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HomeMy WebLinkAboutTract Map 29639-1 Lot 13-14, 16-17 Precise Grading GENERAL NOTES 1. THE CONTRACTOR SHALL BE RESPONlSIBLE FOR THE CLEARINIG 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 . 1. EROSION CONTROL IS REQUIRED FOR GRADING OPERATIONS DURING BEGINNING 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 �� SIGNS CONFORMING TO THE .� 2. IN CAS OF EMERGENCY, CALL GLENN HWITCHE'N15 OF LENlIAR COMMUNITIES AT SPECIFIC PLAN 3. ALL WORK SHALL CONFORM WITH THE REQUIREMENTS OF THE CITY OF TEMECULA LAKE RK PRECISE RADING (909) 712-1572. PLIC WORKS DEPARTMENT IMPROVEMENT STANDARDS AND SPECIFICATIONS, DATED Abp 3. THE DESIGN CIVIL ENGINEER WILL SM.PERVISE EROSION CONTROL WORK AND OCTOBER 1998, AND SUBSEQUENT AMENDMENTS. / - t INSURE THAT WORK IS IN ACCORDANCE WITH THE APPROVED PLANS (IF REQUIRED). 4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER, �� "' TO INSTALL STREET CENTERLINE MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY / r 4. ECU I PMENIT ANO WORKERS FOR WORT( SHALL BE MADE AVAILABLE AT ORDINANCE NO. 461 (TRACTS AND PARCEL MAPS ONLY). ALL TIMES DURING THE RAINY SEASON. NECESSARY MATERIALS SHALL BE 5. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR TO APPLY ` AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO TO THE CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS FOR AN ENCROACHMENT FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS PERMIT FOR ALL WORK ON EXISTING CITY MAINTAINED ROADS, AND FOR UTILITY \ IMMINENT WORK WITHIN OFFERS OF DEDICATION FOR PUBLIC USE. 5. DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE d. ALL FACILITIES, WITH LATERALS, SHALL 0E IN PLACE PRIOR TO � "� CITY ENGINEER. PAVING THE STREET SECTION INCLUDING, BUT NOT LIMITED TO. THE FOLLOWING: r : SEWER. WATER, ELECTRIC, GAS k DRAINAGE• 2 yis/9 ` ALL REMOVABLE PROTECTIVE CES 94ALL BE IN / d• OF EACH WORKING DAY WHEN THEI5--DAYY RAN PROBABILITYPFORECAST EXCEEDSACE AT ACCORDING 7. CURB DEP'R'ESSIONS AND DRIVEWAY APPROACHES WILL � INSTALLED AND CONSTRUCTED / ACCORDING TO STANDARD NO. 207 AND/OR NO. 207A, AS DIRECTED IN THE FIELD. 40%• S. IT SHALL BE THE RESPON5I8ILITY OF THE DEVELOPER OR TO APPLY 7. AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMDNEO FROM CHECK :°.. TO 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-WAY. , " B. GRADED AREAS AROUND THE TRACT PERIMETER MUST DRAIN AWAY FROM THE fff t. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS (*) � TAKEN , LOT ASAP FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. AFTER ROUGH GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. rloT ro it t, USE STANDARD N0. 401 IF EXPANSIVE SOILS ARE ENCOUNTERED. (* INSERT "SI-MALL" ` SCALE FOR TRACTS AND PARCEL MAPS OR "MAY" FOR PERMIT CASES.) _-� F • •,.�,;. , 9. THE DEVELOPER SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY MINNOW, MINNOW PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED 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 EMQLS I ON SHALL CONFORM � ,, ,, * � 10. DES I LT I NG BASINS ARE TO � AS GRAD i NG � INDIVIDUAL BRAD I ND TO SECTIONS 37, 39 AND 94 OF THE STATE STANDARD SPECIFICATIONS. m� , ' J -:� LC]7 9 l AREAS ARE COMPELTE PER ROUGH GRADING PLAN. „ 11. PRIME COST REQUIRED PRIOR TO PAVING ALL GRADE IN EXCESS OF TEN PERCENT. w " 11. THE DEPARTMENT OF PUBLIC WORKS RESERVES THE RIGHT TO MAKE CHAN1ES M.. 1.. OR MODIFICATIONS TO THIS PLAN AS DEEMED NECESSARY. _ 8/9 12. INSTALL STREET TREES IN ACOORD „ - / ,, DANCE WITH THE HAR'VESTON SPECIFIC PLAN .. ,n 12. INFORMATION ON THIS PLAN IS FOR EROSION CONTROL ONLY. ALL OTTER 7 13 STREET LIGHTS SHALL t INSTALLED IN ACCORDANCE WITH THE HiARVESTONI \ INFORMATION I S SUBJECT TO CHANGE. SPECIFIC PLAN .. ,Writ' :s 13. TEMPORARY EROSION PROTECTION IS REQU I RED FOR MANUFACTURED SLOPES 14. AS DETERMINEDBY THE CITY ENGINEER. THE DEVELOPER IS RESPONSIBLE AS A PRIOR TO PERMANENT PLANTING. MINIMUM FOR ROAD IMPROVEMENTS TO CENTERLINE AND MAY BE REQUIRED TO RECONSTRUCT P-„•., ,�, 14. AREAS SHALL BE MAINTAINED IN SUCH A STATE THAT FIRE ACCESS SHALL BE EXISTING PAVEMENTS, INCLUDING BASE, AND MATCHING OVERLAY REQUIRED TO MEET THE STRUCTURAL STANDARDS FOR � f� _ � , THE CURRENT ASSIGNED TRAFFIC INDEX. - t w t x,4/4' µ ;yr « MAINTAINED AT ALL TIMES (INCLUDING ACCESS TO NEIGHBORING PROPERTIES). ,y,w 15 ONLY LANDSCAPING CONSISTING « OF GRASS AND PARKWAY TREES MAY 3 • BE INSTALLED „,^„ y r 15. NO OBSTRUCTION OR DISTURBANCE OF NATURAL DRAINAGE COURSES OR EXISTING . / PLANS. ALL OTHER TYPES OF LANDSCAPING IN THESE AREAS AND ALL LANDSCAP I NK; �, „�. ON ALL OTHER STREETS SHALL REQUIRE SEPARATE LANDSCAPE PLANS. ALL LANDSCAP I ND �. .- .� �' ADEQUATE DURING HE RAINING SEA ^ �,,. � •#. S DRAIN INLETS SHALL OCCUR DUWt I T SEASON, DESS ENCROACHMENTS SH " ADEQUATETEMPORARY/PERMANENT DRAINAGE FACILITIES HAVE BEEN APPROVED ALL CONFORM TO RIVERSIDE COUNTY STANDARDS RELATING TO THE k ,,0 \\ ADMINISTRATION OF LANDSCAPE ENCROACHMENTS DATED JANUARY 1989. AND T THE NEAREST PRACTICAL STREET, STORM DRAIN OR W�R�COURSE 0 ARES CAL S REE T \ \ 16- PURSUANT TO THE CITY OF TEMECULA ORDINANCE NO. 90-12 THE DEVELOPER `"� ` �"' """* ." .. � .'_' SHALL INSTALL ALL REQUIRED CABLE TV FACILITIES. 16 T , - � -.. �" �, ,`a• STORM RUJNOF�FRN I LLLL BE I CONTAINED WITHIN PROJECT �R 17. APPROVAL OF THESE PLANS BY THE CITY X ... CHANNELED INTO OR ITS A '� . CENTS ODES NlOT'E MEL IEVE THE - y `� V - f i . .«, ." •�..�: 4� �i ... THE STORM DRAIN SYSTEM WHICH SERVES THE RUNOFF AREA. STORM RUKVDFF APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION . •..• - --:. ,. / �, . FROM ONE AREA SHALL NOT BE ALLOWED TO DIVERT TO ANOTHER RUNOFF AREA. OF ERRORS OR OM I SS I ON5 DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE .', \, '��� --'- � LAK I 17. CONFORMANCE AF'PftOPR I ATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL .a-� _ - .""" � ," � RE1rEN1'S PLANS SHALL I N WAY w : LOT 1 T 1 ,,lr � NCE WITH THE REQUI � TT�SE NO 18. ALL WALLS SHOWN ON THESE PLANS ARE PER A SEPARATE PERMIT. I ILITIES TO THI ITE AND N " ADJACENT PROPERTIES. TEMPORARY EROSIONCONTROLSHALL CONSIST OF, r „ 19. CONTRACTOR SHALL PROVIDE A RELATIVELY PLAT 24 WIDE MAINTENANCE BUT NOT BE LIMITED T CONSTRUCT ACCESS PATH LNG SUCH FACILITIES AND TAKING SUCH r .t :.iw^ µ �` fFd++u I�"c AT TOP OF ALL SLOPES. KEEP IRRIGATION ANO PLANTINGS CLEAR OF THIS AREA. ���� ����� y , �_�" / � � ,� 0• DEVELOPMENT MEASURES AS ARE NECESSARY TO PREVENT, CONTROL AND ABATE WATER, MUD 20 MINIMUM 6" PIPE SLOPE SHOWN ON THESE PLANS SHALL BE 0.5X. y AND EROSION DAMAGE TO PUBLIC C AND PRIVATE PROPERTY A A S RESULT - r.p d a" "4° x^'�' CONSTRUCTION OF TH I OF SPA VI Nei NOTES THE . y" � � � IS PROJECT. -1 - i r •.�L v .e.M .. 1d. SLOPES CONSTRUCTED PRIOR TO OG"M'O�1R IST SHALL BE TREATED FOR EROSION 1. MINIMUM PARKING LOT GRADE SHALL BE ONE (1.0) PERCENT. a � �` CONTROL PRIOR TO OCTOBER 15TH. . SL I '. 1-=- _"• ., ,_. OPES .CONSTRUCTED AFTER OCTOBER. 1ST. :. ,,. SHALL BE TREATED FOR EROSION CONTROL AS THE CONSTRUCTION OF SLOPE 2. MINIMUM (MADE FOR RIBBON [TRAINS SHALL BE 0.50 PERCENT. � � �.� I � ,.. . a . . PROGRESSES IN INCREMENTS OF 25 FEET OR LESS MEASURED VERTICALLY. _ .. I t 3. AN APPROVED SbIL STERILIZER SHALL BE USED ON ALL SIBGMRADE SURFACES .\ A.e,9' µmart,?b ,� r PRIOR TO PLACEMENT OF PAVING. ALL WALLS PER SEPERATE PERMIT � . ,k � _' ,, , � „ , ,� 19. FILL AREAS, WH I LF BEING BROUGHT UP TO BLADE AND DURING PER I OOS OF ' 4. ASPHMLT I C EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FdtTEI:NI " . COMPLETION PRIOR TO FINAL GRADE, SHALL BE PROTECTED BY VARIOUS O 1 MEASURES TO ELIMINATE EROSION AND THE SILTATION OF DOWNSTREAM (14) DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING AND SHALL BE _ «• � � ..�.- MINNOW ,�,,■ r�■, r,-, �..■. �� *,,,.. , APPLIED AT A RATE OF 0.05 GALLONS PER SQUARE YARD, ASPHALT EMIULS I ON ,. M� �• � .�• +■W! =,�Nw FACILITIES AND ADJACENT AREAS. THESE MEASURES MAY INCLUDE, BUT EA ORK QUANTITIES '` \:.- LI SHALL CONFORM TO SECTIONS 37, 39 AND 94 OF THE STATE STANDARD • NS, EI SPECIFICATIONS. SHALL NOT BE LIMITED TO. TEMPORARY DOWN DRAINS, EITHER I N THE FORM CUT: 7,305 CY / _ �'�'~` �■ �� wi OF PIPES OR PAVED DITCHES WITH PROTECTED OUTFALL AREAS; GRADED BERMS / AROUND AREAS TO ELIMINATE EROSION OF FILL SLOPES BY SURFACE RUNOFF; 5. THE SUBDIVIDER OR CONTRACTOR SHALL APPLY TO THE CITY OF TEMECULA FILL: 6.845 �,.. , ........_ ,, RUNOFF; TE DEPARTMENT OF PUBLIC WORKS FOR AN ENCROACHMENT PERMIT FOR ALL WORK .. CONFINED PONDING AREAS TO DES I LT T TEMPORARY CHECK DAMS IN OE 460 CY (EXPORT) OF SLOPE DITCHES TO DES I LT RUNOFF; PROTECTION SUCH AS SANG BAGS WITHIN CITY RIGHT-OF-WAY. / vr . •' . . AROUND INLETS WHICH HAVE NOT BEEN BROUGHT UP TO GRADE, AND EARTH d. THREE SPECIAL INSPECT I OI�f5 ARE REQUIRED BY THE DEPARTMENT OF PUBLIC �.•- •, ,,, ." BERMS AND APPROPRIATE GRADING TO DIRECT DRAINAGE AWAY FROM THE EDGE 'A _. OF THE TOP OF SLOPES SHALL BE CONSTRUCTED AND MAINTAINED ON THOSE WORKS, ONE INSPECTION AT SUBC3RADE, THE SECOND AT THE TIME THE BASE �, IS PLACED AND THE THIRD WHEN THE A.C. HAS BEEN PLACED, ,._ FILL AREAS WHERE EARTHWORK OPERATIONS ARE NOT IN PROGRESS. a.ari4. ., 7. THE CONTRACTOR SHALL � RESPONSIBLE FOR THE CLEARING OF THE PROPOSED a _., 20. TOP OF CUT BROW DITCHES *ERE REQUIRED ON PLANTING AREA PA INDEX MA j THE PLAN, SHALL BE WORK AREA, AND RELOCATION AND COST OF ALL EXISTING UTILITIES. THE ,* / • .W,. CONSTRUCTED PRIOR TO EXCEEDING TWELVE (12) FEET OF CUT MEASURED VERTICALLY CITY SHALL BE INFORMED 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION AT (909) 694-6411. TOP OF WALL TN _- SCALE: 1" 100' 8. A COMPACTION REPORT 21. CLEARING AND GRUBBING SHOULD BE LIMITED TO AREAS THAT WILL RECEIVE _. BY A SbILS ENGINEER SHALL CERTIFY 95 PERCENT IM4EDIATE GRADING. EROSION CONTROL MEASURES WILL BE REQUIRED TO COMPACTION OF BASE PRIOR TO CALL FOR SECOND INSPECTION ANO A TOP � CURB TC � PROTECT AREAS WHICH HAVE BEEN CLEARED AND GRUBBED PRIOR TO GRADING PLACEMENT OF ASPHALT PAVING. OPERATION, AND WHICH ARE SUBJECT TO RUNOFF DURING THE PERIOD OF THE SIDEWALK SwK COHSTRUCT/ON NOTES RAINY SEASON. THESE MEASURE MAY INCLUDE BUT SHALL NOT BE L I M I TED TQ n. COMPACTION TEST aBSERvATIoN OF sueoRADE OR BASE R�Od( GRADE SHALL Sr QUA ESTIMATE 1s BE COORDINATED BY THE CONTRACTOR WITH THE SOILS ENG I NEER AND THE CONSTRUCT HDPE TO RCP JOIN PER ADS STD. 602 1 EA GRADED DITCHES,; BRUSH BARR I ERS AND SILT FENCES. CARE SHALL BE PROJECT INSPECTOR, ALL GRADE I NSPECT I ONS WILL BE IN CONJUNCTION FLOW LINE 17 INSTALL TYPICAL PVC CROSS, TEE, BEND, OR FITTING - SIZE AND TYPE PER AN 11 EA EXERC I SED TO PRESERVE VEGETATION BEYOND LIMITS OF GRADING. WITH OR PRECEDED BY COMPACTION TESTING. NO. 1 TEM QUANTITY UNIT � � 10. FINAL PAVEMENT SECTION DESIGN SHALL BE SUBMITTED TO THE FINISHED GRADE FG 1 CONSTRUCT PAVING PER LANDSCAPE PLAN SPEC I F I CAT I ONS 12, 170 SF 19 CONSTRUCT PVC TO HPE SADDLE JOIN CONNECTION PER ADS DWG. NO. 239 3 EA 22. THE DEPARTMENT OF PUBLIC WORKS' APPROVAL OF THE PLANS DOES NOT o D I RECTOR OF PUBLIC WORKS FOR APPROVAL A MINIMUM OF TEN DAYS PRIOR TO 2 CONSTRUCT CONCRETE SIDEWALK PER LANDSCAPE PLAN SPEC I F I CAT I ONS W I DTH PER PLAN SF REL I EVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR GRADE AK ( ( ) 49,370 INSTALL 1 1/2" PVC WEEPHOLES THROUGH CURB PER DETAIL SHT. 2 16 EA AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED o PLACEMENT OF BASE MATERIAL. THE DESIGN SHALL ADHERE TO THE METHIODOLOGY " " INSTALL 8"x4" ADS-NYOPLAST SET FORTH IN CHAPTER 600 OF THE CALTRANS HIGHWAY DESIGN MANUAL AND Q3 INSTALL 9 x 9 IDS #931 DEEP HOUSING SPIGOT ADAPTER W/NDS #981 16 EA SERIES I HE I NE DRAIN W/DUCTILE IRON GRATE 14 EA PLAN REVISION SHALL BE PROMPTLY SUBMITTED TO THE DEPARTMENT OF o PUBLIC WORKS FOR APPROVAL. � lJT I L I ZE THE R" VALUE METHOD. THE "R" VALUE TESTS SHALL BE CONDUCTED TYPICAL TYP. ATRIUM GRATE (UNLESS OTHERWISE NOTED) 3 INSTALL 4" PVC 22.5• BEIM .o IN ACCORDANCE WITH CALIFORNIA TEST NO. 301 AND SHALL BE PERFORMED BY A 9 EA REGISTERED ENG I NEER. THE NUMBER AND LOCAT I ONS OF THESE TESTS SHALL BE 4 INSTALL 8" PVC ASTM D3034, SDR 35 » 23. ALL GRADED SLOPE AREAS s' OR MORE IN HEIGHT SHALL BE SUBJECT TO APPROVAL BY THE DIRECTOR OF PUBLIC WORKS. ION NOTE NUMBER /8 353 LF g I NSTALL 8 PVC 22.5 BEIM 8 EA UNLESS SUFFICIENT NATURAL VEGETATION HAS BEEN ESTABLISHED AS DETERMINED 5 INSTALL 4 PVC SCH. 40 PIPE 865 LF INSTALL 8" PVC 45• BEH 4 EA BY THE CITY OF TEMECULA INSPECTOR. 