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914-GG 12/31/2001 Sewer Water Improvement Plans, Street Im Painted Desert Dr, New Arrowhead Dr, Des GENERAL NOTES TRACT NO , 5 87 _ 3 SEWER AND WATER QUANTITY ESTIMATE ak 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE DESCRIPTION QUANTITY PROPOSED WORK AREA, AND RELOCATION AND COST OF ALL EXISTING UTILITIES OTHER THAN THOSE WITHIN EXISTING CITY RIGHT-OF-WAY WATER INSTALLED UNDER FRANCHISE AGREEMENT OR PERMIT. 2. ALL WORK SHALL CONFORM WITH THE REQUIREMENTS OF THE 8" P.V.C. C-900 (CL 150) WATER MAIN 1,315 L.F. RIVERSIDE COUNTY ROAD IMPROVEMENT STANDARDS AND SPECIFICATIONS SEWER AND WAT R P AN AND SUBSEQUENT AMENDMENTS, DATED 9/16/88, CO. ORDINANCE NO. 461. LOCATOR WIRE 1,315 L.F. 3. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR 8"x 8"X 8" TEE 2 EA. TO APPLY TO- THE COUNTY OF RIVERSIDE PERMIT SECTIONS, FOR AN ENCROACHMENT PERMIT, FOR ALL WORK ON EXISTING CITY MAINTAINED 8" HUB ADAPTOR 3 EA. ROADS. 4. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE, (8" HxH) R.S.G. VALVE 2 EA. f"OR TO PAVING THE STREET SECTION INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: SEINER, WATER, ELECTRIC, GAS, AND DRAINAGE. (8" HxF) BUTTERFLY VALVE PER E.M.W.D. STD. B-577 3 EA. 5. ALL MATERIALS TESTING AND INSPECTION OF PIPE SHALL BE IN CONFORMITY WITH THE REQUIREMENTS OF RIVERSIDE COUNTY AND THE 6" FIRE HYDRANT ASSEMBLY PER E.M.W.D. STD. B-362 4 EA. AMERICAN WATER WORKS ASSOCIATION (A.W.W.A.) STANDARDS. t 1 INCH AIR VALVE & AIR RELEASE PER E.M.W.D. STD. B-598, TYPE "B" 1 EA: 6. FAILURE TO MEET ANY OF THE REQUIREMENTS OF RIVERSIDE COUNTY AND THE A.W.W.A. SPECIFICATIONS WILL BE CAUSE FOR REJECTION. TEMP. B.O. B-568 2 EA. 7. MN11MUM PIPE COVER FOR WATER LIE SHALL BE 48 INCHES. 8. ALL MATERIALS AND INSTALLATION SMALL CONFORM TO RIVERSIDE 1" WATER SERVICE & 5/8" METER PER E.M.W.D. STD. B-590, TYPE "B" 34 EA. COUNTY SU81DIVISION IMPROVEMENT ORDINANCE NO. 461.6-1988. 9. FOR SEPARATION REQUBREMENTS BETWEEN WATER AND SEWER LINES, BLUE RETROREFLECTIVE PAVEMENT MARKER 6 EA. REFER TO RIVERSIDE COUNTY STANDARD NO. 009-1988. 1" WATER SERVICE WITH NO METER PER E.M.W.D. STD. B-590A, TYPE "B" 2 EA. 10. *WMVER A WATER LINE ENCOUNTERS A STORM MAIN LINE OR OTHER OBSTRUCTION AND CROSSING OVER THE OBSTRUCTION WILL -POTABLESEWER RESULT IN LESS THAN 36 NICHES OF COVER OVER THE WATER LINE, ITEbdWD I � 1 1 ON S " WALL CROSS UNDER THE OBSTRUCTION (�•6 CLEAR). 