Loading...
909aa_wtSEWER NOTES A. ALL MATERIALS, TESTING, AND INSPECTION OF SEWER SHALL BE IN CONFORMITY WITH THE REQUIREMENTS OF LEE LAKE WATER DISTRICT AND RIVERSIDE COUNTY. FAILURE TO MEET ANY REQUIREMENTS OF THE ABOVE REFERENCED AGENCIES WILL BE CAUSE FOR REJECTION. B. SEWER SHALL BE 8" PVC (SDR 35) IN ACCORDANCE WITH LLW SPECIFICATIONS AND STANDARDS. C. FORCE MAINS SHALL BE 8" PVC IN ACCORDANCE WITH LLWD SPECIRCA77ONS AND STANDARDS (PROVIDE FORCE MAIN DIAMETER, C900 OR C905, AND PIPE CLASS). D. ALL LATERALS SHALL BE LOCATED AS SHOWN ON THE DRAWINGS, ADJUSTED UNDER LLWD INSPECT70N TO MISS DRIVEWAYS AND OTHER IMPROVEMENTS. LATERALS SHALL BE 4" MINIMUM DIAMETER UNLESS OTHERWISE N07ED ON THE DRAWINGS ALL LATERALS SHALL HAVE A CLEAN OUT 1N ACCORDANCE 477H STANDARD DRAWING NO S-9. LATERALS SHALL BE INSTALLED IN ACCORDANCE WITH LLWD STANDARD DRAWING NOS. (S-4, S-5, S-6, S-7, S-10, OR S-11). E. MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH STANDARD DRAWING NO. (S-12, S-13 S-14, S-15, S-16, OR S-19). F. SEWER BEDDING AND BACKFILL SHALL BE IN ACCORDANCE WITH STANDARD DRAWING NOS S-1 AND S-2. CONSTRUCTION DRAWINGS (SEWER) A. MINIMUM SEWER COVER SHALL BE 7 FEET FROM FINISHED GROUND SURFACE. B. SEWER MAIN PROFILE ELEVATIONS ARE TO FLOW LINE OF SEWER. C. STATIONING FOR SEWER MAIN AS SHOWN ON PLAN PORTION OF DRAWINGS IS PERPENDICULAR TO CENTERLINE OF RIGHT-OF-WAY D. SEPAR477ON BETWEEN SEWER AND WATER SHALL CONFORM TO RIVERSIDE COUNTY STANDARDS NO. 817 AND L.L.W.D. STD. DWG. S-24 CONSTRUCTION TOLERANCES SEWERS SHALL BE CONSTRUCTED SO THAT ACTUAL FLOW LINE ELEVATIONS ARE WITHIN 0.02 FOOT OF DESIGN FLOW LINE ELEVATIONS. SEWERS, WHEN INSTALLED SHALL HAVE CONTINUOUS DOWNSLOPE. SEWER MAIN CONSTRUC71ON SHALL CONFORM WITH CONSTRUC77ON DR4WINGS 1N ACCORDANCE W17H THE ABOV1r SPECIFIED TOLER4NCES. CONTRACTOR SHALL ASSIST DISTRICT AS REQUIRED TO CONFIRM COMPLANCE WITH CONSTRUC77ON TOLERANCES CONTRACTOR SHALL MAKE OR ASSIST IN MAKING ALL NECESSARY MEASUREMENTS AS DETERMINED BY DISTRICT. SEWER LEGEND AND ESTIMATE OF QUANTITIES QTY UNIT LEGEND DESCRIPTION STD. DWG 1,034 LF 1 O INSTALL 12" P.Y.G. CL 150, C-900 LLW-22 1410 LF 1 INSTALL 8" PVC (SDR35) PIPELINE S-1 1,535 LF 1 INSTALL 8" P.V.C. CL 150, C-900 LLW-22 7 EA 1 CONSTRUCT 48" DIA. PRECAST S-12 3 EA 2 REINFORCED CONCRETE MANHOLE S-14 `� 12 (F x GT, F x F) S-16 36 EA CONSTRUCT 4" SEWER LATERAL S-4 3 (SAME MATERIAL AS SEWER MAIN) S-7 1 Qt CONSTRUCT 8" SEWER CLEAN-OUT S-1$ 8 4 (SAME MATERIAL AS SEWER MAIN) CONSTRUCT STANDARD 6" RESIDENTIAL LLW-7 CONSTRUCT 4" BACKFLOW VALVE 17 #EA 5 ASSEMBLY (SAME MATERIAL AS SEWER MAIN). LOTS 