11. ASPHALT CONCRETE SHALL CONFORM TO ALL PROM I S I ONS OF SECTION 203- 13 5 PROJE� � 6 INSTALL 6" FRENCH DRAIN PER DETAIL ON SHEET 2 542 LF INSTALL 24" HDPE TEE W/2-24"x8" REDUCERS IE OF THE CURRENT STANDARD SPECIFICATION OF PUBLIC NOFiFCS CONSTRUCTION. 1 EA 24. JUTE NETTING SHALL BE INSTALLED ON ALL SLOPES OVER 10 IN HEIGHT. ASPHALT SURFACE COURSE SHALL BE C2-AR-4000• M I N I MQAd THICKNESS IS 2 7 INSTALL 12"x 12" ISS �1200/1216 CATCH BASIN WITH GRATE INCHES, MAX I MIUMI THICKNESS IS 3 INCHES. ASPHALT CONCRETE SECT I ONS EXIST. STORM DRAIN - - -- -- - - - - -- - (TYPE PER PLAN) 8 EA 28 INSTALL 8" PVC TEE w/2-8"x 4" REDUCERS � 2 EA r GREATER THAN 3 INCHES SHALL CONTA I N A BASE COURSE OF B-AR-4000, A ._.. - $ INSTALL DRY WELL (SEE DETAIL ON SHEET 4) 1 EA » 6 29 INSTALL 6 PRATT PUSH--ON JOINT GROUNDHOG BURIED SERVICE BUTTFERFLY g MINIMUM THICKNESS OF 2 I NNCHES. P�PO� �� �I N VALVE AND VALVE BOX PER 1 EA a Q9 INSTALL BROOKS PRODUCTS INC. 12" X 12" CATCH BASIN (1212 CB) PE MANUFACTURERS SPECIFICATIONS F I CAT I ONS NOTICE TO T�/E CQHTRA�;T�R ' WITH STEEL BOLT DOWN TRAFFIC GRATE - HEIGHT PER PLAN 12 EA 30 INSTALL 6" PVC ASTM D3034, SDR 35 PIPE 4 LF 1 PLAN N 1 N A ■ ©E■ION ■ C o N 8TR U CTI O N Tl AREA PER LANDSCAPE PLANS - - 31 INSTALL 6" PVC PERFORATED ENDCAP THE EX I ST'ENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR 10 PIPE AT OUTLET SHALL BE CUT TO BE FLUSH WITH FACE OF WALL EA 1 EA STRUCTURES SHOWN ON TM{SE Pt,� ARE OBTA I NED BY A NON-TURF AREA PER 16 SEARCH OF THE W AVAILABLE RECORDS. APPROVAL OF THIS PLAN BY THE CITY OF TEMECULA, a LANDSCAPE PLANS - - 11 INSTALL ACO 4" 'CHANNEL SLOPE' K-1005 SERIES TRENCH DRAIN WITH 415 LF EASTERN MUNICIPAL MATER DISTRICT OR RANCHO CALIFORNIA WATER Y 27S6S Y�ROAD, SU TE 400 ACO 411 PERFORATED STEEL GRATE of DISTRICT DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR < O_ TL�MECULA,cALFa�nMMA 92 4679 DR L "'�w 12 INSTALL 4" TRENCH DRAIN CONNECTION TO 4" PVC DRAIN PIPE 4 EA COMPLETENESS OR THE EXISTENCE OR NON-EXISTENCE OF ANY W C EN S U LT I N[3 �.Q7�6.e042 * FAX 909.676.7240 ■ www.FBF.cam UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE � 15 INSTALL 24" HPE PIPE (ADS OR EQUIVALENT) 1 p3 LF CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAUT I OVARY MEANS To � RIDGELIKE •rR�Rr-� v PROTECT THE UTILITY LINES NOT OF RECORD OR SHOWN ON THIS PLAN. ? CONSTAUCTM RECM DATE BY REVOONS DATE BENCH MAW SCALE �I E s s 1 DEsrc�NED BY DRAWN BY C E-CKED BY CITY OF Tof °RA"""° "°AMETER ALUM � CW, EL RLS, EL, CW, JE, MAD MCH 'RECO��IuIENDED BY: DATE: .• C;j � CONTRACTOR 3CONCRETEICURB STAMPENUM RIVERSIDE FLUSH IN HORIZONTAL 4��`,,` '�w G. yf e� 0 � � PLA PREP RED R THE SUPERVISION OF o COUNTY BENCH MARK T-46-81 RESET 1997" � � ACCEPTED BY: DATE: /,-a 3EASTERLY of THE CENTERLINE of SR-79 AT AS NOTED w Nb.dNARVESTON TRACT 29639.1 g INSPECTOR THE SOUTHEASTERLY CORNER OF THE BRIDGE _ 9/30/08 'b DATE: - RONALD J. PARKS = LOTS 13 14 16 8 17 - LAKE PARK OVER SANTA GERTRUDES CREEK; 4.5' MATTHEW C. HICKS DEPUTY DIRECTOR OF PULL I C WORKS CONCRETENORTHERLYOF THE SIDEWALK. SOUTHERLY SIDE of THE VERTICAL sr'l c I v i �! oel DATE COMPLETED _ J :: = HARVESTON TRACT NO ELEVATION - 1097.163' N/A F OF C kxi R.C.E. NO. 63494 EXPIRES: . 9-30-06 R.C.E. NO. 19744 EXP I RES, 930-05 �f TME a 29639 1 SHEET OF 9 L0052. .. //'1CONSTRUCT PAVING PER LANDSCAPE PLAN SPECIFICATIONS 4 0 CONSTRUCT CONCRETE SIDEWALK PER LANDSCAPE PLAN SPECIFICATIONS (WIDTH PER PLAN) .............. ------------ ........... INSTALL 4m PVC SCH. 40 PIPE. --------- a -- , -"or MEW ............... ........ k1w-);;wm� INSTALL So FRENCH DRAIN PER DETAIL THIS SHEET. 0�- 77 0 4 (D INSTALL 12"02" NDS 01200/1216 CATCH BASIN W/ GRATE (TYPE PER PLAN) F 0111 NNI 7 0,> O INSTALL DRY WELL (SEE DETAIL ON SHEET 4) 0 IL-Li < -c- INSTALL BROOKS TS INC. 120 X 120 CATCH BASIN (1212 CB) ................. WITH STEEL BOLT DOWN TRAFFIC GRATE - HEIGHT PER PLAN. ............ VERSIQg __ _... _ . ' CONTROL PLANS, APPROVED 5/2/02 '\HARVEST �1m-CIPP PER RI RIVE 70 10 PIPE AT OUTLET LL USH WITH FACE OF WALL. PROJECT NO. 7-0-0062 DRAWING NO. 7-34§ 60 RW)- 11 INSTALL 40 HDPE PIPE (ADS OR EQUIV EN c 7 12" Sr- 7�) 2 40 6 12 INSTALL NDS #923PS 40 SQUARE BRASS GRATE W/STYRENE ADAPTOR 60 CONCRETE COLLAR PER DETAIL ON THIS SHEET. 17 INSTALL TYPICAL PVC CROSS, TEE, BEND, OR FITTING - SIZE AND TYPE PER PLAN J `* \ 0.50% ,NN cp 10 xk i INSTALL 1 1/2- PVC WEEPHOLES D4KLIGH CURB PER DETAIL THIS SHEET. 1�01 -020 N 0.50% INSTALL 41' PVC 22.5* BEND 7-1 4 4' VARIES /W 2' MAINTENANCE PATH -sup- ----------- -7 EX St �EX ST. EXIST. S/W .5 D(IST. -r / lot 2% • 2 YAC ST. LIGHT (TYP) ANT VARIO 7 es 70 EXIST. 77� ,OF R/11, BACK OF WALK �` / 110 PER HARVESTON MEANDERING 2%1 AND LIMITS OF CONSTRUCTION DR. S PLAN WALK 6.30 Fs 12 C -4 le sk ------------ *k-f, 6.30 FS 10 /\//\//\//\//\//\ , cp UD L MOW S IP PER UR50-77 F. 0 0: '� 11 \ \ \\ \ \ \ \ \ \ \ \ \ \ N A PLANS LAKE WATER N,/ X 12 SURFACE \X,\\ X y x .0% , 1.0% x �/Y/)�x / 4 \N�/ \M, . .......... N, N. 40 LAKE WALL PER FUTURE TR 30559 TURF � ' - I /' SEPARATE PERMIT SWALE CENTERL I NWE 00.5 1. FL PER PLAN z I SL .30 FS ' ' ' FG 70 .6 -Q 2 SECTION A-A cn 3 Now 6!36 -cD - 116-20/ - fC-Le 307"M 0 SW EDGE SW EDGE • LF 0 6.90 "N S NOW 7m 7 0 %mow- r • J. M�SH CL LANDSCAPE PLAW PER, LANOSCAP� PFANS 11-0 • 1.0s LAK- ffmmx1s--p-10 Z r - - ' 'S •• [� / ENTIRE LENGTH OF NORTHERN A-" --LAKE EDGE CURB 14, 5.20 Fi., 0 17 10 45 AWND SECTION B-B TRASH RECEPTACLE 10 3 N.T.S. tlO5.20 FL PER LANDSCAPE PLANS %\ 7 do, LO 09.5 9 FG 10 110 25 FL SW SWAIrE A-70 GROUND SURFACE 2* MIN &E % I& .0 9j 9 5 .2 :98 0, 5 7 0 TCH BA IN 0 MOW STRIP PER W xNDS 12' 1211 GRArE 7,� W�LL LANDSCAPE PLANS 1 OM9 TG 8 106.80 T UNDIS MIRAFI 140 FILTER FABRIC 1 07. FL 1105-29 FL �,\ EARTH W/ 60 MIN. OVERLAP 4n 60 PERFORATED PIK VARIES C LLJ (PVC SCH. 80) LAME 3 as DIA. PERFORATIONS + A� 4 O.C. FACING DOWN LAKE W PO > '7771 1 .0 W.S. ELEV. 1105.00 4- SEPARATE 1 .6 F B900 1 1095.00 109 ti TW - 1106. T •1> TRACT 29539 a AGGREGATE (3/80 3/40 12 l o. ,�. LOT 12 0 4- 70 V 9j FRENCH DRAIN DETAIL 11J t ! +� N.T.S. 64 70 9 % d CURB LAKE WALL PER 9 SEPARATE PLAN CURB LAKE WALL PER ___ _- '•. --- __ (1106.50 TC)I � SEPARATE PLAN 01 0 Ow te 1 111*2) PA= PER L.S. • PLAN HIGH POINT 1106.00 F.L. 0 Low POINT(TYP.) .07'1 6 3.1019 10.0, O.C.) PAVER PER L.S. PLAN ' �� ' A ST 55 0 E Z1 IRDJI 7 - 1105.90 -ANS (TYP .03 40 1 Oa% A FL--OUTLET 5? 