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933v_swl�V \ � COUNTRY L6'a.GT CLUB __ _r ALLIGATOR POND ROAD ROAD SAVANNA LA MAR DR hIM THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HERON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. THE LOCATION OF HOUSE LATERALS ARE AS FOLLOWS: STREETS PATH CURBS: AN "S" SHALL BE CHISELED OR PERMANENTLY MARKED ON THE CURB Al THE LOCATION OF THE HOUSE LATERALS, AND AN APPROPRIATE MID -RANGE OR FULL RANGE MAGNETIC MARKER MANUFACTURED BY M3 ELECTRICAL PRODUCTS DIVISION, SCOTCH MARK MARKER LOCATOR (EMS) OR EQUAL SHALL BE PLACED ONE FOOT BELOW THE FINISHED GROUND SURFACE DIRECTLY ABOVE THE TERMINUS OF THE LATERAL. IN AREAS WHERE THE FINISHED GROUND SURFACE IS UNKNOWN. THE MARKER SHALL BE INSTALLED TWO FEET BELOW THE ASSUMED FINISHED GROUND SURFACE. LEGEND MERGROM UTUM WORK CONTAINED WITHIN THESE PLANS SHALL NOT INDICATES PROPOSED WATER MAIN COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR ----- yW - o ® - == INDICATES EXISTING WATER MAIN S INDICATES PROPOSED SEWER MAIN INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE INDICATES EXISTING SEWER MAIN OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE PRIVATE ENGINM SIGNING THESE PLANS IS INDICATES FIRE HYDRANT RESPONSIBLE F40R ASSURING THE ACCURACY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM INDICATES WATER METER EXISTENCE OF UNDERGROUND UIIUTTES OR STRUCTURES NOT REPORTED EVENT OF DISCREPANCIES ARISING AFTER COUNTY INDICATES GATE VALVE APPROVAL OR DURING CONSTRUCTION THE PRIVATE INDICATES BUTTERFLY VALVE ENGINEER SHALL BE RESPONSIBLE FOR THE INDICATES MANHOLE DETERMINING AN ACCEPTABLE SOLUTION AND INDICATES CLEANOUT REUSING THE PLANS FOR APPROVAL BY THE INDICATES SEWER LATERAL rA. WORLD DEVELOPMENT, INC. 74-333 HIGHWAY 111, SUITE 103 PALM DESERT, CA 92260 PH: (760)568-2955 SOILS ENGINEER: SLADDEN ENGINEERING 39 -725 GARAND LANE, SUITE G PALM DESERT, CA 92211 PH:(760) 772 -°3893 NOTE: NEW CONSTRUCTION TO BE PLUGGED UNTIL SEWER SYSTEM IS APPROVED FOR SERVICE. PLUG TO BE REMOVED IN PRESENCE OF DISTRICT INSPECTOR, NOTE: NO SEWER LATERALS TO BE CONSTRUCTED IN DRIVEWAY AREAS. SOUTH /WEST R/W II 2% SIDEWALK PROP C &G EX 18" WATER MAIN SOUTH /WEST R/W NORTH /EAST 30' R/W 18' VARIES 15-19' EX A.C. PVMT. 18' 1 18' A.C.I PVMT. 3' COVER VARIES AT FINAL GRADE 7.90' - 10.03' ME 63 ,_ PROP 8' VCP m NORTH /EAST R/W 2% MERGROM UTUM WORK CONTAINED WITHIN THESE PLANS SHALL NOT 10 COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR ALL UNDERGROUND UTIUTiES OR STRUCTURES REPORTED BY THE OWNER A GRADING PERMIT HAS BEEN ISSUED. OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE 703 LF INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE DIAMETER MANHOLE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE PRIVATE ENGINM SIGNING THESE PLANS IS IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME UABIUTY AND RESPONSIBLE F40R ASSURING THE ACCURACY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM ACCEPTAaUTY OF THE DESIGN HEREON. IN THE EXISTENCE OF UNDERGROUND UIIUTTES OR STRUCTURES NOT REPORTED EVENT OF DISCREPANCIES ARISING AFTER COUNTY TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS APPROVAL