMENT CONTROL PLAN o AS NOTED F 4F C k XX R.C.E. NO. 63494 9-30-06R.C.E. ~:::---= HydroseedlngNotes: THE CONTRACTOR SHALL CONFORM TO THE FOLLOWING RECOMMENDATIONS WHICH STATE: FAQF OF BUILDING �pQ "PRIOR TO PLANTING AND FOLLOWING SOIL PREPARATION, 5 EXISTING WEEDS WILL BE REMOVED (BY HAND) OR TREATED WITH A NON-RESIDUAL HERBICIDE (i.e. ROUND-UP). HYDROSEEDING 0.5' Q.5' .y"� WILL BE CONDUCTED IMMEDIATELY (WITHIN TWO DAYS) FOLLOWING A IN do RAIN EVENT GREATER THAN ONE-HALF INCH. IF RAIN DOES NOT 1" a COINCIDE WITH THE DESIRED PLANTING DATE, BOTH THE GROUND AND 5% 5% THE PLANT MATERIAL MUST BE THOROUGHLY IRRIGATED PRIOR TO SEEDING TO ALLOW FOR GERMINATION AND ADHERENCE TO THE SOIL." %--1-� - K- - �� •- - !� Vii: K. HYDROSEED MATERIALS: HYDROSEED MATERIALS SHALL CONSIST OF THE FOLLOWING COMPONENTS ON A PER ACRE BASIS: GRAVEL Q8 00 BASE MATERIAL 1800 LBS. WOOD FIBER MULCH 300 LBS. 16-20--0 AMMONIUM PHOSPHATE NOTE: 300 LBS. UREAFORM 38--0-0 (WITH A MINIMUM 26% WATER INSOLUBLE NITROGEN) 1. CLASS 560-C-3250 CONCRETE 100 LBS. SOIL SULFUR 300 LBS. AGRICULTURAL GYPSUM 5 2' RIBBON GUTTER 50 LBS. SEED FOR PLANTAGO INSULARIS (98% PURITY/7576 GERMINATION) NOT TO SCALE ALL SLOPES OVER FIVE (5) FEET HIGH AND 10 : 1 OR STEEPER SHALL BE HYDROSEEDED AS NOTED ABOVE. CONCRETE WHEEL STOPS 4' MIN. DISABLED PARKING SPACE SIGN (TYP.) rt TG PER PLAN z 29L MAX 'S *ACCESS AISLE AT mVAN ACCESSIBLE" PARKING STALLS MUST BE 8' io WIDE MINIMUM. SEE PLAN FOR SIZE. SLOPE 4" WIDE BLUE STRIPES STEEL GRATE FRAME ® TYPICAL SYMBOL LIP OF GUTTER 9. *5• 9. 4" 36" 4" 36" FACE OF CURB 717 TC/FL PER PLAN � to EMBLEM MUST BE LOCATED IN STALL SO THAT IT IS VISIBLE BY A TRAFFIC ENFORCEMENT OFFICER WHEN A BROOKS PRODUCTS 3636 OR APPROVED EQUAL VEHICLE IS PROPERLY PARKED IN THE SPACE (CENTERED AT ENTRANCE TO STALL RECOMMENDED). PRECA S T CA T CH BA SIN DETA I 3 NOT TO SCALE ~ WI 0 RETAINING CURB O O O 0 ----- 1/2- RADIUS IF NECESSARY AT BLUE48" MIN. EDGE OF SIDEWALK WHITE RESERVED LEi FOR REFLECTORIZED SIGN HANDICAPPED RESERVED CONSTRUCTED OF Is 0 6i FOR PORCELAIN STEEL I I x 11 FILTER FABRIC r7 Z HANDICAPPEDWITH BEADED TEXT VAN ACCESSIBLE 8.33x: N $.3376 BELOW � � 0 OR EQUAL N MAX. MAX. GROOVING I* TO r COURSE m rn AGGREGATE NOTE: SIGN TO BE CENTERED AT THE 80" MINIMUM FOR CONSTRUCTION ENTRANCE z z FREE STANDING `j INTERIOR END OF PARKING SPACE ,. NOT TO SCALE ix 6.0 0 CURB FACE 7,5 6 CURB FACE 0 AREA OF SIGN TO BE A MINIMUM -1 doTHE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT MILL PREVENT � OF 70 SQUARE INCHES TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAY. THIS MAY TO TOP OF REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS 3 WALKING SURFACE 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. 0 2 HANDICAP STRIPINC3 AND SIGNAGE DETAIL. MODIFIED HANDICAP ACCESS RAMP ENT RA ONTOYPUBLICLRI HTSI-OFB WAY. AWH NTWASH NOG ISSEDIMENT REEQUIRED, II PRIOR TOT O N NOT TO SCALE NOT TO SCALE SHALL BE DONE ON AN AREA STABILIZED WITH STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. ALL SEDIMENT 0 SHALL BE PREVENTED FROM ENTERING ANY STORM BASIN, DITCH OR WATER-- w COURSE THROUGH USE OF SANDBAGS, GRAVEL, BERMS OR OTHER APPROVED i METHODS. z a ►LANNINO ■ OWSION ■ CONSTRUCTION Q 7 J 0 m m 117536"CL7 ROAD,lILM 4W GALFOFM 9M-4679 O CONSULTING ld9.67 -8042 ■ FAX 909.676.7240 mm.RW.mn Z a LD03■166!1!1 o Q RECORD DATE BY REVISIONS DATE ACCD BENCH MARK DESKMD BY DRAWN BY CHECKED BY SCALE %lt F E S S IO DRAWINK' NO. p C �'�� JK JK JSH RECOMMENDED BY: DATE: �4 l CITY OF T �ueuc N CONTRACTOR HORIZONTAL ,_�4�. �� yf �, PLA PREP RED R THE SUPERVISION OF 4 ACCEPTED BY: DATE: /'- 3 MARVESTON TRACT 29639■1 LOT 8 AS NOTED •63494 rn DATE: t��S�' _ RONALD J. PARKS ABC PRESCHOOL INSPECTOR SEE PAGE 1 Exp. •/30/a� DEPUTY DIRECTOR RECTOR OF PUBLIC WORKS VERTICAL Jr � � ti� MATTHEW C. HICKS � : - N Q DATE COMPLETED �lF r E��� R.C.E. NO. 63494 XP 9-30-069744 9-30-05 === CON$7■RllCTIOH DETAILS v AS NOTED OF C A�1EXPIRES:RES: R.C.E.R C E NO. EXP I RES. rr� . SHEET 6 OF 6