1-1/2" PVC 1106-05 REGI / G - � w C? r WEEPHOLES FS-HP --\-709 2 •0 10.0 O.C. 1106.QQ. 0 10% GRADE (TYPICAL) FS-LP WALL l ' > ci 7 A 2 1%4 1 06.30 FL' .5 N CURB WEEPHOLE DETAIL I r ' - �" N.T.S. v- I WET 3 All 4- 11.10 8 lio .60 TG 1109 11 .39 FL .9 40 70 0 8.93 FS VARIES 4t) INIMM 20 THICK T- k.1\ C COLLAR MATCH LINE SEE SHEET NO . 3 , VARIES \\\ \\/\\� 40 BRASS GRA ,yl u- ,X/X/ X t TQ ri ry 4N - /N. PER PLAN- /X� \/\/\/\/\/\/\/ IND GRADED SWALL---..- A .-gRADED SWALE TC (2.0%) VARIES PER PLAN PER PLAN A A PER PLAN 4: 1 //�\� PLANNING N DIESION 0 CONOTRUCTION SWALE CENTERLINE �--�QQUAR IQ MATCH FL PER PLAN EXISTING 4 PROPOSED FG PER FLAN EXISTING GROUND %4 S'DEOALK SO. SECTION AA-AA 27M YWZ ROA0, SXM 400 BRASS GRATE W/65 N.T.S. TBAECLLA,CALFOFMA 92WI-N-M 20 0 20 40 60 9M.M.8042 s FAX 909.676.7240 • www.FABF.com SECTION E-E CONCRETE COLLAR CONSULTING LD03-208GR GRAPHIC SCALE N.T.S. LD03-MIGR CONSTRUCTION RECORD DATE BY DATE ACC`D BENCH MARK fEss1#* DESnNED BY DRAWN BY CHECKED BY CMWM NO. SCALE CW, EL RLS, EL, CW, JE, MAD MCH RECOMMENDED BY: DATE:__DATE: 0/49/,N-9 CITY OF TEMECULA ARTNEW OF PLIEW 8/03 MCH ACED TRENCH DRAIN WITH AREA DRAINS h3 -7/ CONTRACTOR HORIZONTAL P D UNDER THE SUPERVISION OF do ACCEPTED BY: DATE: -?Zip 3 HARVESTON TRACT 29639a1 C.D 8 AS NOTED w No.63494 cw- -va DATE: RONALD J. PARKS LOTS 13914,16 & 17 - LAKE PARK in INSPECTOR SEE PAGE 1 41 Up. 9/30/06 IV, 0 - DEPUTY DIRECTOR OF PUBLIC WORKS VERTICAL cr MATTHEW C. H'ICKt cl I • DATE COMPLETED R.C.E. NO. 63494 EXPIRES: 9-30-06 R.C.E. NO. 19744 EXP I RES: 9-30-05 PRECISE GRADING PLAN N/A SHEET 2 OF 9 T SFIA BE CUT T BE FL AL 8: 15 CONCRETE L LXJLLAK MK DETAIL A 0�e .So MATCH LINE - SEESHEETe.93 9.n FS NCI . 2 � � � T� +Nrrrr� y + ■r - rrairrrs r .rr, +.rrrri - ter, r ri rrrrr r N--■tri �� T�� FS FS Tw 8'27 1R�IF 1 CONSTRUCT PAVING PER LANDSCAPE PLAN SPECIFICATIONS ' N TYP. _ I FS 11� Q `�° Q CONSTRUCT CONCRETE SIDEWALK PER LANDSCAPE PLAN SPECIFICATIONS (WIDTH PER PLAN) I I Fs At 5 INSTALL 4" PVC SCH. 40 PIPE. Z I O I . -> 1'1 �� 9 47 6 INSTALL 6" FRENCH DRA I N Q PER DETAIL ON SHEET 2. lig i -� - - _ � . � rpy'-�'• ' �-- p •� � 12.4 O7 INSTALL 12%12- NDS 01200/1216 CATCH BASIN W/ GRATE (TYPE PER PLAN) 33 07. - c~n _____-_- AR E� FG �8 INSTALL DRY WELL (SEE DETAIL ON SHEET 4) 1 I Z I •� t _ 1 , I1 o 1 *MIN. 07.51'" ' �. 'J' �9 INSTALL BROOKS PRODUCTS INC. 12" X 12" CATCH BASIN (1212 CB) I ' ' ; . •-, 1 WITH STEEL BOLT DOWN TRAFFIC GRATE - HEIGHT PER PLAN. - ' I I LO 0 FS - -r - d4 CIPP PER RIVERSIDE COMITY 11 I 1 - � �h _ o 0 LO ch / -�• 10 PIPE AT OUTLET SHALL BE CUT TO BE FLUSH WITH FACE OF WALL. FLOOD CONTROL PLANS, APPROVED 5/2/02 - ti "" "" © 6 ; -'-' SW • C I' I . � @) INSTALL 6 PRA PROJECT N0. 7-0-0062. DPAWING NO 7-348 I ` 1.5% IN. TT PUSH-ON JOINT BURIED SERVICE X. \Q 7.89 BUTTFERFLY VALVE AND VALVE BOX PER MANUFACTURERS SPECIFICATIONS 11 I - ------ - - 1 •5 Q I I I •4 y I FS�GB INSTALL 6 PVC ASTM D3034 �, m ^ O SDR 35 PIPE 1 1 1 1 1 I . � -�' �, - • y ' I C T IN Q9 0 • � � �� , N 1 I 1 .84 y 6 31 INSTALL PVC PERFORATED ENDCAP 12_D � r. 7 I i' S• CD 2423E ��0 PI CN A �% _F 108. m 7.0' VARIES 5.0' 11.0' I I m I __ 29 30 9 LANDSCA PLANS 3 ; BENCH 1 F 3. 8 'F S • 5 - 4 , ti ao s 2 1105..00 Fly '� 0.5' 1.0 10.0' S/W I I • 1 2" 06. E.G. (TYP.) 0W�OUTLET DRAINAGE 6 27 89 L • .1 1 -.�� 5 - LINE PER C STORM DRAIN PLANS $ T 1 I 1 2 D1MGC,- NO�7 4 8 2" 1 BSI U 7 2.0% L 13� 1 10 .40 T _ T 1 ATE �. �F. I1 1- ---- -- •- I f w 1105.45 F 110 •32 S.D. E S NT I r� _ 1.0% L;J(E I -- O b 10 I I �-. - ° 1 .30 FL 9 r I I I TYP. ti, ti h F • k v 2 -�,7 1111 39 TG I, 1109.89 F ' _ - ° _� H-1 50 1 10 s ; y � � - C 1 ' 4 .6 LF O• .21 �� t 5t2,3521LF ° -�-,o • , % N.T.S. �O - -- F -Lf' .• INS , o ; 110 8 � h/• ' 4-71, I I , - 110.5: e 7 9-. FLrTURE 29fi3 � �° � 24" MIN • 25 DEVELo MENT I I ' f 1013 0' 1105" L �'- • �� � . -�',7 T'rP' C CT EXIST. gZ HN► 09 ---_-_-- GROUND �X1 I E S EET 1 7' 11.e II N7T �' - G w �' _ TR. 29639-' 1 • '' ' ( - r 10.23 ` .,96 5 / LAKE - i' aP - . - 7 12.6 II � _ �: - � �; � � � � re 12 TC I f,�''?" ;y W.S. ELEV r 1105.00 ,,,, A r I r / 80T, 1095.00 w I � � ,r ,; � `+�- 9.41 . "/o, -- ---------- ___ _ 1 o`no I - - - , 0' / 14.05 FSB N.T.S. `n 1 ( c04 �� '/ �` JOIN EXIST. LAKE W, ti SEPARATE IT +y TW 1106.00 TYP.,) 2 13.99 TIC 0 Q0 I I z I I � � � � • -.- J u l 1 12. 1 - 709 r r �ti S - 1 _ ----- MI I �S -� / / - 13.62 " P I 13 TC-WC 2. o S F � . .- _ 9 L 2. 54 S �TH BENCHES p , • • r 1 I I S L A A I ECT S PLANS .36 '� / II _.. F F -H 1 fit" • � ' I � 709 • - E / r 1 II 1 E 24. 8L • 1 0 12.93 -- F / ALL -�-' 1 .3 ) I I 8 , .7o F I 1 •� '{ � `� '`� 110 .54 I X 2 SIN 09 90 21 1 r e 10 1 2 13•' �. 1105.3 L it ) 13hh h 1 1 ' 4 1 TC 11 1 N• F r • r h i A 7 BENCH ' U . , r • `h a 5 2s.o •:0.9 Fs I R �-- r r I • • J, O r '4 SHALE I h \ F , 1.5% MIN 5.0' F • ;1 .6 1 1 IIf 1 c� 1 2 X 12 CATCH BACTI I � I `-- - __ - - - - � h,+�'�,"�, p �� � ,.1 n g \ I 1 1111.7 TG 1110.2 FL IIU I 11 - ,, -� 1 H 1 I - f N73 s'17 993 1 II i 70.- LF 8.1 % fi '9 g' r' O 1111.10 - 1 �I I - - .-• '� � ,1108.6 TGA C5 110. P 1 \ h.1105. 1 0 -• • ; INT •-- 1 h F \ 1105. FL 10 -�- � - y 0.98 D9 �+ 13.0 J ` - I i II 15.63 LF • 1.30% f.- 12.23 T GL � .�MATCH LINE -- SEESHEET NO . 