OR DURING CONSTRUCTION THE PRIVATE EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE ENGINEER SHALL BE RESPONSIBLE FOR THE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES DETERMINING AN ACCEPTABLE SOLUTION AND SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. REUSING THE PLANS FOR APPROVAL BY THE IT SHALL BE THE CONIRACTOYS RESPONSIBILITY TO NOTIFY THE OWNERS 0WNT1 OF THE UTIUTIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. SOUTH /WEST R/W II 2% SIDEWALK PROP C &G EX 18" WATER MAIN SOUTH /WEST R/W NORTH /EAST 30' R/W 18' VARIES 15-19' EX A.C. PVMT. 18' 1 18' A.C.I PVMT. 3' COVER VARIES AT FINAL GRADE 7.90' - 10.03' ME 63 ,_ PROP 8' VCP m NORTH /EAST R/W 2% EX 8" VCP SEWER MAIN AS SHOWN ON DIST DWG NO 18360 (EX MH NO 2) ,, ( IN FEET ) 1 inch = 100 ft. General District Notes for Sewer 1. All sewer line construction shall conform to the Standard Specifications for Construction of Sanitary Sewer Systems (Standard Specifications) of the Coachella Valley Water District (CVWD). 2. Bedding and backfill shall be compacted in accordance with S.S.P.W.C. Section 306. 3. All work shall be inspected by CVWD. The charges for inspection shall be in accordance with CVWD's Regulations and Standard Specifications. 4. Work performed without inspection shall be rejected. 5. Vitrified clay pipe shall be per Subsection 207 -8 of S.S.P.W.C. socket and spigot with type G gasket. 6. Copies of compaction test results shall be furnished to CVWD. 7. Grade and alignment shall be established in a manner approved by CVWD. 8. Pipe shall be installed to within 0.02 -foot tolerance of the line and grade. 9. The separation between water and sewer facilities shall be as specified in CVWD Standards W I. 10. Contractor shall contact the Chief Inspector, CVWD, to arrange a preconstruction conference at least 48 hours prior to construction. 11. Copies of grade sheets shall be submitted to Chief Inspector prior to construction. 12. Contractor shall submit to CVWD a list of materials to be used prior to preconstruction conference. Only materials on the approved list may be used ` ='ist shall include quantity, manufacturer, model, size, and other pertinent data. 13. Contractor shall schedule his construction activities with the Chief Inspector, daily, between 3:30 and 4:30 p.m. for the following working day. If CVWD is unable to provide an inspector or inspectors, Contractor shall reschedule its work for another time. If Contractor elects to cancel scheduled work without notice to CVWD, Contractor shall be charged 1 hour of inspection time for each day of occurrence. 14. No water or sewer lines shall be installed under decorative concrete, concrete, curbs, or sidewalks without prior approval of CVWD. All in -tract streets shall be paved with asphalt concrete pavement. 15. These plans may be subject to review and /or revision; by CVWD, if construction has not begun within 12 months from Date of Approval as shown in CVWD Drawing Approval Block. 