2,3,4,811,1215,16,19, S-29 20,21,25,28,27,34,3i D. 0 UTILITY NOTES: A. AT LEAST 48 HOURS BEFORE COMMENCING ANY EXCAVATION, CONTRACTOR SHALL REQUEST UNDERGROUND SERVICE ALERT (1-800-227-2600) AND NON-MEMBER COMPANIES, OR UTILITIES TO MARK OR OTHERWISE INDICATE THE LOCATION(S) OF THEIR SUBSURFACE FACILITIES INCLUDING, BUT NOT LIMITED TO, STRUCTURES INCLUDING VAULTS; MAIN CONDUCTORS, OR CONDUITS, AND SERVICE CONNECTIONS. B. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL EXPOSE EXIS77NG FACILITIES AT PROPOSED CONNECTIONS AND CROSSINGS AND VERIFY ELEVATIONS, LOCATIONS, AND SIZE OF EXISTING FACILITIES. C. CONTRACTOR SHALL NOT INTERRUPT OR DISTURB ANY UTILITY FACILITY WITHOUT AUTHORITY FROM THE UTIL17Y. WHERE PROTECTION IS REQUIRED TO ENSURE INTEGRITY OF UTILITY FACILITIES (INCLUDING DISTRICT -OWNED UTILITIES). CONTRACTOR SHALL FURNISH AND PLACE ALL NECESSARY PROTECTION. D. WHENEVER A WATERLINE ENCOUNTERS A STORM DRAIN PIPE OR OTHER OBSTRUC77ON AND CROSSING OVER THE OBSTRUCT70N WILL RESULT IN LESS THAN 42 INCHES OF COVER OVER THE TOP OF THE WATER, THE WATERLINE SHALL CROSS UNDER THE OIBSTRUC77ON WITH A MINIMUM CLEARANCE OF 12 INCHES. BENCHMARK: 0.6 MILES SOUTHERLY ALONG TEMESCAL CANYON ROAD FROM WEIRICK ROAD.- 100' OAD.100' +/- E'LY OF THE INTERSEC77ON OF TEMESCAL CANYON ROAD AND LEROY STREET; 2' +/- WILY OF P.P. 110175; 4.5' +/- E'LY OF THE CENTERLINE OF A DRAINAGE DITCH, 7' +/- NT Y OF THE N'LY EDGE OF A CONCRETE CULVERT, • 7' +/- N'LY OF THE ETW OF LEROY STREET; 17' +/- W'LY OF A 5' HIGH CHAIN LINK FENCE CORNER, • 73' +/- SE'LY OF P.P. 120801; 171' ELY OF B.M. S316, A BRASS DISK STAMPED S316 1935 RESET 1965. ELEV. = 907.5180 Underground Service Alert Call: TOLL FREE 1-800 227-2600 DATE BY MARK TWO WORKING DA rS BEFORE rOU DIG DESIGNED BY: SE WER♦ PLA TRACT NO. 27944 3 R r C 1 GENERAL NOTES A. CONTRACTOR SHALL FURNISH AND INSTALL ALL FACILITIES IN ACCORDANCE WITH THE DISTRICT'S STANDARD SPECIFICATIONS AND STANDARD DRAWINGS FOR WATER AND SANITARY SEWER FACILITIES. THE SPECIFICATIONS AND STANDl4RD DRAWINGS ARE AVAILABLE FROM THE DISTRICT. CONTRACTOR SHALL BE IN POSSESSION OF DISTRICT'S SPECIFICATIONS AND STANDARD DRAWINGS ON THE JOB SITE AT ALL TIMES. B. ALL PERMITS REQUIRED BY LAW SHALL BE ACQUIRED BY THE APPLICANT OR THEIR CONTRACTOR. C. ALL CONSTRUCTION SHALL CONFORM TO CURRENT CAL OSHA SAFETY REOUIREMENTS D. APPROVAL BY LLWD IMPLIES NO PERMISSION OTHER THAN THAT WITHIN THE DISTRICT'S JURISDICTION. REQUIREMENTS OF LLWD SHALL TAKE PRECEDENCE OVER REQUIREMENTS OF OTHER AGENCIES ONLY WHEN LLWD REQUIREMENTS ARE GREATER. E. CONTRACTOR SHALL NOTIFY LLWD'S DISTRICT ENGINEER