4 FS-GB \ \ p PLANNING ■ ©[SIGN ■ CONSTRUCTION a 20 0 20 40 60 275661r'NIEZ ROAD,SUITE 4�f0 ■ ■ ■ CALFOFHA 92591-4679 a CONSULTING 9a9.67b.s042 • FAx 909.678.7240 ■ wwrlr.FiBF.cvm GRAPHIC SCALE CONSnXICTM LD03,-a81GR RECORD DATE BY F�VISIONS DATE BENCH MARK �� ��p F E S S jp�� DESIGNED BY DRAWN BY CHECKED BY DRAWR�K3 NO. � 5/03 MCH ADD WALKWAY CONNECTION p CW, EL RLS, EL, CW JE MAD MCH ~' ��� RECOMMENDED BY: DATE: CITY OF TrMol CONTRACTOR HORIZONTAL ,`'��� �� w C tir `��, ANS PREP �. � � D 11I►1DER THE SUPERVISION S I ON OF � AS NOTED W No.41304ACCEPTED BY: DATE: 3 t,03 HARVESTON TRACT 29639-1 g INSPECTOR SEE PAGE 1 °� , W/30%d DATE: _ loot •0� - RONALD J. PARKS LOTS 13,14916 & 17 - LAKE PARK f C- ` MATTHEW C. HICKS DEPUTY DIRECTOR OF PL43L I C WORKS DATE COMPLETED VERTICAL ' - I N/A lF or C A`��0 R.C.E. NO. 63494 EXP I RES: 9-30-0' R.C.E. NO. 19744 EXP I RES: 9-30-05 fes;===--vea= Cam' AD1111Qi PLAN o �..,� SHrET 3 Of 9 1 .71 , .23 TC Fs MATCH LINE SEE SHEET NO . 3 .00 10.12 13. �.,. � r.. . ..� .,.... TV FS-B TC SW - - -F2'. L AL 12.�2 rrSW ' - - _ - 5' F�• / TC I Al rSO lrr r 0' 1109. PAD •� ! � r ,FS 7 PIQdI 1 �- `� TRA' 2,99129- LANDS/ 2 r APE _ - • �- , �r TYPIC �. 299 1 p � T. L I GH � TI � ---- o\� aV 7Q -, o 9� P74 \ -GB / � r � - s 1•� � 1 \ N i 4-7 1 09.1 F5 �• o \ 9.17 Q 1108.50 P 06 FS F Ll / / r 1 06 G .08 FG-f OB. FS DT 1.3 � 09 0 C) FG - .50' ,r \ 08 FG-GB 2 / "X12 BASIN - 11 .64 FS-08 40 9 1106 50 FG 2a F v 1109 .50, '� LAKE 6.30 G _ - 106: AD TW 1 FFG - �t , W.l`10 1105.00 _ DRY ' !�►�' / / � � FS .- 5 12.36 1095.00 8 1107. T - 0 �P TC 1105. F � - -- 12 09 E -- 01' FUTURE / / / / 6 co N� TRACT 30659 � " ALE • Nd0 I jN 5 10 1 05 _ .5' F SW q� /3. 64.03 6. F SW N 29027 0.50% TYP 3 LF 5 - 0. � i 111 5 2 10 9� • f J N29• X27 E �� - . -�-- J / i / �•• 5 5. LF • !4 x 06 FS 70 _ F• .1 FS 4" �INIMUM 5% A / i/17 45 & 4 X Nb . ICAL AL B / 1105 INV .0 106. 0 T 8 A I - 27" - • _ w- 1 05 7 L 5 1. L .4. -� r' 6.20 �► 09 / 1..441 / 1 ' 1•.�0 FL k FS 43.45 • .50x 5 '2 ' #,001 0+00.00 W•Ly/ i •11 �. � / T / 2+75.40 E'�Y / 120X1 TCH BAS BEGIN DRAIN , ii' / 9�` (BOTH D I RECT I ON5 ' 3 W 1 11 GRAT 7 1108 T 11 1107.96 I NV-HP (K 100§-2) �" "" 11 Q5%..64,.,F -- ' %1'9�' ~'� f ,� • +70 4-70 91 -917 �f • � - p5 •2 N00.03 7 , �' /' ,� � •� � ,5 5.18E - $•. 0" HI AT WALL . 1 ,,, j CN I q AREA �� �i PES LANDSCAPE PLANS r ; -- --� �' a. �r0 ON Nu4AINOTE 9 L OO`� , / 0Fs-3 70 1095t 4 O1 CONSTRUCT PAVING PER LANDSCAPE PLAN SPEC I F I CAT I ONS 1106. S / / .� � `� � � NT f 1 Ste' � 2 CONSTRUCT CONCRETE SIDEWALK PER LANDSCAPE PLAN SPECIFICATIONS(WIDTH PER PLAN) 11. � "1108.46 F5 TYP IRE EDGE YP Q T I NS I BO _ WALL T l',p �/,b 1108.43 SSB f,� • • 6S 1 5 INSTALL 4" PVC SCH. 40 PIPE / �► \ / 7.76 8.44 10 Wo um Q& i 8.43 8. 2 .10 ' """� �" �`"""` �" '""'� i �" r`� ��""" �" "' "' �� O6 I NSTALL 6" FRENCH DRA I N PER DETA I L ON SHEET 2 FL FS � 8.46 FS ��. A N FS FSP es42 FS Qs� MATCH 11 4 L ax $ LINE SEE SHEET NO , 5 7 INSTALL 12"x12" NDS #1200/1216 CATCH BASIN W/ GRATE (TYPE PER PLAN FG $. BOARDWALK PAVING $• PER LANDSCAPE PLANS .�► INSTALL DRY WELL (SEE DETAIL SHOWN HEREON) INSTALL BROOKS PRODUCTS INC. 12" X 12" CATCH BASIN (1212 CB) RADIUS POINT WITH STEEL BOLT DOWN TRAFFIC GRATE - HEIGHT PER PLAN 4" DS #7AATRIUM GRATEPLS (TURFA S)AREAS) 10 PIPE AT OUTLET SHALL BE CUT TO BE FLUSH WITH FACE OF WALL TG PER PLAN 11 INSTALL ACO 4" 'CHANNEL SLOPE' K-100S SERIES TRENCH DRAIN (K100S-1 THRU K100S-30 AS NOTED ON PLAN) WITH ACO 411 PERFORATED STEEL GRATE AROUND OUTSIDE EDGE OF WALK SURROUNDING TOT LOT. CONSTRUCT MINIMUM 4" CONCRETE LIP AT OUTER EDGE OF PROPOSED SURFACE DRAIN ADJACENT TO LANDSCAPE AREAS E 4" PVC SC EMILE 40 RISER a FrIGHT VARIES PM PL N AS24 'FLOW-WELL" STORM WATER LEACHING SYSTEM (FM1) 17 INSTALL TYPICAL PVC CROSS, TEE, BEND OR FITTING - SIZE AND TYPE PER PLAN A(R#FWFF67 7' X 2' NONHWOVEN FILTER FABRIC WRAP INSTALLED FILTER FABrttIC WRAP MANUFACTURERS SPECIFICATIONS do in 6'x4' PVC REDUCER FL PER PLAN o WHEN REQUIRED LANE WALL PVC PIPE OVERFLOW TYPE PER PLAN SIZE t TYPE PER PLAN �� PIPE TO BE CUT FLUSH WITH WALL FACE FL PER PLAN WATER SURFACE 0 VARIES (0.2' MIN) NATION 1106.00 � 12* a 91, OD 4' PVC SCH. 40 PIPE PLANNINA ■ DElill�N ■ CONliTRLlCTION WATER PERCOLATES PER PLAN W INTO a SE 9 2'7566 YNEZ ROAD, 9UATE 400 12" GRASS AVEL ENCASEMENT 20 0 20 40 60 CALEOFHA 92%1--4679 (ALL S I DES TYP) W CONSULTING 909.6T6.a042 ■ FAX 909.6767240 • www.RBF.corn Y DRYWELL DETAIL GRAPH I C SCALE N.T.S. z 0 CONSTRUCTION RECORD DATE BY REWSKM DATE ACCD BENCH MAPA( SCALE �p E S S Jp DESK3NED BY DRAWN BY CHECKED BY �wm NQ C �'�le CW, EL RLS, EL, CW, JE, MAD MCH lel RECOMMENDED BY: DATE: 3'�� 43 C QTY OF T ��� OF � CONTRACTOR HORIZONTAL ,�� �� of `tea, PLANS PARE UNDER THE SUPERVISION OFco � ACCEPTED . 3 INSPECTOR AS NOTED a Nb.63494 �- - CE TED BY. DATE. - MARVESTOH TRACT 29639-1 SEE PAGE 1 g � �. 9�,o/�oa DATE. _ t is O� RONALD J. PARKS LOTS 13,14,16 � 17 - LAKE PARK MATTHEW C. HICKS DEPUTY DIRECTOR OF PUBLIC WORKS DATE COMPLETED VERTICAL Jt'j L' N/A f OF C E� R.C.E. NO. 63494 EXP I RES: 9-30-06 R.C.E. NO. 19744 EXP I RES: 9-30-05 - PRECISE GRADING PLAN SHEET 4 OF 9av 1.x03- 0 8 1 61Z 1106.00 F5 00010 dp 0000 25.31 LF • 0.6x 11-21 7.75 .44 5.96 TREN H DRA I1y (1105.50 TW) MATCH L I NE SEE SHEET NO . 4 0000 - ' / ` rlr� • h 1 0 ` ,�.,■.. � � i ...1 ■ . .rMrr.. i wrrri "w. i �� �� 2 5 105.2 c �- / - /� 2.69 LF • 74n\__�1+63-75 � / • • F '45' 1 - 1 17.1 -L" 0 J N 43 END DRA N s s-'• ' F$ ._.- ' '°9s 31 TO DRAIN 107.41 INV LP K 1 30J 6 NW w S --- 106.31 INV(4"TEE) 2 97.99 DRY. 1108.34 TG-LP ----- -- •� 7 O - N-• 9� , ' � 2 8'67 1108.08 FS ENTIRE EDGE TYP � .. � �- !� r �, r� � (R I M=111/3.7) ��,, ,��■ / FS 11 Ofi.07 I NN � •O• � �� 1108.43 FS-GB o ENTIRE EDGE TYP 120X 12" CATCH BAS N / 0) / 9 TRENCH AIN N 1 / _ �` 110 '.13 TG / ' r o S 48.4 i 045 02 E 1106.13 FL � / k 45.83 LF • 0. 5 1.00' LIMY OF ADING /� �,• 1 "�"` / �� 1 .13 •%' FS , �. S h O+BS.17 END DRAIN Q ,� - S 1107.41 INV K 100S-29 .ly• .46 F 5.48'19"E 106.31 INV-LP(4"ELBOW) 12 '� 1 .33 LF 1.COX 5 F f ,�Q` .�. -A- 71' % !0+88 17 BEGIN FV INS 70 1 _DRAIN EASTERLY 11 , �.,� / co 7 7 / / ---�--- •Q i0�j97 'IN � 1005 0 r f LAKE PAD: A.S�. ELEV � � . ti� . .