8 SEWER MAIN LINE 1,227 L.F. 11. THE CONTRACTOR SHALL PLACE A BLUE RETROREFLECTIVE PAVEMENT MARKER AS 1. WATER PIPE LIB AND APPURTENANT CONSTRUCTION SHALL BE IN ACCORDANCE 1. CONTRACTOR SHALL NOTIFY RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT SEWER MANHOLE PER E.M.W.D. STD. SB-56 6 EA. SHOIMN ON THESE PLAINS TO INDICATE THE LOCATION OF FIRE HYDRANTS. PLACE WITH EMWM] STANDARDS AND SPECIFICATION. CONSTRUCTION SECTION AT (909) 275-6085 AT LEAST 48 HOURS IN MARKER AFTER FINAL LIFT OF PAVEMENT. 2. PRIOR TO CONSTRUCTION OF PIPELINE, CONTRACTOR SHALL EXPOSE ADWICE OF STARTING CONSTRUCTION. TERMINUS MANHOLE PER E.M.W.D. STD. SB-58 1 EA. EXISTING PIPELINE AT POINT OF CONNECTION TO VERIFY ELEVATION AND LOCATION. 2. CONTRACTOR 9 ALL NOTIFY APPROPRIATE UTILITIES 48 HOURS PRIOR TO 4" SEWER LATERIAL PER E.M.W.D. STD. SB-177 998 L.F. 3. ALL SERVICE CONNECTIONS SHALL BE 1" SERVICES X 5/8" METERS EXCWTION OR TRENCHING. UNLESS OTHERWISE NOTED; AND SHALL BE LOCATED AS SHOWN ON THE 4"x 8" SEWER WYE 36 EA. PLANS, ADJUSTED AS NECESSARY TO MISS DRIVEWAYS. SERVICES SHALL SO. C&F. GAS COMPANY VIA U.SA 1-800-227-2600 8" TEMPORARY PLUG 2 -fA: BE INSTALLED IN ACCORDANCE MATH STD. DWG. B-590, (TYPE "B"). $0. CAt.IF'. ED" COMPANY VIA U.SA 1-800-227-2600 EMWDSEWER 4. TEMPORARY BLOW-OFFS SHALL K INSTALLED IN ACCORDANCE NTH STD. DWG. B-568. TELEPHONE OWN COMPANY VIA U.S.A. 1-800-227-2600 SE FV NOTES CJ 5. AIR VALVES SHALL BE INSTALLED IN ACCORDANCE NTH STD. DWG. B-596, TYPE "B". 6. WATER SYSTEM PROFILE ELEVATIONS ARE TO CENTERLINE (CENTERGRADE) OF PIPE. FIELD WILE VI13gN VN U.S.A. 1-800-227-2600 1. SEWER SYSTEM CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE 7. FIRE HYDRANTS SHALL BE INSTALLED IN ACCORDANCE WITH STD. DWG. B-362 NTH EMW D S STANDARDS AND SPECIFICATIONS. (COLOR CODED GREEN). E.M.W.D. 928-3777 EX. 4830 2. GRAVITY SEWER PROFILE ELEVATIONS ARE TO FLOW LK (CONDUIT 8 JOINT RESTRAINERS, INSTEAD OF THRUST BLOCKS, SHALL BE USED ON ALL INVERT). MAIN LIE PIPE JOINTS WITHIN SPEWED LIMITS, AND ALL JOINTS OF WATER AM74WE COUNifY FLOOD CONTROL 909-955-1200 �k 3. CONTRACTOR HAS THE OPTION TO INSTALL PLASTIC OR VCP SEWERS, APPURTENANCES LATERALS OFF MAIN LINE, PER. STD. DWG. B-663. QUANTITIES SHOWN HEREON ARE FOR PERMIT AND/OR BONDING PURPOSES ONLY AND EXCEPT WHERE SPECIFICALLY DESIGNATED ON PLANS, PER EMWD STANDARDS 9. ALL PVC PIPE THROUGH 