A MINIMUM OF ONE WEEK PRIOR TO STARTING CONSTRUCTION. F CONTRACTOR SHALL PROVIDE WRITTEN NOTIFICATION REQUESTING A SYSTEM SHUTDOWN FOR CONNECT70NS TO EXISTING SYSTEM SAID NOTIFICATION SHALL BE MADE A MINIMUM OF THREE WEEKS PRIOR TO SAID SHUTDOWN TO THE LLWD DISTRICT ENGINEER. G. CONTRACTOR SHALL DESIGNATE A QUALIFIED SUPERINTENDENT WITH FULL AUTHORITY TO ACT ON BEHALF OF THE CONTRACTOR. SAID SUPERINTENDENT SHALL BE ON THE JOB SITE AT ALL TIMES. H. CONTRACTOR SHALL PERFORM ALL WORK UNDER RIVERSIDE COUNTY ROAD DEPARTMENT JURISDICTION IN ACCORDANCE WITH ALL REQUIREMENT5 OF SAID DEPARTMENT INCLUDING TRAFFIC CONTROL, PAVEMENT REMOVAL, TEMPORARY PAVEMENT PLACEMENT, PERMANENT PAVEMENT PLACEMENT (INCLUDING BASE "47ERAL) AND TEMPORARY AND PERMANENT TRAFFIC STRIPING. I. PRIOR TO SIGNING OF SEWER AND WATER CONSTRUCTION DRAWINGS BY L.L.WD. , ALL QUEST70NS CONCERNING THIS PROJECT SHALL BE DIRECTED TO: JOHN W. SNELL, R.C.E. VICE PRESIDENT ADKAN ENGINEERS INSPECTION FEE — SEWER AND WATER THREE WEEKS PRIOR TO CONSTRUCTION, A DEPOSIT FOR INSPECTION FEE WILL BE MADE. THIS FEE IS ESTIMATED AT .f 97ift,666. SHOULD ACTUAL COSTS BE GREATER, THE BALANCE SHALL BE PAID TO THE DISTRICT BY THE APPLICANT. SHOULD ACTUAL COSTS BE LESS, THE BALANCE SHALL BE REFUNDED TO THE APPLICANT. FEES SUBJECT TO CHANGE WITHOUT NOTICE. I N D E X 0 100 M A P Scale 1 " = 100 ft RIVERSIDE COUNTY DEPT. OF FIRE PROTECTFON RIVERSIDE COUNTY DEPT. OF HEALTH APPROVAL THIS IS TO CERTIFY THAT RIVERSIDE COUNTY DEPARTMENT OF BY: L HEALTH APPROVES THE DEIIGN OF THE ITEMS CHECKED ABO DAN WAGNER SEWE LINE LAYOUT (✓/) WATER UNE LAYOUT DATE: t�'3 �� i fir/ G " 3 • �I� 8Y. LEE LAKE WATER DISTRICT APPROVED FOR CONSTRUCTION: APPROVALS: REVISIONS APPR. DATE DRAWN BY: CHECKED BY: Engineering Date S -41a Date I DATE. RECOMMENDED FOR SEAL COUNTY APPROVAL©�aFE Si . ' No. 339 ' ` 50s�(�* DATE: ��% ` *' EXP. 6 ;,NECKED BY:J L Date I DATE: O- CONSTRUCTION DRAWINGS (PIPELINES) A. MINIMUM PIPE COVER SHALL BE 42 INCHES FROM FINISHED GROUND SURFACE FOR 10" DAMETER AND GREATER AND 36 INCHES FROM GROUND SURFACE FOR 8" DIAMETER AND LESS. B. WATER SYSTEM PROFILE ELEVATIONS ARE TO FLOW UNE OF PIPE. C. STATIONING FOR PIPELINE AS SHOWN ON PLAN PORTION OF DRAWINGS IS PERPENDICULAR TO CENTERLINE OF RIGHT-OF-WAY (STREET). D. SEPARATION BETWEEN SEWER AND WATER SHALL CONFORM TO RIVERSIDE COUNTY STANDARD NO. 817 AND L. L. W. D. STANDARD DWG. S-24. CONSTRUCTION TOLERANCES PIPELINES SHALL BE CONSTRUCTED SO THAT ACTUAL FLOW LINE ELEVATIONS ARE WITHIN 0. 