^,,: � � �" ao� ' 1105.00 I / o'� �. t ; , . Q 1 TO VAR I SLOPE FS BOT. 1095.00 � � ° �.- 8•;4 � � •TRANS I T I ON-' �� - i�.�Q,- �0 07.9 11 ! S o FS Z_7% I co _ �o 00 TR. 29639- LOT 14 � Z: 1 TO 4: 1 MAX. (1116 �� 0 f . � A J�`� ,�h � -. 177 G�"�0� •F - - INIALIM 29 FLAT S2 g2 Y I CAL ALONG A 2 =.- • . W E F11"E 29539 LAKE HALL PER 7Q I w DET- ARATE PERM `9 X r N38 64 •�,� � .� `,�,2 17.0 20" HIGH SEAT WALL Q AT REAR OF PICNIC AREA 'i, FS a• ;- +r ro2.3 PER LANDSCAPE PLANS W 1108 FS W � TS ,>> !LIMITS OF WORK Vc� --LINE �~c�: ;". • . 11 T . 11 9 FL I LAKE10 I l--1 7R. 29639-2 1 o FL�� LOT 12 a: 76� 0 op .` 3.1 w �� 1 5 LF 71171 7.71 . . I 16.0 7. 70 sl - 78 1/7 T 120X12" CATCH BASIN �� (' 1107.30 TG - 1105.80 FL H-1.50' S '"' Ab LOT 14 . � �►,-- . 2 tik 7R. 29639-1 �. ,/ r L07 15 .01 2: 1 OPE - GRADING L IMI TS - 5.92 END TION E o FUTURE SI ALK -�-� .- NSTRi OM NOTE: TS'' EXTENSION 7 v� 0 a1 CONSTRUCT PAVING PER LANDSCAPE PLAN SPECIFICATIONS Q CONSTRUCT CONCRETE SIDEWALK PER LANDSCAPE PLAN SPECIFICATIONS (WIDTH PER PLAN) TS PER TS PER PLAN PLAN TS PER VARIES O INSTALL 4" PVC SCH. 40 PIPE t�;; • PLAN 2.0 VARIES 11 -17 " 2.0 -, 2.0 VARIES r 1.1 a6 INSTALL 6 FRENCH DRAIN PER DETAIL ON SHEET 2 � 3 10 S/W 1' VARIES _=2% 10,-16, S/w a INSTALL 12"x 12" NDS 01200/ 1216 CATCH BASIN W/ GRATE (TYPE PER PLAN) o 2.0' ---� -- PER 2 _ TG PER INSTALL DRY WELL (SEE DETAIL ON SHEET 4) 0 PLAN s- 1 '� PLAN a. 1 %�4< ,�. '1Rj T' - �9 INSTALL BROOKS PRODUCTS INC. 12" X 12" CATCH BASIN (1212 CB) OD _A 7� 1.09 WITH STEEL BOLT DOWN TRAFFIC GRATE - HEIGHT PER PLAN. raw N N N o ■ o E■r O N ■ C o N STR u CTI o N EXIST• 2. 1 SLOPE � - � EX I ST. 2: 1 SLOPE 1 O PIPE AT OUTLET SHALL BE CUT TO BE FLUSH WITH FACE OF WALL. TRIM EXISTING SLOPE w ac INSTALL ACO 40 'CHANNEL SLOPE' K-1005 SERIES TRENCH DRAIN (K100S-1 THRU K100S-30 a �``-'"•i-------'t--__--t_ AS NOTED ON PLAN) WITH ACO 411 PERFORATED STEEL GRATE AROUND OUTSIDE EDGE OF _ - - -``t-�--- WALK SURROUND I NG TOT LOT. CONSTRUCT MINIMUM 4" CONCRETE LIP AT OUTER EDGE OF 20 0 20 40 60 Y ■ 27588 YNEZ ROAD, SUrM 400 --*-- MIN. DRAIN ADJACENT To LANDSCAPE AREAS CAL.N"aRMA 92581-4679 SECTION E-E SECTION G-G SECTION H-H INSTALL 4" PVC TRENCH BOTTOM OUTLET CONNECTION TO 4" PVC DRAIN PIPE Y CONSULTING 90WAN.8042 ■ FAX 909.6767240 ■ www.RBF.corn 12 (INVERT SHOWN FOR DRAIN PIPE COPNNECT I ON, TYPE PER PLAN) GRAPH I C SCALE J N.T.S. N.T.S. N.T.S. �• cti z 0 CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MAW SCALE to v E S S 1 d DESN3NED BY DRAWN BY CHECKED BY MAV04G NQ � �p w C. �� CW, EL RLS, EL, CW, JE, MAD MCH RECOMMENDED BY: DATE: •? /� CITY OF Tof PLEW CONTRACTOR HORIZONTAL ,``�� �� /yf `^Q, PLANS PREP A D R THE SUPERVISION OF ARVES I ON TRACT �3J-1 W .63494 9 0. ACCEPTED BY: DATE: o INSPECTOR SEE PAGE 1 AS NOTED _ RONALD J. PARKS = LOTS 13914,16 & 17 - LAKE PARK5 U, � Exp. •/�o/aa DATE: __.._..�- _��' !�� VERTICAL Jl, / ` �`� MATTHEW C. HICKS DEPUTY DIRECTOR OF PURI_I C WORKS - q DATE COMPLETED �rF EDp R.C.E. NO. 63494 EXPIRES: 9-30-� ' -:---� �:::_:-� " PLAN ~ N/A OF C 1►�1 R.C.E.R.C.E. NO. 19744 EXP I RES: 9-30--05 frf PRECISE GRADING a SHEET 5 OF- 9 � 1,DO - 0 8 1 Grp. MATCH LINE SEE SHEET NO . 4 11 or.70 0-1 CD 4 IC df +r . r ,.% O / vTZAFMr • oma_ NOTE: J CONSTRUCT PAVING PER LANDSCAPE PLAN SPECIFICATIONS CONSTRUCT CONCRETE SIDEWALK PER LANDSCAPE PLAN SPECIFICATIONS (WIDTH PER PLAN) I NSTALL 4 PVC SCH. 40 P I PE 1I/ A IJ•5 •� L_ ; ?' 6 INSTALL 6 FRENCH DRAIN PER DETAIL ON SHEET 2� INSTALL 12»x12" NDS #1200/1216 CATCH BASIN W/ GRATE (TYPE PER PLAN) INST DRY� � � �, • 1 / / P ,� O ALL WELL (SEE DETAIL ON SHEET 4) / �4 O INSTALL BROOKS PRODUCTS INC. 12002"12 CATCH BASIN (1212 CB) + 10 1 WITH STEEL BOLT DOWN TRAFFIC GRATE - HEIGHT PER PLAN LAKE WALL 1 10 PIPE AT OUTLET SHALL BE CUT TO BE FLUSH WITH FACE OF HALL. SEPARATE IT 44 4 / 1 I - 10 / • -- -- ,, / 4 . • 11 � f I ST. S I WET d� IGHT • .P. 1 r .. p / �, , rr 01 U �I 1 ------ F ---- / Q02o'do l 0 o QQ TRACT 29929— .57 Au •uo .,J' •� rte- I 1 4 1106. 12 70 r%' F t.. g• ` 1,105.37' FL , M J ( floe 00 Tw �,, �a / ,� e, F• F j 9.09 +I d i Jf .77 y I A 10 P L� � 11'05. W.S. ELEV. 1105.00 P BOT, 1095.00 5 y- o. - I t � LF O� 2�9 2 ,, 2 I II 06 I / -X1CATQ1 ® 7 ^ NDS 1211 GRA I + 1 .'8 TG 05,.97 FL l 7L 2.89r cs d TYP FS f . 46 FS ------ .� .� b '44 r O I f� Y o ' J��!�f `9� '\ 7.65 . ' • 7. 3 � I I � �d S FSB• T LI Y -EAS x 1,05 R 0 r TLET,.i N ` �� 69 y CD _ l J 11 1O 110 .30 L, \ -- �,[ ;t Q - �.. luo 105 4 S.29 LF OAA o. . i j f N 0 _� g wE , 1 \ EXISTINre L tGHT -� I 1 / 6 � . - T RA� �9 s 3 9 � � � ! ! � �, � STANDARD ._...`�"` Kd r / \ o� , g a ` LOT ) ,. . • , `r ♦ • ' H`I\oo1 IM 00 -- -- 9 A d � 1 20 , I 4 CD c�-+ , Q - 12.1 Ft co 1 ( ` 4.00 Y- __ p L NE SEE SHEET NO . 7 1 4 O p a Qp h 1 OD MASS AV LANDSCAPE PLAN 2 rLANNiNf! ■ DElION ■ CONlTRUCTIQMI �ATCH T -- O ,, •I ',y 74 ( co 'uo 1 NE SEE.. T . 7 �; . LLJ . , ..w` t t . ... i...ww ....... .»i , .. .... � ....w. � .�...� � �.. t � I 4b �, 10 FS awl a Y ■ ■ ■ 2'7555 Y'PEZ ROAD,BUTTE 400 LAANDSCRAA1PEE PLAN 20 0 20 40 60 CALFORN�A 92591-467! C D N S U LT I N C3 909.VM.8O42 ■ FAX 909.676.7240 www.R9F.com Y GRAPHIC SCALE c� z o CONSTRUCTION RECORD DATE BY REVISIONS DATE ACCO BENCH MARK �� QRp F E S S 1 p� DESIGIIVED BY DRAWN BY CHECKED BY . / DRAWRrQ NQ � CW, EL RLS, EL, CW, JE, MAD MCH RECOMMENDED BY: DATE: •3L a CITY OF TEMECULACF �C. WOW CONTRACTOR HORIZONTAL ,�4 '�� of PLANS PREPARED R THE SUPERVISION OF ao m ACCEPTED BY: DATE. 3 UA VEff ON TRACT 29639-i g INSPECTOR SEE PAGE 1 AS NOTED No.63494 1 r _ &p. 6�� DATE: I 0 RONALD J. PARKS LOTS 13,14,16 & 17 - LAKE PARK MATT EW C. HICKS DEPUTY DIRECTOR OF PUBLIC WORKS DATE COMPLETED VERTICAL 'rr' Cl t�• ���! _ � N/A tF of C k X1 R.C.E. NO. 63494 EXPIRES: 9-30-06 R.C.E. NO. 19744 EXP I RES: 9-30-05 �°fr = eea== PRECISE GRADING PLAN o r�0 no SHEET s OF 9 i MATCH LINE SEE SHEET N0 . 