16. Contractor shall call Underground Service Alert at 1- 800 - 422 -4133 at least two working days prior to start of construction. CVWD -003 I certify that the design of the sewer system in Tract No. is in accordance with the sewer system expensidtIr plans of the Coachella Valley Water District and that the waste disposal system is adequate at this time to treat the anticipated wastes from the proposed tract. Date: COACh LLA VALLEY WATER DISTRICT 8 _ Daniel E. Farris Director of Engineering R.C.E. No. 50846 AS -BUILT PI 00RWTION9 NOTE C.V. ESTIMATE OF QUANTITIES: 10 VCP SEWER MAIN 446 LF 8" VCP SEWER MAIN 703 LF 48" DIAMETER MANHOLE 5 EA 4" LATERAL 13 EA EX 8" VCP SEWER MAIN AS SHOWN ON DIST DWG NO 18360 (EX MH NO 2) ,, ( IN FEET ) 1 inch = 100 ft. General District Notes for Sewer 1. All sewer line construction shall conform to the Standard Specifications for Construction of Sanitary Sewer Systems (Standard Specifications) of the Coachella Valley Water District (CVWD). 2. Bedding and backfill shall be compacted in accordance with S.S.P.W.C. Section 306. 3. All work shall be inspected by CVWD. The charges for inspection shall be in accordance with CVWD's Regulations and Standard Specifications. 4. Work performed without inspection shall be rejected. 5. Vitrified clay pipe shall be per Subsection 207 -8 of S.S.P.W.C. socket and spigot with type G gasket. 6. Copies of compaction test results shall be furnished to CVWD. 7. Grade and alignment shall be established in a manner approved by CVWD. 8. Pipe shall be installed to within 0.02 -foot tolerance of the line and grade. 9. The separation between water and sewer facilities shall be as specified in CVWD Standards W I. 10. Contractor shall contact the Chief Inspector, CVWD, to arrange a preconstruction conference at least 48 hours prior to construction. 11. Copies of grade sheets shall be submitted to Chief Inspector prior to construction. 12. Contractor shall submit to CVWD a list of materials to be used prior to preconstruction conference. Only materials on the approved list may be used ` ='ist shall include quantity, manufacturer, model, size, and other pertinent data. 13. Contractor shall schedule his construction activities with the Chief Inspector, daily, between 3:30 and 4:30 p.m. for the following working day. If CVWD is unable to provide an inspector or inspectors, Contractor shall reschedule its work for another time. If Contractor elects to cancel scheduled work without notice to CVWD, Contractor shall be charged 1 hour of inspection time for each day of occurrence. 14. No water or sewer lines shall be installed under decorative concrete, concrete, curbs, or sidewalks without prior approval of CVWD. All in -tract streets shall be paved with asphalt concrete pavement. 15. These plans may be subject to review and /or revision; by CVWD, if construction has not begun within 12 months from Date of Approval as shown in CVWD Drawing Approval Block. 16. Contractor shall call Underground Service Alert at 1- 800 - 422 -4133 at least two working days prior to start of construction. CVWD -003 I certify that the design of the sewer system in Tract No. is in accordance with the sewer system expensidtIr plans of the Coachella Valley Water District and that the waste disposal system is adequate at this time to treat the anticipated wastes from the proposed tract. Date: COACh LLA VALLEY WATER DISTRICT 8 _ Daniel E. Farris Director of Engineering R.C.E. No. 50846 AS -BUILT PI 00RWTION9 NOTE C.V. AS NOTED rOR: WORLD DEVELOPMENT V'o` .R N4' 9 31 ®41 41ST AVENUE__ ._.