1 FOOT OF DESIGN FLOW LINE ELEVATIONS. PIPELINES, WHEN INSTALLED, SHALL HAVE CONTINUOUS UPGRADE OR DOWNGRADE, CORRESPONDING WITH DESIGN SLOPE, WITHOUT ANY HIGH SPOTS. PIPELINES SHALL BE CONSTRUCTED SO THAT ACTUAL PIPELINE CENTERLINES ARE WITHIN 0.1 FOOT OF DESIGN PIPELINE CENTERLINES. PIPELINE CONSTRUCTION SHALL CONFORM WITH CONSTRUCTION DRAWINGS IN ACCORDANCE WITH THE ABOVE SPECIFIED TOLERANCES. CONTRACTOR SHALL ASSIST DISTRICT AS REQUIRED TO CONFIRM COMPLIANCE WITH CONSTRUCTION TOLERANCES. CONTRACTOR SHALL MAKE OR ASSIST IN MAKING ALL NECESSARY MEASUREMENTS AS DETERMINED BY DISTRICT. WATER NOTES A. ALL VALVES, PIPING, AND APPURTENANCES SHALL BE DESIGNED TO MEET OR EXCEED THE SPECIFIED MINIMUM DESIGN PRESSURE SHOWN ON THE PLAN/PROFILE SHEETS. IN ADDITION, ALL VALVES, PIPING AND APPURTENANCES SHALL BE TESTED AT A PRESSURE OF 1OX OVER SAID MINIMUM DESIGN PRESSURE VALVES SHALL BE CAPABLE OF WITHSTANDING SAID TEST PRESSURE IN A CLOSED POSITION. B. ALL MATERIALS, TESTING AND INSPECTION OF PIPE SHALL BE IN CONFORMITY WITH THE REQUIREMENTS OF LEE LAKE WATER DISTRICT AND THE AMERICAN WATER WORKS ASSOCARON STANDARDS. FAILURE TO MEET ANY REQUIREMENTS OF THE ABOVE REFERENCED AGENCIES WILL BE CAUSE FOR REJECTION. C. PIPE SHALL BE 8" & 12" PVC WATER LINE IN ACCORDANCE WITH LLWD SPECIFICATIONS AND STANDARDS CL 150, C-900 D. VALVES 12 INCHES AND SMALLER SHALL BE RESILIENT SEATED GATE VALVES IN ACCORDANCE WITH LLWD STANDARD DRAWING NOS LLW-30 AND LLW-31 UNLESS OTHERWISE SPECIFIED. VALVES 14 INCHES AND LARGER SHALL BE BUTTERFLY VALVES UNLESS OTHERWISE SPECIFIED. E. AIR VACUUM AND AIR RELEASE ASSEMBLIES SHALL BE INSTALLED IN ACCORDANCE WITH LLWD STANDARD DRAWING NOS LLW-9, LLW-10, OR LLW-11. F. ALL SERVICE CONNECTIONS SHALL BE 3/4" COPPER SERVICES BY 5/8" METERS AS NOTED ON THE DRAWINGS. ALL SERVICES SHALL BE LOCATED AS SHOWN ON THE DRAWINGS, ADJUSTED UNDER LLWD INSPEC77ON TO MISS DRIVEWAYS AND OTHER IMPROVEMENTS. SERVICES SHALL BE INSTALLED IN ACCORDANCE WITH LLWD STANDARD DRAWING NOS LLW-13, LLW-14, LLW-15, LLW-16, LLW-17 OR LLW-17A. G. FIRE HYDRANTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH STANDARD DRAWING NOS. LLW-2, LLW-3, LLW-5, LLW-6, LLW-7 OR LLW-8. H. WATERLINE CONSTRUCTION SHALL BE IN ACCORDANCE WITH STANDARD DRAWING NOS LLW-22 AND LLW-25 FOR PVC PIPE AND LLW-28, LLW-29, AND LLW-32 THROUGH LLW-36. I. THRUST BLOCKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH LLWD STANDARD DRAWING NO. LLW-26. WATER LEGEND AND ESTIMATE OF QUANTITIES QTY UNIT LEGEND DESCRIPTION STD. DWG 1,034 LF 1 O INSTALL 12" P.Y.G. CL 150, C-900 LLW-22 1,535 LF 1 INSTALL 8" P.V.C. CL 150, C-900 LLW-22 1 LLW-25 3 EA --{ INSTALL 12" RESILIANT WEDGE VALVE LLW-30 `� 12 (F x GT, F x F) 7 EA