6 reQNSTRUCTION MOTE- 2QCOMM= CONCRETE SIDEWALK PER LANDSCAPE PLAN S EC IF I CAT I ONS (WIDTH PER PLAM) ' I , 3 INSTALL 9"x9" NDS 0931 DEEP HOUSING SPIGOT ADAPTER W/NOS ON1 ATRIUM FS- I�-�I S � � � � � - -- - - ., i -- GRATE (DESS OTHERWISE NOTED) 11.12.E I 1 _ �)� - �S INSTALL 4" PVC SCH.40 PIPE co MATCH LINE �► _____ j��, �,cs, �7 INSTALL 12-x 12" NDS 01200/1216 CATCH BASIN A/ GRATE (TYPE PER PLAN) 1 1.2.7 fsl J d INSTALL DRY WELL (SEE DETAIL ON SHEET 4) �r �� r••.�t �s ` �w rr` �. �� �rrrr� �" ��rrr 1 ' 1� j h "4 11 .1 •.. -- ----- •S2 6 10 PIPE AT OUTLET SHALL BE CUT TO BE FLUSH WITH FACE WALL. FS 3 (PAD = 1113.3) 17 INSTALL TYPICAL PVC CFt055• TEE, BEND, OR FI TT ING - S I ZE AND TYPE PER PLAN '�','' ,. � 4 ° p FS d.' •� a STAIRWAY PER LANDSCAPE PLAN SPECIFICATIONS 4 1109. I It JQo •- 17 - �'I1 o r- r �. o o FS-GB TY_ (PAD = 1113.5) ,� �, s t .e4 "w �• TRACT 29929-- 1 / ! •FS IN ARATE PEkW T -1-_� - A> f'Ftif� •� cfl (PAD 1113.5) cs ` - 2 LAK • ---- a R --- 2.5' FROM N;1 ' 2 - l11.17 19 5 s --- -- (PAD � 1114.0) / \ 0. 7. AINING WALL 4 TRE. 1105.3 INV - --- PER TR. 299 -1 PRECISE -- GRADING PLAN q ° ``� 5 12� 27"E `' ' 3.31 LF • 0.50% . h h 8 DRK W -x N 12.54 -• FS-GB ° 19"1E 1106.60 TG 1105.38 FL. $ 12.72 FS-0 5 5 y LF • 0. 5 ' '•N7d'47'33"'W m 15) . ELEV. 1105.00 (11 �► / 1 p.15 L•�` • 0.50% BOT, 1095.00 \' •+- . 0 11 TG/1105.,5 0 10 O ES -1 0% 2 X 1 CATCH BAS I N W NDS11211 MATEO 'to COD 0 ¢x, FG f � >Q F 4 WF-1106. T CT 29639- 1 2 P 1105. - LOT 15 1 N ( OT A PA RT) 1 1 0% 7 G .FL a 15. 6 7 S ~--- _ - -_ F TRACT 29639- 1 07.10 FG OT 9 WA = PER - *F F-1 06.07 14 0073/4 LANDSCAi PADS 105.40 PER LANDSCAPE PLANS 32 P ]�C 1 7 3 0 .43 FL cd66 ss 1106.73 I N I SH GRADE ADMINT TO BLDG. IS � � � ABOVE FINISH FLOOR ELEVATION. O6 FS�LL -___-_ 4 .74 F��^n -_}- ---- � 2 X12- CATCH BASIN 7 \ CONTRACTOR TO VERIFY MINIMUM CLEAROS, TIM 3 2% � / X1211 GRATE PROV I DED BETWEEN WOOD/PLASTER --�- -- 11 .32 TO 1 f �O AND FINISH GRADE. MASONARY 10 L06. 5 1105.44 FL BLOCK WALLS TO WATER N1 '. 1''24" FS PROOFED PER ARCHITECTURAL . PLANS. X 5 29. 0. w " r I . � 5 10.3s LF •• o w o D 10 20.67• I 8 06.40 T 05.X35 no 2• --� + 5 N19"11' 4"E Z 1115. 5. • • 0, .75' 4 TEE 05 38 t TRANSITION N p 17 .0x- {y' r LA 5 1, .341 • .50% V 1� p 7L I _l 11 6 VARIES c , p j I F' vZE, 2 MAX 0 10 1 F - Y, 5 _� 12 X12 TCH IN P � p 7 MSX _ 119 1 '64 0 -�- _ w NDS 211 GRATE 4; 1 co 5 •9S 1106. TG PROPOSED SWALE(FL PER PLAN) OR q 12 x12 INLET WHERE NOTED(T.G. PER PLAN) 3 • 0. 1105.7 FL » » j 1 8 SIDEWALK 06-80 TG/05.45'FL cn 4., a 5 r �? 15.50 LF • 1.61 SECTION - F F -JL0* 11 p p 5 fes._- w _ _ - M- ._ N 19'11'X24"E 6 . J N.T.S. a a 109 �- 4 IvA _ .. i L O T W _. SE R LATERAL I � � --.....-.. .--- ----., •�...,.r. �,... ��'"� .. � """'w,r `"`- . --_.._- .... rye' S -{ 101 oo 77 0. VARIES MENEM* SIEMENS, ENE" fillJJ MATCH LINE SEE SHEET NO . 8 S�p,LE ^o, a 0 y�W �LANNINO ■ DEMON IN CON■TRUCTION N 20 0 20 40 so 27555 YNEZ ROAD, SUITE 400 At G G ■ CALJFOFHA 92591-4679 a GRAPHIC SCALE IL C a N S U LT 1 N G 909-ISM-SM * FAX 909.676.7240 • www.F�.cm a LD03-16oG LD03-081GR CONSTFRICTM RECORD DATE BY REVISIONS DATE BENCH MARKQ�p F E S S l o DESIGNED BY DRAWN BY O-ECKE:D BY « DRAWINIG NO. < 5/03 RBF ADD CONNECTIONS TO LOT 9. WIDEN 3/03 b �o C. CW, EL RLS, EL, CW, JE, MAD MCH RECOMMENDED BY: DATE: 3��' Q3 per OF p�� CITY QF TEMECULA � CONTRACTOR SIDEWALK TO 6' HORIZONTAL ,`�� �� yr ��, PLANS PREPARED R THE SUPERVISION OF r ACCEPTED BY: �3 INSPECTOR SEE PAGE 1 AS NOTED � No.63494 � -A Emon� DATE. MARVESTON TRACT 29639-1 g Exp. 9/3o/06 DATE: 1 "'03 RONALD J. PARKS LOTS 13914,16 & 17 - LAKE PARK 7 MATTHEW C. HICKS DEPUTY DIRECTOR OF PUBLIC WORKS DATE COMPLETED VERTICAL Jt11 C r X. �,�~! N/A or C A 0 R.C.E. NO. 63494 EXP I RES: 9-30-06 �r°r�r:=_== see: t R.C.E. No. 19744 EXPIRES: 9-3O-o5 PRECISE GRADING PLAN�.� � SHEET 7 OF 9 � °asp- 10 5 �, cp F'•••_a, J rte.►� •"_•;`.'"'--,.._, µ w r w ...,. _.-- W, MATI 10. TE. PERM 12.0 r N1 ... • � 1 4wX48 � 7.7 ` . .. ... -._. .� ^-_ ��.... - -::-. ':�;- E •00 .0.00 , TW TG� 5 50 TG 5.60 - .�Q 7. a .D. F"r:~.:� �■�7., �,.,,� AI�+ N �i •111.2 wE 5. S 1 }' .. y 7.59 FS92 7 6 � � QQ o IRAD. PT. 7.52 04 „, ': t: : ,,.. 04. . L• 6 - - - 5 r : S 00 u i .. _!.. 1 p »_ ,.a r. r�. , d :! w TG _ �- SEE LANDSCAPE PLAN 7.68 1 _....� r� ra r ,, s � c �" N 19 1. ;_-� a r I r. d � ' y 11 4 E 92 - 2. S FOR WALL LAYOUT • k + w 7.14 F5 r C h I I iI I r I i R TR. 29639 >-.. { a �. FS 7 74. .50 S J'BOUNDARY _ w , 1 �. �. n BOUI� Y I •r I x ,, I , I Lal j/ 12 Z 7.fi3 � Y �, • 00 1'W , ... .. n., /- _. I -Ge Tw __- 709 F5 ;.., ; L C;mll 7 3 FG . . _`. -•-_..... I III 7.110 FS _ S . v a d 1 31 -f� � 16.2e � ✓ , � r� 9.00 TW 7.t#�5 7.�� 10. �' �� 14,7 S (r y r - , _T- '_ T• F 11.06 12.00 1 4y' h 7.10 FS 7.09 9.00 TW T _ TW/FG - 12 00 TW 1 res Tw 7. Fs .3 FG FS -^ T �•P 11 26639, r • wk TG3sw L 9 ,Y ,,�.. - • HIQl TA PER P _��d ry $r J.I .� a �, �a. TW/FG-.+P _� .� _ o LIMITS OF QtADIN6 Q ,';. F.r•::. - 32 L4.0 PARA .1_ µ ... . .:A a 3 -_ 1 . _.. G' _.._ RATE PERM 1 A TOP OF wALt 03 T to r� 10.0 . . � � TOP wA i 1 1 -I r _......- -�.._ LOT BOUNDARY1101. , • - ..� - ._... _ ',.- . �- _._ ;.. "�.� -w 01 , - .... (TMP) 1 cp .hP .. ,�. 1 r _.. _--_........... - - ., •. PER TR. 29639-1 LOT 9 PREMSE GRADING PLAN w. .-. 1 .70 T - .. --,, •� .5% M I N. 2 .� sw 2 I 2 rv- F - -• •� 0 11 4w • - .... opl - _.. � 14 E T15 5610000 - • . ,--• FOR SidRM DRA cp a F , • 13 60 �.,. .o j• o. • J ' . f .�_ 1 f - -• J . - - LI,bIITS OF 114• - `'�_. • , TC / __....... . _ �• F _ �- • • _ f C 1 •� - - '8 - o DOMEST IC W1kT�R MET R _. - ,., ,k; �� _ ...,.. CLA I I MED WATER ..._.- f METER - . - - ... � � � 11161,. � - � _... TYP. - fir - 0-{5 01 r • - 11. 409:3 ' .._.-. -� EXIST. CURB � - . .� -�" ...... . gA � GUTTER -• ` �,-_• • ' IJ� N M ( Jf -.,. \ .✓',' rr' (1 r r� ..«"...-^' ..� FUTILE H•C• _ �-- r '� l w �Z " ...�.-: `..__...- _ •, ..., �� 7 -_- __.. ... s1 TR 29639 1 S - -,� ' - •.. .. ;., .. y.. .......... (1�• �'���' ` ` '<<' PER TR. 29639-1 ST. I IrP. r #4 PLAN 93 92 110 LO 0A IVILLAG � r.� allow 24 L PER TRACT 1 ,f w, • ,�• `'� DRAIN I PLANS, 5-20-02 sop MOM mow R/W _. 