12 INCH SHALL BE TYPE C-900, CLASS 150 EXCEPT RIVERSIDE CDLWfY ROAD DEPARTMENT 909-955-6700 SHALL NOT BE USED FOR BIDDING. CONTRACTOR SHALL DETERMINE HIS OWN AND SPECIFICATIONS. WHERE NOTED OTHERWISE. ' PIPE SHALL CONFORM TO AWWA SPECIFICATIONS. QUANTITIES AND BID A COMPLETE JOB. 4. MALES SHALL BE CONSTRUCTED IN ACCORDANCE WITH STD. DWGS. SB-53, 10. INSTALL LOCATOR WIRE OVER WATER MAIN PER STD. DWG. B-656. SO-56, SO-50 AND SB-61, AS APPLICABLE. SEWER MAINS MAY BE LAID 11. FITTINGS FOR P.V.C. PIPE SHALL BE DUCTILE OR GRAY IRON. FITTINGS _ TOUGH MANHOLES AND USED AS A FORM FOR THE INVERT. MAINLINE SHALL BE FLANGED, EXXTED MECHMNCAL JOINTS, OR PUSH-ON JOINTS, - CLEAbUTS, WHERE CALLED FOR ON THE PLANS, SHALL BE CONSTRUCTED AND SHALL BE CEMENT MORTAR LINED AND TM (SEAL) COATED PER PRIVATE ENGINEERS N Q Tl C E TQ CONTRACTORS IN ACICORDANCE NTH SM. D AND 5. PRIOR TO CONSTRUCTION OF SEWER, CONTRACTOR SMALL EXPOSE 12. POLYETHYLENE ENCASEMENT: ALL DUCTILE OR GRAY IRON FITTIWS WATER FI ATI N EMTINC SEWER AND VERIFY ITS EXISTING ELEVATION AND LOCATION. SHALL BE POLYETHYLENE ENCASED AT THE TIME OF INSTALLATION PER THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON I CERTIFY THAT 1HE DESIGN OF THE WATER SYSTEM IN TRACT NO. 25287-3 THESE PLANS ARE OBTAINED BY A SEARCH TI AVAILABLE RECORDS AND TO THE BEST OF W CONNECTING TO EXISTING MANHOLES AND AN INLET STUB OF EMWD STANDARDS AND SPECIFICATION. IS IN ACCOIIf},ANCE WITH THE WATER SYSTEM EXPANSION PLANS OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. PROS SIZE EXISTS, NO ALTERATIONS SHALL BE MADE TO EXISTING THE EASTERN IAUNN(WITH WATER DISTRICT, AND THAT THE WATER THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT MMiMiOLE BASWE OR STUB EXCEPT AS SPEGENCA O AUTHORIZED . EMWD. SERVICE. STORAGE AND DISTRIBUTION SYSTEM WILL BE ADEQUATE TO THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE 6 SEAR LATERALS SMALL IO CONI F' WYEED IN ACCORDANCE WITH STD PROVIDE WATER TO SUCH TRACT. PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES DWG. !�@--177. LOCATIONS OF WY� A LATERALS, WHERE NOT - OR STRUCTURES. SN'i0�1 ON PLMNS, ARE TW3 BE DETERMINED IN THE FIELD PRIOR TO THIS CERTIFICATION DOES NOT CONSTITUTE A GUARANTEE THAT IT WILL WAIE'TERCOOSTRU UNI. TO MISS DRIVEWAYS. ALL LATERALS ARE TO BE 4" SUPPLY WATER TO SUCH TRACT AT ANY SPECIFIC QUANTITIES, FLOWS OR CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED DIANyETER UNLESS OTHERWISE THATSH0V E THE PLANS. PRESSURES FOR FIRE PROTECTION OR ANY OTHER PURPOSE. CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME 7. THE CONN1RJiCTnR � ADVISED THAT THE WORK ON THIS PROJECT MAY SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COARSE OF RESINVOLVE WtXWtNNIF OR IN A QED AIR SPACE. CONTRACTOR SHALL BE EASTERN MUNICIPAL WATER DISTRICT CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; CALP�lt NINL.E F CONFINED AIR SPACE ARTICLE 10N'l, TITLE 8 THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL W1I 4XIMMA ADMINISTRATIVE CODE. WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO, DEFEND, INDEMNIFY, 8. II MM►TER IS ENCOUNTERED, ALL Vq' PIPE SHALL' BE AND HOLD DESIGN PROFESSIONAL AND OWNER HARMLESS FROM ANY AND ALL LIABILITY, TREATED FOR ABSORPTION RESISTANCE PER EMWD'S SPECIFICATIONS. � t 9. ALL RE!�E 71AL LATERALS SHALL HAVE A CLEANOUT IN ACCORDANCE REAL OR ALLEGED, IN CONNECTION MATH THE PERFORMANCE OF WORK ON THIS PROJECT. BY: �'�� WITH DISTRICT STD. DWI' SB-52. CIVIL ENGINEER OF SUBDIVISIONS ATE THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES IN PLANS AND/OR 14. ALL PIPEZ4NE BEDDING TRENCH BACKFILL SHALL PER STD. DWG. SB-157,5'8-154L t so-ISO. FIELD CONDITIONS IMMEDIATELY TO THE DESIGN ENGINEER FOR RESOLUTION PRIOR TO - 1t. ALL SEW" INLETS AT THE MM 1OLE SHALL BE SUCH THAT ITS CROWN SHALL CONSTRUCTION, AND SHALL BE RESPONSIBLE FOR DISCRERANCIES NOT SO REPORTED AND � K LEVEL WITH THE CRO0 OF THE OUTLET PIPE, AT THEIR PROJECTIONS TO RESOLVED. 1HE MAN HOU CENTERLW. CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. y LOT LINE- -- LOT LINE y SEWER CERTIFICATION I I I h F� I CERTIFY THAT THE DESIGN OF THE SEWER SYSTEM IN TRACT NO. 25287-3 �1 5' � �10' (5' MIN.) � PROP. DRIVEWAY � IS IN ACCORDANCE WITH THE EASTERN MUNICIPAL WATER DISTRICT'S 7 SEWER SYSTEM MASTER PLAN AND T1E DISTRICT HAS PROGRAMMED - R/W -- - R/W r_ ADEQUATE CAPACITY TO TREAT THE WASTES FROM THE PROPOSED TRACT. SEWER WATER EASTERN MUNI�PAL WATER DISTRICT LATERAL SERVICE W W W W o �" a■Z® Mj �_ OF STREET 0 L BY: LL A. �I�►� � S S S S CIVIL ENGINEER OF SUBDIVISIONS bAlf (0' 3 ROAD TYP. SEWER LATERAL & WATER SERVICE LOCATION LLJ Z ti NOT TO SCALE w PROJECT LINDENS RG R RD. Q Under round Sys Al f SITE Coll: TOLL FREE o Q CL 1 -800 COUNTY OF RIVERSIDE, CALIFORNIA WATER SYSTEM TIME LIMITATION WATER / SEWER APPROVED BY: N IMPLEMENTING FACILITIES COUNTY OF RIVERSIDE, CALIFORNIA 227-2600 FIRE DEPARTMENT FIRE CERTIFICATION EASTERN MU OPAL WATER DISTRICT DEPARTMENT OF HEALTH m wmwc urs '` VICINITY MAP K>raeE Y� I Y: I CERTIFY THAT THE DESIGN OF THE WATER SYSTEM IS TR 25287-1 WATER & SEWER THE TIME LIMIT ON DRAWINGS APPROVAL SHALL BE SIX 6 MONTHS CIVIL ENGINEER OF SUBDIVISIONS Wt VELOM DE I K�r,90MA^k. IN ACCORDANCE WITH THE REQUIREMENTS PRESCRIBED D-20097, D-20098 FROM THE DATE ON THE CERTIFICATION. IF CONSTRUCTION HAS INITAL DATE /�PPR NOT TO SCALE BY THE RIVERSIDE COUNTY FIRE DEPARTMENTmomiss . NOT COMMENCED WITHIN STATED TIME, EMWD REQUIRES DRAWINGS EM. ` t SECTION 36, TOWNSHIP 5 SOUTH, FOR Fes, RIVERSIDE COUNTY CA. TO BE REVIEWED BY THE DEVELOPER/DESIGN ENGINEER FOR APPROVALS FOR HEALTH DE ENT, RIVERSIDE COUNTY CA RANGE 3 WEST LWTUWIzmk 1 5 EAST GAI,�E_ AVENUE, SUITE 205 POSSIBLE CHANGES IN MASTER PLANNED SIZING AND CHANGES IN i"TY OF 1NDU CA 748 DATE �l �9 . SC•�a-�`---- : 7-/5-98 SPECIFICATIONS AND STANDARDS. ' '' PRESSURE ZONE 1627 626 912-0123 • FAX: 626 912-7045 [Rg1CH;ARD A". SCIANNI R.C. . swat. oroa►nc�s __ DATE /5 I.D. 13 & U-1 SEAL-COUNTY coutm or ww" SEAL-ENGINEER CSL ENGINEERING, INC. BENCHMARK: TRACT 25287 - 3 S.A. 33 THESE 41 WORK CONTAINED wlr I Zmp/ S o NqTRANSPORTATION DEPARTMENT QR ti .1'. ss-32o NOT C AN OFESS/0 OFESS/ BEEN ISSUED. �� p l` oT !� ��0 A. ql 11651 STERLING AVENUE SUITE E RIV. CO. B.M. M-14-63 IN THE TEE 4, APPROVED BY: F RIVERSIDE, CALIFORNIA 9s2503 INTERSECTION OF NEWPORT RD. & COUNTY OF RIVERSIDE C.O. THE PN9htATE SIONNG 1'NESE PLANS B �ONSWIE hOR c� x ;�� ZZ (909) 785-5122 * FAX (909) 785-5180 LINDENBERGER RD. AT 1" IRON PIPE & TAG _ AWN 1HE AWJtACI'NO 440TAKM OF X OEM N NeIfiIL , � Ex 3339� 02 � � � / �. 25917 ; MARKED COUNTY SURVEYOR IN CAP WELL NON. SEWER AND WATER PLAN AND PROFILE o ° 1�OF 4 28 IN THE EVENT OF DE9 I1EPN ES AMN AWFWEII CUM APPROVAL # P / / yt ! p S � Expo 12/31/01 OR "ING CONNSTRU1CTi0N, THE PRIVATE ENgIEER SINALL BE J'j �. DATEs r PREPARED ffY: R.C.E. N0. . 117 1 ELEV.- 1425.152 _ TITLE SHEET ,q REWMIS,E FOR DETN�U MI6 AN ACCEPTABLE SOLUTION AND MARK SY DATE APPR. DATE -! , Ci1fl e;►.K�iJC-EfLi�1Cs a 27��$ 11�. ClVll ? SCALE: NONE � 1K PL,MB FOR APPIKW BY TNIE COUNTY. REVISIONS T OIL CAUL OF CAttF Q S' DATE. a-49-98 FOR: W.O. POLWTYMEN ED DATE H: V: FILE I, s(; a - JN473/6-15-98/473SW1.D G/S:41 TRACT NO . 