INSTALL 8" RESiLIANT WEDGE VALVE i 3 (F x GT, F x F) LLW-30 8 EA CONSTRUCT STANDARD 6" RESIDENTIAL LLW-7 14 FIRE HYDRANT ASSEMBLY (6X4X2-1/2) LLW-8 0 EA 15 CONSTRUCT 4" BLOW -OFF ASSEMBLY LLW-4 2 EA CONSTRUCT 2" AIR & VACUUM LLW-9 16 RELEASE ASSEMBLY LLW-10 LLW-11 43 EA CONSTRUCT 1" COPPER WATER SERVICE LLW-13 1 ASSEMBLY LLW-14 1 1 EA T 18 INSTALL 8" x 12" x 12" CAST IRON TEE 1 2 EA T is INSTALL 8" x 8" x 8" CAST IRON TEE 0 EA J,,�2 INSTALL 12" CAST IRON END CAPS LLW-24 2 EA 21 INSTALL 8" CAST IRON END CAPS LLW-24 13 EA 22 CONSTRUCT CONCRETE THRUST BLOCK LLW-26 i 0 EA 2 INSTALL 8"-45' CAST IRON ELBOW 1 1 EA T 24 INSTALL 12"X 12"X 12" CAST IRON TEE 8 EA INSTALL BLUE RETROREFLECTIVE PAVEMENT MARKERS PER RIV. CO. FIRE DEPT. STD. 5 L.F. 26 CONSTRUCT CONCRETE ENCASEMENT LLW-27 RIVERSIDE COUNTY FIRE DEPARTMENT SEWER SYSTEM CERTIFICATION WATER SYSTEM CERTIFICATION 1 CERTIFY THAT THE DESIGN OF THE WATER SYSTEM IS IN ACCORDANCE WITH THE I CERTIFY THAT THE DESIGN OF THE SEWER SYSTEM IN TRACT NO. 27944 IS IN I CERTIFY THAT THE DESIGN OF THE WATrR SYSTEM IN TRACT NO. 27944 IS IN REQUIREMENTSACCORDANCE WITH THE SEWER SYSTEM MASTER PLAN OF LEE LAKE WATER DISTRICT ACCORDANCE WITH THE WATER SYSTEM MASTER PLAN OF LEE LAKE WATER DISTRICT PRESCRIBED BY THE RIVERSIDE COUNTY FIRE DEPARTMENT THAT THE DISTRICT HAS PROGRAMMED ADEQUATE CAPACITY TO TREAT THE WASTES AND THAT THE WATER SERVICE, STORAGE AND DISTRIBUTION SYSTEM WILL BE ADEQUATE FROM THE PROPOSED TRACT. TO SUPPLY WATER TO SAID PROJECT. THIS CERTIFICATE DOES NOT CONSTITUTE A GUARANTEE THAT IT WILL SUPPLY WATER TO SAID PROJECT AT ANY SPECIFIC q Q N S, LOWS, OR PRESSURE FOR FIRE PROTECTION OR ANY OTHER PURPOSE. " t ������ BY DATE GE RAL MANAGER DATE G RAL MA GER DATE AL APPROVED BY. DATE: `� // 9 7 I rIrI�WESSI' -..- - ,�T T PORTATION DEPT., RIVERSIDE COUNTY, CA. it NO. 47967 R.C.E. No, 33950 EXP. DATE: 6/30/98 ENG /NEER S * EXr. 12-31-!! * PREPARED UND R THE DIRECTION OF: CIVIL ENGINEERING•SURVErING•PLANNING DATE: 5 -�(o c' 7 6820 AIRPORT DRIVE, RIVERSIDE, CA 92504 CIVIL � TEL: (909) 688-0241 • FAX: (909) 688-0599 SCALE: AS NOTED BENCHMARK: ,JON LLiAM SNELL, R.C.E. 47867 EXP. 12/31 /99 DATE: FEB. 1997 1 SEE SHEET NO. 1 LEE LAKE WATER DISTRICT SHEET N0. EWER & WATER IMPROVEMENT FLANS 1 TRACT NO. 27944 of 4 SHEETS COVER SHEET FILE No. FOR: K.HOVNANIAN INC. File name. E•A1,L 1ft1l01%IRKFLDA179 N 144 V Z 44 2 1 14 a BEARING /,n. DISTANCE / RAD./ TAN. 15 16 d =49'26'39" 17 0 =44'47 54" L=256.46 ,R=328.00 ,T=135.19' ,,!2s =02'20 02" SEWER CONSTRUCT/ON NOTES 0 0 Q) p'§ O INSTALL 8" P. V. C. (SDR 35) SEWER N DESIGNED BY: DRAWN BY: CHECKED