6 4 10 Q0 S/w FS � I r EX IST. TC PER AN ( 00 �, � N PER PLAN 01 "V/ I �k VISION BOUNDARYYl ISECTION 1-1 1 1` ` r•., r,r. I d I HARVESTONWAY o, o SCP . 1 .2 a ads r- i PLANNINN ■ 09916N ■ CONS'MUCTION N 0� TRUCTIN [11010 a �1 CONSTRUCT PAVING PER LArDSCAPE PLAN SPECIFICATIONS 20 0 20 40 60 27S6S YhEZ ROAD, SUITE 400 2 CONSTRUCT OONCRETE SIDEWALK PER LANDSCAPE PLAN SPECIFICATIONS (WIDTH PER PLAN) a CALNFOFIMA 92991-4679 CONSULTING 909.67�8.e042 FAX 909.x76.7240 ■ www.RBF.cam Q 32 CONSTRUCT STAIRWAY PER LANDSCAPE PLAN SPEC I F I CAT I ONlS GRAPHIC SCALE � LD03-1aoGR LD03-MIGR CONSTRUCTION RECORD DATE BY REVISIONS DATE BENCH MARK BCALE ��,IJ F C S S 1�N DESIG WD BY DRAWN BY CHECKED BY DRAWINf' Na RECOMMENDED BY- DATE: � r d3 CITY OF T � Oc �� �� 5/03 RBF 1 ADD STAIRWAY CONNECTION TO LOT go ''�� � O w C. y � � CW, EL RLS• EL, CW, JE, MAD MCH g CONTRACTOR MODIFY LIMITS OF WORK TO NEW LOT LINE HOR I ZONTAL ,`� � l a, ANS ARED UNDER THE SUPERVISION OF `�' ACCEPTED BY: DATE: 3 o HARVESTON TRACT X39-1 AS NOTED Lbi INSPECTOR SEE PAGE 1 p- ��� DATE: �'"01� RONALD J. PARKS LOTS 13914,16 & 17 ■ LAKE PARK • /� ATTHEW C. HICKS DEPUTY DIRECTOR OF PUBLIC WORKS - d. VERTICAL r w DATE COMPLETED 'lf 0 `1E�� R.C.E. NO. 63494 EXPIRES:RES: 9-30-06 R.C.E. NO. 19744 EXP I RES: 9-30-05 °f�'f a= PRECISE GRADING PLAN SHEET 8 OF 9 N A FCA �..,�. .0ff NOTES f 3 INSTALL 9"x9" NDS #931 DEEP NAUSING SPIGOT ADAPTER W/NDS VNI ATRIUM O GRATE (UNLESS OTHERWISE NOTED) _ �4 INSTALL 8" PVC ASTM D3034, SDR 36 PIPE MATCH LINE S SHEET 7 5 INSTALL 4" PVC SCH. 40 PIPE INSTALL BROOKS PRODUCTS INC. 12" X 12" CATCH BASIN(1212 CB) s. -- W.S. ELEV, 1105.00 ; WITH STEEL BOLT DOWN TRAFFIC GRATE - HEIGHT PER PLAN 3 5. S r i M a L r r 4.60 FL 3 3r Y + . .;-+ r ,� ' + r: di I .� �T• 1�` 5• 15 INSTALL 24" HDPE PIPE (ADS OR EQUIVALENT) 5.00 r 4.60 FL x r 460 FL 41 .: .3': 3 .QO TG' S.dO T�' _ �0' 16 HDPE TO RCP JOIN PER ADS SM. 602 / I r '.} f .60 FL 3 3 4.60 FL .,� ? -.r . � ::�:4 :` Ti ' 460 FL Y � ro , 4444 a '-- I 17 INSTALL TYPICAL PVC CROSS. TEE KENO OR F I TT I Nei - SIZE ! TYPE PER PLAN .. X4.4b.. I7J ` ��j; � e ]:y y - -. r f A -' *� m j:. �,�.�. 4.�1 4A i T w� �d � i.,i.,, � I :: J� 19 PVC T , ..T ": .-r . . ,:�;# 0 HDPE SAME JOIN CONNECTION ON r a. ro w. � d�.,.�a.1 ._ ... .. ._ � A �, , ! � � .,. � t � �:� I PER DOG. N0. 239 3 17Tr ,_.�� ,.. .. r r� ...,. -I� V..' �.�� �)'I� ADS ( L k I . . J.., T 24 � }. ,I Irl ,.. :}. . I ..}.r ... I 22 INSTALL 8%4" ADS-IYOPLAST SERIES INLINE DRA I N W I LE IRON GRATE r r. _r a z.. ::. 1 ._ 3 17 r,. INSTALL 4" PVC 22.5' BEND 7.10 a�. 4.4d � 17 17 3 TG 3r {. � i�f�, 0. j 04 07 FLYttl' -_ �.. � 1�:1'r,�.. 4' I � �' T INSTALL 8" PVC 22.5' �Q 22 FL ' ... { ... f A..... I ��'::. . 25 BEND �! .a a: I$P� A.. �#r r�: a � �:► :. +:'' 3.90 FL ?B I 9 _ r 37 O INSTALL 8" PVC 45" BEND - ._ 19 f 4 33 H=1.50 21 T �1 y .4 22 25 � I 2.1 INSTALL 24" HDPE TEE W/2-24%8- 5.50 REDUCERS ���_ i H2.00 r� N, o _ - TG I INSTALL 8" PVC TEE W/2-8"x4" REDUCERS 26 L 16 L ' 4 `r r a. r _-rte-_ 9 o .,. .. " x 31 " . r c . 1 4 9 .•1. 4130 46 1 �� ` •51 14 LOT BOUNDARY �� 38 . 27 i 7. 25 \ LIMITS OF WORK �\ �i "% A 25 22 SAA 22 - 25 '94 42 17 • .03 4825 29 2240 i 9 � 16 15 439. � 11. 22 .0 23 \�I 1 T » ?8 � 23 22 19 3.5 � � 27 7.90 5 op 11 47 14 13 12 ,��, 1 �, .� STORM DRAIN DATA r' ,O 1 11 ` LENGTH BEARING SIZE AND SLOPE ,or 9. 11' 22 . 1 58.01 - 24 • S-0.U4-7 3 23 2 3; 112 16.75 24 • S-0.0100 4 1 7 � 3 32.90 • 4" • S-0.0100 19 .60 FL 8 a 4 5.80 N4 4" • S-0.0100 l ` _ 3. _ 5 25.47 N1 4" • S-0.3357 w � 5 _ ;.,,`` I VA SENI�3t �.' 6 33.54 1 " 4" • S-0.0100 ~� 23 '81 .43 FL 23 �. ,' 7 10.28 " 4 • S-0.0100 19 w ,� a 20.07 1 4 • S-0.4235 9 35.77 N4 4" • S-0.0100 1 15 �/ / 10 35.69 N1 . w 4" • S-1.0703 _ N4 ' 4 • S-0.0100 12 41.00 1 4" • S-0.0100 13 18.21 " 4" • S-0.0100 0114 9.96 1 4" 0 SnO.6205 i ! 15 3.78 ' " 4" • S=1.1322 16 15.50 w 4 • S-0.0100 90-� 17 7.37 4" • S-0.0100 - ---- �- ' c � 18 24.69N12-11-24-E 8 0 • S-0.0100 10+00.00 1 19 6.84 Nig 4" 8 • S100.0100 � 20 71.46 " 8 • S-0.0264 _ f N1 4 RCP TORM DR' INEXIST. 24 16 1 21 20.88 " 8 • S�-0239 (1101.00 INV ) f r � 22 26.31 " " 4 • S-o.0608 23 12.31 N7 w W l5w • S-0.0100 g4 24 34.27 4" • S-0.0100 \ 25 32.79 " 4 • S-0.0100 �' �y'�4• �' �- ~ -- _ ��$ >> -r- _- M 26 4.47 r w 4" • S=0.0608 2 \ 27 3.71 N1 w 4 • S-1.1617 28 15.68 4" • SMO.0100 126 -� 29 14.08 w 4" • S-0.0100 M,�p =-� 30 25.22 N1 so • S-0.0100 93 31 12.98 N11 ' am 0 S-0.0100 =--�_ Zzz92 .r- 32 52.10 N 1 $ • S-0.0351 _ ,w 33 23.20 "W aw • SOO.0172 ` - 34 27.94 " 4 • S-0.0429 _ 36 ,2.60 N 8 . S-0.o,� IAGE VtOAD :c " 3d 22.35 Nr�Qw r w 4 • r0.0224 I --- 37 32•79 N19-21-42-F. 40 • S-0.0100 ` I 36 3.82 1 wW 86 • S=o.0100 30 166.45 wW 8 • S-0.01 24' RC S 1 Ulan L NE FER TRACT 1 1 40 ,a.w N 77" r w g • S-0.010 6-28-02 41 24.12 " DRAIN I PLANS, APP'RQVED N1,3 8 • S-0.0100 I + 42 9.16 SO2.&,0 w 8" • S=0.0,00 I 43 6.36 1 "W 8 • S-0.0100 I . rw 44 20.15 W 40 • VARIES S-0.0100 MIN. . I45 16.92 N1 4" • S-0.0100 I 46 11.54 as • S-0.0100 I 47 15.54 I I NQ*16*54OW 240 • S-o.0100 48 12.14 N7 "W 24 • s-o.oloo I I I I I I i SUBDIVISION BOUNDARY 1 � I � I a I a I I I I � � M I HARVESTON WAY SCPLE- c� a as PLANN1N8 ■ DEMON ■ CONSTRUCTION W a- 20 20 0 20 40 60 Y ■ ■ ■ 275M YNEZ ROAD, MATE 4Oo 0- CALFOFiNA 92MI-4677 1 GRAPHIC SCALE W CONSULTING 900.6T6.8042 FAX 909.676.7240 " www.RBF.can c� _z CONSTRUCTION RECORD DATE BY REVISIONS DATE ACCD BENCH MAW DESIG 4ED BY DRAWN BY CHECKED BY a SCALE ��p F E S S 1 p��! W RECOMMENDED BY: I DATE: -3��� OFDEP � PMW ��� Na C , EL RLS, EL, CW, JE, MAD MCH CITY C HORIZONTAL � �'� � yf �l i1 CONTRACTOR h �, PLA PREP RED R THE SUPERVISION OF AS NOTED co w Nb.63494 rn ACCEPTED BY: DATE: 3 NARVESTON TRACT 29639-1 g INSPECTOR SEE PAGE 1 � gyp, �� �� DATE: ��D'a� RONALD J. PARKS LOTS 13914916 & 17 - LAKE PARK 41 9 MATTHEW C. HICKS DEPUTY DIRECTOR OF PURI_I C WORKS q VERTICAL �f 1 ,�`� < DATE COMPLETED N/A �lF o f A`�E�� R.C.E. NO. 63494 ----EXPIRES: 9-3o-o6 R.C.E. NO. 19744 EXP I RES: 9-30-0.5 �f PRECISE GRADING PLAN - STORM DRAIN C ,.f�' SHEET 9 OF 9 k_-D03 -• 0bl CSR