5 87 3 rot?, \ WAT R AND S W R P ANS 39 40 \ EXISTING WATER LINE PER D 9 09INDEX MAP _ 38 F.H. � A.V. 41 ` / 37 42 54 PROP. 1 r SEWER LINE PER SD-14421 36 � 43 �� \ 35 U ' 44 �� \ / W \ �►� 2 F.H. 34 45 �� 3 F.H. / ` \ 5JI 33 J.32 7 7 6 % 53 F.H. .�_ — _.._ — A p �-� V. 8 R OR- 31 52 fS 10 55 b 1- 0 2 51 l 11 0. 50 _ A.V. 1 H. B 0. ✓�� 30 3 49 F.H. 12 26 � 48 r J r 13 r�r F�,-�., 1" �. 1�f 1 23 24 if ` 29 ' 4 47 \ 14 15 16 17 18 19 20 21 22 OR ,. F.H. / �� 46 F.H. ,/ ry , (.- 45 ERT F.H T RA E .� 21 7rtrw 5 44 28 A.V. F.H. 0 43 , '�,, �' .,.;.1' -- 22 V.C.P. 27 H i 6 1 42 , 41 27 M.H. 7 f 19 a' SEWER 26 � PROP. 36 35 34 28 , ?3 = U 7 PER 2°o9�6 40 37 33 32 31 30 29 ° T1 S 7r► 25 0 24 18 rl _'I �� --,I F 8 �' wa►�. 39 /� 8" P.V.C. WATER r J 1 JF� . I r�,-�., r _.��3/ PER D-MM 38 3 4 T 10'r(55, MIN 2 8 — 2 5 F.H. < 17 24 U 9 , `�' ) ) 30 29 27 26 B.O. I JOIN PROP. Ir P.V.C. 3 23 F.HF�E JOIN PROP. !r SEWER F.H. 33 32 10 , 1 F.H. 8' P.V.C. WATER VIM 22 M•H! I DESERT JEWEL A, • pit VE.�- DRIVE e•o• 2 , 14t 5 21 12 16 e' R , 10 1 1 12 13 - r -- - 3 , 7 9 20 � � � 5 6 8 � . 13 a' sm 4 - 19 14 SJJ rrl FINGER Jr' FUTURE GOLF' .�JJRSr F.H. _ Ir SEVU .H. 18 15 M 1 7 16ap AY 20' DRAINAGE EASEMENT A D B R E M A TI O N S B.O. INDEX MAP AR-AIR RELEASE AV-AIR VACUUM BF-BLIND FLANGE BFV-BUTTERFLY VALVE WATER LEGEND - BOSD-BOTTOM OF STORM DRAIN SEWER LEGEND BOW BOTTOM OF WATER LINE WATERLINE (SIZE AND TYPE NOTED) BRPM-BLUE RETROREFLECTIVE PAVEMENT MARKER EXISTING OR PROPOSED WATERLINE (SIZE AND TYPE NOTED) SCALE: 1" = 100' CAV-COMBINATION AIR VALVE MANHOLE (SB-56) CG-CENTER GRADE FLANGE (F) TYPE END CML do C—CEMENT MORTAR—LINED AND COATED STEEL PIPE (CLASS 150 UNLESS OTHERWISE NOTED) SEWER MAIN AND LATERALS (SIZE NOTED) _+- 1. HUB (H) TYPE END 0 50, 160, 200' 300' 400' CO-CLEANOUT -11---- EXISTING OR PROPOSED MANHOLE A TEE (F x F x F) CS-CORPORATION STOP I CV-CHECK VALVE ----�-- EXISTING OR PROPOSED SEWER MAIN AND LATERALS -}`�' BEND (H x H) EP-EDGE OF PAVEMENT (SIZE NOTED) FIRE HYDRANT (1-2 1/2', 1-4) [PER STD. B-362 (GREEN)] F-FLANGE TERMINUS MANHOLE (SB FH-FIRE HYDRANT-58) GV-GATE VALVE �— BLOW-OFF [TEMPORARY B-5681 H.D.C.-HIGH DEFLECTION COUPLINGS END OF SEWER LINE (PLUGGED) �— AIR VALVE [A.V. do A.R. PER STD. B-598 (TYPE 'B')] H-HUB CLEANOUT (SB-52)Underground Service Alert 4*4 HPI-HORIZONTAL POINT OF INTERSECTION BFV - BUTTERFLY VALVE (F x H) HPI MANHOLE Call: TOLL FREE � RSGV — RESILIENT SEAT GATE VALVE (H x H) PROP.