BY: i 31 i N � 2 a cq 2O CONSTRUCT MANHOLE PER LLWD STD. DWG. NO. S-12 F+ 2 J W ice- � 3O CONSTRUCT 4" SEWER LATERAL S�lf�i+ v U m 3 CIE J >p CONSTRUCT 8" SEWER CLEANOUT PER LLWD STD. DWG. NO. S-18, y W o ii, O CONSTRUCT 4" BACKFLOW VALVE ASSEMBLY PER LLWD STD. m ~ + DWG. NO. S-29 16 2 t7 d� 2 17 0 23 ��. + 14 E05 S- vi cj� 3 m N N oaoi 2 * :N Underground Service Alert Cdb TOLL FREE 1-800 227-2600 rWO WORKING DA N BEFORE roU DIG -�pO 461 LFA 18 SEWER DA TA a BEARING /,n. DISTANCE / RAD./ TAN. 2 L=60.81 ,R=294.00 ,T=30.47' d =49'26'39" L=283.05 ,R=328.00 , T=151.02' 0 =44'47 54" L=256.46 ,R=328.00 ,T=135.19' ,,!2s =02'20 02" L=13.36 ,R=328.00 , T=6.68' N89'5539 "W 0 D =28'28'11 " Q) p'§ n A Jo N DESIGNED BY: DRAWN BY: CHECKED BY: 47 � 2 a cq O + A + A ice- � U V�j� S�lf�i+ tVY fjtiU CIE J Underground Service Alert Cdb TOLL FREE 1-800 227-2600 rWO WORKING DA N BEFORE roU DIG -�pO 461 LFA 18 SEWER DA TA a BEARING /,n. DISTANCE / RAD./ TAN. D =11'49 55" L=60.81 ,R=294.00 ,T=30.47' d =49'26'39" L=283.05 ,R=328.00 , T=151.02' 0 =44'47 54" L=256.46 ,R=328.00 ,T=135.19' ,,!2s =02'20 02" L=13.36 ,R=328.00 , T=6.68' N89'5539 "W 178.76' D =28'28'11 " L=146.09 ,R=294.00 ,T=74.58' ®0 =01'15'45" L=6.74 ,R=306.00 ,T=3.37' 0 =24'26'50" L=130.93 ;R=306.85 ,T=66.48' 56 27 -'.Jj�o I 0 DISTANCE / RAD./ TAN. �O � p =96'3446' L=542.77,R=322.00,T=361.27° + r� A QQ S, L=149,07;8=300.00,T=76.11' I L=130.07',R=300.00', T=66.07' QU 54.10' IS �s J Q¢ Q; OPERATIONS DESIGNED BY: DRAWN BY: CHECKED BY: 14 2 5 - 13 17TYP. >p 3 TYP. i 70.0 70.00' 16 2 t7 56 27 -'.Jj�o I MMItN ZO 0 DISTANCE / RAD./ TAN. ,=11'4955" L=61.95,R=300.00,T=31.09' p =96'3446' L=542.77,R=322.00,T=361.27° N.89'5539 "W. 178.76' QQ S, L=149,07;8=300.00,T=76.11' z'�, =24'50'27' L=130.07',R=300.00', T=66.07' N.89' 1755 "W. 54.10' Q J Q¢ J L OPERATIONS DESIGNED BY: DRAWN BY: CHECKED BY: i MMItN ZO 0 DISTANCE / RAD./ TAN. ,=11'4955" L=61.95,R=300.00,T=31.09' p =96'3446' L=542.77,R=322.00,T=361.27° N.89'5539 "W. 178.76' QQ S, L=149,07;8=300.00,T=76.11' z'�, =24'50'27' .00 4 o - - - - Cr`�alb s� x v l - - - - - r - C 9 i PP OP E` SCALEShVW r- 40'---- 19 WRT I'- 4' 19 20 21 22 WATER CONSTRUCT/ON NOTES 11. INSTALL 8" C-900, CLASS 150, P.V.C. PIPELINE PER LLWD STD. 17. CONSTRUCT 1" COPPER WATER SERVICE ASSEMBLY PER LLWD STD. DWG. NO.S LLW-22 & LLW-25 DWG. NO.S LLW-13 & LLW-14 13. INSTALL 8" RESILIENT WEDGE VALVE (FXGT,FXF) PER LLWD STD. 18. INSTALL 12 X12 X8" CAST IRON TEE PER LLWD STD. DWG. DWG. NO. LLW-30 NO. LLW-29 14. INSTALL 6" RESIDENTAL FERE HYDRANT ASSEMBLY PER LLWD STD. 19. INSTALL 8X8 X8" CAST IRON TEE PER LLWD STD. DWG. DWG. NO.S