___- cNeexea: 2 v ENq fER ' I 26 DEC 03 Recommenaea: MjWQZ ENGINE MB R .E. .58846 D DWG. N.. Revisions: D DATE A APPR, (SEE ABOVE) S IN THE UNINCORPORATED TERRITORY OF THE S SHEET To' E3:sH:T:s $: S 41ST AVENUE__ ._.___- PLAN SCALE 1 " =40' NOTE: NO SEWER LATERALS TO BE CONSTRUCTED IN DRIVEWAY AREAS. NOTE: NEW CONSTRUCTION TO BE PLUGGED UNTIL SEWER SYSTEM IS APPROVED FOR SERVICE. PLUG TO BE REMOVED IN PRESENCE OF DISTRICT INSPECTOR. THE LOCATION OF HOUSE LATERALS SHALL BE MARKED AS FOLLOWS: STREETS WITH CURBS: AN "S" SHALL BE CHISELED OR PERMANENTLY MARKED ON THE CURB AT THE LOCATION OF THE HOUSE LATERALS; AND - AN APPROPRIATE MID -RANGE OR FULL RANGE MAGNETIC MARKER MANUFACTURED BY 3M ELECTRICAL PRODUCTS DIVISION, SCOTCHMARK LOCATOR (EMS) OR EQUAL SHALL BE PLACED ONE FOOT BELOW THE � � ®� FINISHED GROUND SURFACE DIRECTLY ABOVE THE TERMINUS OF THE C c� T R U C T 1 " d C � �C M A IN LATERAL, IN AREAS WHERE THE FINISHED GROUND SURFACE IS �.� STA 8 +1G. 26 a a�1 �r 1w v a UNKNOWN THE MAR K ER SHALL B INSTALLED ALLED TWO FEET BELOW THE O PIUG mm T RAW ® ASSUMED FINISHED GROUND A: ! STA 8 +00.26 141ST AVE) = STA 4 +00,27 �® qvy 3 .. ,f STA 10 +00.00 (LAGUNA SECA) I MH NO 4 MN NO 5 SEE SHEET 3 OF 3 EX 18" WATER MAIN- STA 5 +80.58 BC °� e� ®� N 44 N 02 "W 1 43 03 ' 4�.- ® ® he 3p 75.74 �.� �,.� 5 45 27 20 FFF ®@ _0 N 89 0 18'39 "E �� �..� v 00 ® to v .. 1 NO so ® >. TA 7 +34.53 EC d =45 °56'0 _ � Ai �� f R= 192.00 - 2 3 1 80 3 �� �� (EX F L - 15 3 94 MH NO 2) a , ? . - .r T 81 3 -- — OWN ON DIST DWG NO 18360 B �.,t.. �. Aa a H ( STA 3 +55.00 41ST AVE= �- .....� �3., � � E _ m (EXACO) 55.00 41ST AVE) DIST DWG NO 18360 * BU ILT P �..,.. � 5 �� ` " -- CONTRACTOR TO REMOVE EX 61, CO "' > �L INSTAL] 48" OIA MANHOLE Z _ �._,�� 1�9 1 �� emu@ ' WATER MAIN UNDER DIRECT DISTRICT INSPECTION. EC 13 ' p �w c -� ;� MH NO 3 o GAR T P < m '� . r; Uq< EY. EP st C.V.W.D. DRAWING APPROVAL tiRTE PROP 8" VCP SEWER MAIN E EEa TRACT BOUNDARY Y ^� 26 DEC 0 3 UNDERGROUND SERVICE ALERT �N RCE 1 . i0 I6 pltlC. No. Y. q CALL TOLL FREE �Nr ".e °: 31042 B I�ORE }. / 6ENFRK pNVA<EP -tygff ENGINEER RCE. N". M4M O ® Revisions: � a DFTE 1 APCR. U 2 2 7 LAGUNA S COURT 4 1 A � � SCALE: 1" = 40' Boom SEE SHEET � 2 WORKING DAYS BEFORE YOU DIG 0 20 40 BO 120 160 NOTE: UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE _ SEAL — COUNTY COUNTY OF RIVERSIDE SEAL — ENGINEER WATSON 2 BENCHMARK: IN THE UNINCORPORATED TERRITORY OF SHEET NO:' WORK CONTAINED WITHIN THESE PLANS ALL UNDERGROUND UTILITIES OP. STRUCTURES REPORTED BY CONSTRUCTION CONTRACTOR AGREES THAT IN I & WATSON. MQ / THE COUNTY OF RIVERSIDE, CALIFORNIA THE OWNER OR OTHERS THOSE SHOWN ON RECORDS SHALL NOT COMMENCE UNTIL AN A T ACCORDANCE WITH GENERALLY ACCEPTED OFESS TRANSPORT DEPARTMENT P ION OFESS C+L'�7A7L9U IMPROVEMENT �J� RW�i6TT � �'+ AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR 7s -440 CORPORATE CENTER DRIVE, STE 107 ENCROACHMENT PERMIT AND /OR A EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION CONSTRUCTION