—PROPOSED 1 -800 WATER / SEWER APPROVED BY: 31 F x H ADAPTER RSGV-RESILIENT SEAT GATE VALVE COUNTY OF RIVERSIDE, • R W RIGHT OF WAY CALIFORNIA 1 METER SERVICE CONNECTION [ 1 COPPER TUBING / - 42 -4133 EAST RN MU ICIP L WATER DISTRICT • - , DEPARTMENT OF HEALTH W/ 5/8' METER PER B-590, TYPE B'] RW-RECLAIMED WATER LINE (CLASS 150 UNLESS OTHERWISE NOTED). SD-STORM DRAIN I TWO ORE YOU 1' SERVICE CONNECTION 1' COPPER TUBING STL-STEEL AFORE YOU DIG CIVIL ENGINEER OF S BDMSI�IS DATE APPROVED �, O-- WITH NO 5/g' METER PER B-590A, TYPE "B'] OWNER / ELOPER INrrAL �� TOS-TOP OF SEWER LINE sE� BROTI�RS DiYERSi�D, IHC. � °�• VPI-VERTICAL POINT OF INTERSECTION 18645 EAST GALE AVENUE, SUITE 205 APPROVALS �— FOR HEALTH DEPARTMENT, RIVERSIDE COUNTY CA - W OR W.L.-POTABLE WATER LINE (CLASS 150 UNLESS OTHERWISE NOTED). Of INDUSTRY, CA 91748 W"t• OPEMMONs I.D. 13 do U-1 626 912-0123 * FAX: 626 912-7045 SWR. OPEIYITM DATE c r W FW CONTAINED WITHIN THESE PLANS SEAL-COUNTY SEAL-ENGINEER QSL ENGINEE NG, INC. TRACT 25287 3COUNTY OF RNERMBENCH MARK: _ S.A. 33 41 WF'P%E T COMMENCE UNTIL AN QRoFES TRANSPORTATION DEPARTMENT aF�ss� �/ r W.O. 98-3 IT HAS PERMIT E ND ISSUED. ��p A o � !� 1 1651 STERLING AVENUE, SUITE E RIV. CO. B.M. M-14-63 NV THE TEE COUNTY U N T 1 0 r k, F APPROVED BY: i c^ RFVERSIDE, CALIFORNIA 92503 INTERSECTION OF NEWPORT RD. rk RIVERSIDE ' S '* (909) 785-5122 * FAX (909) 785-5180 L iBOM RD. AT 1' IRON PIPE rlC TAG TIE PRIVAff EN6NEER S THESf PLANS Is RESPONSIBLE FOR Y - SEWER AND WATER PLAN AND PRE' — MW X ACI tAIrl'A10 AOOFPTMM OF THE DESI6N IN HEREON. CC 33950 � `$� NO. 25917 MARKED COUNTY SURVEYOR I� CAP WELL MON. N 1FE E"T OF DE9g1EPAMCES ARk5N16 AFTER COUNTY APPROVAL * Exp. 6/30/02 9 * Exp. 12/31/01 �0 OR MM (XIIIM511�lC", M PNVATE ENONE€R SHALL BE _ .!'j ��. DAT J'j, ! R.C.E. N10. * * ELEV.- 1425.152 INDEX MAP E FOR �G AN ACCEPTABLE SOLUTION AND �"�' �' DATE APPR. DATE �l . CIVI E�1Cs�h1�21�.ICs 8 27�°I� 9' . CIYi� SCALE: REd= Af PLANS FOR APMVAI BY TIC COUNTY. EIGtNEER REVISIONS COUNTY OF, CA1.� � CAL1 DAIS: to-1-9- 3S EN ED DATE H: 100 V: FOR: W.O. 