LLW-7 & LWW-8 NO. LLW-29 23 22. CONSTRUCT THRUST BLOCK PER LLWD STD. DWG. NO. LLW-26 14 50.00'�7 z6 22 22 � 23 25 D A H L / A D R/ V Z - 2� STREET CIL OA TA BEARING IQ, DISTANCE / RAD./ TAN. ,=11'4955" L=61.95,R=300.00,T=31.09' p =96'3446' L=542.77,R=322.00,T=361.27° N.89'5539 "W. 178.76' D=2828'11" L=149,07;8=300.00,T=76.11' z'�, =24'50'27' L=130.07',R=300.00', T=66.07' N.89' 1755 "W. 54.10' 23 N Qm LnC9 Q1 A 24 LAKE WATER DISTRICT REc°IMMLEEI RO AD FOR 71 le A5 11 le BEARING /,en, DISTANCE / RAD./ TAN. APPROVED FOR CONSTRUCTION: Z�, =11'49 55" . b�j �--97 =96'3446" L=520.86,R=309.00,T=346.69' DATE: �f % N85'5539 "W 178.76' CHECKED BYJt-• DATE BY MARK REVISIONS APPR. DATE DATE: ENGINEERING OPERATIONS DESIGNED BY: DRAWN BY: CHECKED BY: 23 N Qm LnC9 Q1 A 24 8 1 25 4/AA/ES0N RO. SEE SHEET4 ROCUS CT ASTER CT tio0�o .1,4 MESON RO. �` x � p SEE SHEET .T SEE SHEET .I SEE SHEET 4 'qG` ,(,� �/ f Q (� 4. D A / / L / /`i L/ / { / !' E � 40 0 40 80 112 0 Scale I" = 40' SFCOUNTY SEAL APPRO D BY: ,DATE: b / / Sz9 z LEE LAKE WATER DISTRICT SHEET No. �/c,z� e,�- 2 T SPORTATI DEPT., RIVERSIDE COUNTY, CA. SENDER & CATER IMPROVEMENT PLANS E N G3 / H E E R S TRACT NO. 27944 OF SHEETS R.C.E. No. 33x5° EXP. DATE: s/3o/9a NO. 47W7 N0. 139 50 m * EXP. 13-31-ff * PREPARED UNDER THE DIRSCHON OF: C/Y/L ENG/NEEfIING • SURVErING •PLANNING *� Exp. - '�-q * DATE: 017-17 6820 AIRPORT DRIVE, RIVERSIDE, CA 92504 DAHLIA DRIVE FILE No. rqr civa. ��, TEL: (909) 688-0241 • FAX (909) 688-0599 OF Q' ' i ' ,,1 ` SCALE: 1"=40' BENCHMARK: J H W. SNELL, R.C.E. 47867 EXP. 6/31/99 SEE SHEET NO. 1 FOR: K. HOVNANIAN INC. File name: E:\KFLD\QRQA4 944 WR2 X 14 IV WA TER DA TA Q BEARING /,en, DISTANCE / RAD./ TAN. 1 Z�, =11'49 55" L=64.64, R=,313. 00,T=32.43' =96'3446" L=520.86,R=309.00,T=346.69' ® N85'5539 "W 178.76' ® Z�, =2828'1 1 " L=155.53,R=313.00 ,T=79.40' 5 Z'-1 =28'28'11 " L=142.61 ,R=287.00 ;T=72.81 ' 8 1 25 4/AA/ES0N RO. SEE SHEET4 ROCUS CT ASTER CT tio0�o .1,4 MESON RO. �` x � p SEE SHEET .T SEE SHEET .I SEE SHEET 4 'qG` ,(,� �/ f Q (� 4. D A / / L / /`i L/ / { / !' E � 40 0 40 80 112 0 Scale I" = 40' SFCOUNTY SEAL APPRO D BY: ,DATE: b / / Sz9 z LEE LAKE WATER DISTRICT SHEET No. �/c,z� e,�- 2 T SPORTATI DEPT., RIVERSIDE COUNTY, CA. SENDER & CATER IMPROVEMENT PLANS E N G3 / H E E R S TRACT NO. 27944 OF SHEETS R.C.E. No. 33x5° EXP. DATE: s/3o/9a NO. 47W7 N0. 