PRACTICES, CONSTRUCTION 4P' IO,y Q P , 11V ``J II `V+ S SS SF L R IM R O M IV GRADING PERMIT HAS BEEN ISSUED CONTRACTOR WILL BE REQUIRED TO ASSUME ' ®V BY F. A < Q. Y, . j SOLE AND COMPLETE RESPONSIBILITY FOR JOB Q' Ar �T R � T "ACT 308 1 PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES SITE SAFETY OF ALL PERSONS AND PROPERTY; A QUINTA, CA. 92253 � �Q pT �Z �` -L� r Z THE PRIVATE ENGINEER SIGNING THESE TO ASSUME LIABILITY AND TO HOLD XISTENCE UNDERSIG OF HARMLESS THAT THIS REQUIREMENT SHALL BE MADE TO H ti O H PH: (760) 771 - 6237 FAX: 1760) 771 - 623B SEE SHEET ��gg qq gg-. p'! P PLANS i5 RESPONSIBLE FOR ASSURING FOR ANY QAMAGES RESULTING FROM EXISTENCE DF UNDERGROUND APPLY CONTINUOUSLY AND N0. BE LIMITEC TO c� y Z / ® ® ®� z m 4 1ST AVENUE THE ACCURACY AND ACCEPTABILITY OF UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NORMAL WORKING HOURS. AND CONSTRUCTION ¢ z m HA A. OT AN .C.E. NO. 33950 OATS ¢ �_ f m THE DESIGN HEREON. IN THE EVENT OF NOT INDICATED OR SHOWN ON THE RECORDS EXAMINED. THE CONTRACTOR FURTHER AGREES TO DEFEND, No. 33950 a ` No. 26662 z T - h - NO E�`�y - 0301 DISCREPANCIES ARISING AFTER COUNTY INDEMNIFY AND HOLD DESIGN PROFESSIONAL 6 �? EXP. 3 31 - 04�{g APPROVAL OR DURING CONSTRUCTION THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY HARMLESS FROM ANY AND ALL LIABILITY, REAL I EXP. 6 - 30 - 0 PRIVATE ENGINEER SHALL BE RESPONSIBLE MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN OR ALLEGED, IN CONNECTION WITH THE S A PORTION OF THE HE 1;4 AND THE SE 1/4 OF CIVI(- e� FOR THE DETERMINING AN ACCEPTABLE AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. PERFORMANCE OF WORK ON THE PROJECT, `S'T P P CIVIL' yP e-B SHTS. SOLUTION AND REVISING THE PLANS FOR IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY EXCEPTING LIABILITY ARISING FROM THE SOLE MARK BY .DATE r,,,,.,n e� I APPR DATE �TF r� _ �pP�y �U /a�-/ 9 TF 9F jFflp�' PREPARED BY: LLOYD W. WATSON R.C.E. N ®. 26662 SCALE: SECTION 7, T5S, R7E, SBM ®F APPROVAL BY T'RE COUNTY. THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERiJED NEGLIGENCC OF DESIGN PROFESSIONAL. REVISIONS �./r (;AL.i• RE ® MENDED DATE �A� G,/ � L z3o3 1 � -40 F WORLD DEVELOPMENT W COUNTY BEFORE STARTING WORK. ENGINEER COUNTY N DATE. FILE NO: _- .- ..__.- ..__.. #P# SEWER PLAN TR 30866 SHEET 2 — 004[0, 321 RE: 050 5503 18— Dec -03 10: 19 k01% 0 PLAN SCALE I " =40' NOTE: NO SEWER LATERALS TO BE CONSTRUCTED IN DRIVEWAY AREAS. NOTE: NEW CONSTRUCTION TO BE PLUGGED UNTIL SEWER SYSTEM IS APPROVED FOR SERVICE. PLUG TO BE REMOVED IN PRESENCE OF DISTRICT INSPECTOR. THE LOCATION OF HOUSE LATERALS SHALL BE MARKED AS FOLLOWS: STREETS WITH CURBS: AN "S" SHALL BE CHISELED OR PERMANENTLY MARKED ON THE CURB AT THE LOCATION OF THE HOUSE LATERALS; AND AN APPROPRIATE MID -RANGE OR FULL RANGE MAGNETIC MARKER MANUFACTURED BY 3M ELECTRICAL PRODUCTS DIVISION, SCOTCHMARK LOCATOR {EMS] OR EQUAL SHALL BE PLACED ONE FOOT BELOW THE FINISHED GROUND SERFACE DIRECTLY ABOVE THE TERMINUS OF THE LATERAL. IN AREAS WHERE THE FINISHED GROUND SURFACE IS UNKNOWN, THE MARKER SHALL BE INSTALLED TWO FEET BELOW THE ASSUMED FINISHED GROUND SURFACE. Revisions. w 26 DEC 03, DqG. N.. _ 31043 DATE APPR.