139 50 m * EXP. 13-31-ff * PREPARED UNDER THE DIRSCHON OF: C/Y/L ENG/NEEfIING • SURVErING •PLANNING *� Exp. - '�-q * DATE: 017-17 6820 AIRPORT DRIVE, RIVERSIDE, CA 92504 DAHLIA DRIVE FILE No. rqr civa. ��, TEL: (909) 688-0241 • FAX (909) 688-0599 OF Q' ' i ' ,,1 ` SCALE: 1"=40' BENCHMARK: J H W. SNELL, R.C.E. 47867 EXP. 6/31/99 SEE SHEET NO. 1 FOR: K. HOVNANIAN INC. File name: E:\KFLD\QRQA4 944 WR2 X 14 IV i� tl• ��4�it Ol�p LZ h. 12 1 k do z. i 9 ri 1 1 V'' CLAY CANYON ORI YE Underground Service Alert Calb TOLL FREE 1-800 227-2600 DATE j BY j MARK TWO WORKING DA Yd BEFORE roU DIG DESIGNED BY: N� J A M Z -50N KE WATER ,0A HL !A OR. SEE SHEET 2 �"+�_ ��N� 10. CONSTRUCT 12" C-900, CLASS 150, P.Y.C. PIPELINE PER LLWD STD. W Q to x� 11 N f DWG. NO.S LLW-22 & LLW-25 12" RESILIENT WEDGE VALVE(FXGT,FXF) PER LLWD STD. ©CONSTRUCT. © A DWG. NO. LLW-30 14 18 J A E S O /V ©�4 D 14. CONSTRUCT 6" RESIDENTAL FIRE HYDRANT ASSEMBLY PER LLWD STD. 23 12 /F 0 - DWG. NO.S LLW-7 & LWW-8 CONSTRUCT 12 X12 X8" CAST IRON TEE PER LLWD STD. DWG. 23 ia- _ ! 40 0 40 80 120 !%iiiiii 23. CONSTRUCT THRUST BLOCK PER LLWD STD. DWG. NO. LLW-26 Scale v 1 t - _______ y -____-y. CONSTRUCT CONCRETE ENCASEMENT OF WATERLINE PER LLWD STD. LLW-27 69.84 DISTRICT RECOMMENDED FOR SEAL COUNTY APPROVAL Rof E Slp SEAL ESS/ V ft LEE LAKE WATER DISTRICT SHEET No. L14 `! 4 -- Q h 11 o? 12 NATER CONSTRUCT/ON NOTES^ �"+�_ ��N� 10. CONSTRUCT 12" C-900, CLASS 150, P.Y.C. PIPELINE PER LLWD STD. W Q to x� 11 N DWG. NO.S LLW-22 & LLW-25 12" RESILIENT WEDGE VALVE(FXGT,FXF) PER LLWD STD. ©CONSTRUCT. © A DWG. NO. LLW-30 14 18 J A E S O /V ©�4 D 14. CONSTRUCT 6" RESIDENTAL FIRE HYDRANT ASSEMBLY PER LLWD STD. 23 12 /F i8. 0 DWG. NO.S LLW-7 & LWW-8 CONSTRUCT 12 X12 X8" CAST IRON TEE PER LLWD STD. DWG. 23 22. NO. LL W-29 CONSTRUCT 12" X12 X12" CAST IRON TEE PER LLWD STD. 40 0 40 80 120 !%iiiiii 23. CONSTRUCT THRUST BLOCK PER LLWD STD. DWG. NO. LLW-26 Scale 1 " = 40' 26. CONSTRUCT CONCRETE ENCASEMENT OF WATERLINE PER LLWD STD. LLW-27 DISTRICT RECOMMENDED FOR SEAL COUNTY APPROVAL Rof E Slp SEAL ESS/ APPROVED BY: DATE: 4�/ S�� � ft LEE LAKE WATER DISTRICT SHEET No. APPROVED FOR CONSTRUCTION: 17r SEWER & WATER IMPROVEMENT PLANS d „�. ��r ti� tip, �i► SPORT IOiQ DEPT., , i� RIVERSIDE COUNTY CA. le- RA* rnW Y Z W. R.C.E. No. 33950 EXP. DATE: 6/30/98 �' TRACT NO. 27944of ¢ SHEETs No. 33950 * pcp. 12-31 PREPARED UNDER TSF DIRECTION OF: CIVIL ENGINEERING • SURVEYING • PLANNING DATE: aklf7 *EXP. 13-30' * ' Z�_�JDATE: �(7� 6820 AIRPORT DRIVE, RIVERSIDE, CA 92504 JAME30N ROAl3 FILE No. (T C1Y1►. TEL: (909) 688-0241 • FAX; (909) 688-0599 REVISIONS APPR. DATE AO) CHECKED BY:JL 'Trf OFFCAL��� � ►�� SCALE: 1"=40' BENCHMARK: BY: CHECKED BY: ENGINEERING OPERATIONS DATE: J H W. SNELL, R.C.E. 47867 EXP. 6/31/99 SEE SHEET NO. 1 FOR: K. HOVNANIAN INC. c:r� ., c. \ n�►noeuuarLovn n\ tiow w \ maw