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VERT. 1 "=4'11 +00 12+00 13+00 14+00 15+00 16+00 16+00 17+00 18+00 19+00 i INT. STA. 15+34.60 NEW ARROWHEAD DRIVE STA. 16+72.10 - Shk 27+46.34 PAINTED DESERT DRIVE INSTALL TEMP. B.O. (13-=,00%STA. 12+70.00 1- A.V. A.R. (B-598, wBw) So P.V.C. C-90k CL 150 TEMP. PLUG TO BE STA. 16+82.10 WATERLINE 13' S'LY OF REMOVED & JOIN PROP. effi V.C.P. Sm STA. 13+54.63 Ir SEWER 8 R.S.G.V.8" SEWER PER D-20097 VAFNES NPLY OF t M.H. NO. 7 Go N*LY 5.93' N'LY OF UTU 6' N'LY OF STA. 15+40.60 INT. STA. 12+05.00 NEW ARROWHEAD DRIVE C) OR STA. 17+73.46 DESERT TERIME DRIVE STA. 27+52.34 19 17 1 610 q M.H. NO. 5 20 18 30, 6' N'LY OF Cj STA. 18+17.84 0 21 20' HYDRANT OR 6' FIRE OR STA. 18+74.29 - PER STD. B-362 = STA. 20+25.20 R/W 1-8" FLG'D TEE C. 1 R/W 15 1-8" FxH B.F.V. 8 12.3.1 2-8" FxH ADAPAd (N,S) Lm 34.97' 45.00' wi RESTRAINED JOINTS 4A 0 A 90'E C14 _j BRPM INT. STA. 18+61.00 DESERT JEWEL DRIVE Fowl U 1 -------------------D N �4gl4s" STA. 20+38.79 PAINTED DESERT DRIVE 141 F N &D STA. 16+62.10 N4639t3 W L ict-a mr A Im 14 STA. 18+55.06 INSTALL TEMP. STA. 20+44.68 8" SEWER PLUG 6' E'LY OF 'i-34.36' \�;31. 79 58.00' 45.00R e �j >_ L=78.9of 6' E'LY OF QL-I L R/W 1 -BRPM _1A (D R/W �STA. 15+21.60 �io "I I 0 SCALE: 1 40' ! I �'+ 8m SEWER BRPM!!!� T�A217��33.34�� 6' NLY OF 4/7j - [ 1-8" FLG'D TEE PZ co 2-8n FxH B.F.V. S it 13 12 LA '4 b �0- io, go, 120' 190. L6 1-80 FxH ADAPT9 RESTRAIWD JOINTS STA. 17+52.12 TYPICAL FOR ALL TEES OUTSIDE Of MAIN-LINE q M.H. NO'. 2 33 6 22 23 24 25 JOINT RESTRAINT LIMITS- 6' E'LY ofq CURVE DATA IN ADDITION TO RESTRAINING JOINTS ON 0 DELTA RADIUS LENGTH TANGENT STA. 12+60.00 PAINTED DESERT BRANCH SIX OF TEE, RES-MAIN BOTH 80 SEWER PAINTED DESERT PLUG TO BE REMOVED DRIVE RUN-SIDE JOINTS AND INSTALL A FULL I DRIVE A 14*59'1 3 400.00' 104.63' 52.61' & JOIN PROP. 8" WATER CH SIDE OF VARIES N LY OF DESERT TERRACE PER D-20097. TEE RUN (W14ERE POSSIBLE). S B 26*08'09" 300.00' 136.85' 69.64' DRIVE STA. 14+88.60 28*02'44" 287.00' 140.48' 71.68' Underground Service Aleri 80 P.V.C. C-900 CL 150 6' FIRE HYDRANT 17*1 1'29" 306.00' 91.81' 46.25' T T - 2- 8-- -7--1 WATERLINE 13' SLY OF q PER STD. B-362 9*50'0921 500.00' 85.83' 43.02' 1 -800 WA ED BY: 13*33'16" 387.00' 91.55' 45.99' 227-2600 EASTERN MUNI IPAL WATER DISTRICT IVERSIDE, CAUFORNIA TWO W01WING DAYS V�� j - "_ (e isol DEPARTMENT OF HEALTH N W ARROWH AD KFO*E YOU CIVIL ENGINEER OF SUBDIVISIONS DATE'Deffi.OIRER Nam- I DAM APPRMD 13Y:on. C4261 sm W" Amwvms FOR HEALTH DPWMW, RIVERSIDE COUNTY CA. DRIV 1 EAST AVENUE, S 205 DRIV OF �A 9 748 912- 1 3 FAX: (626) 912-7045 "L Opuwww I 11 DATE I.D. 13 & U-1 SEAL-COUNTY COLWff OF RrVERM SEAL-ENGINEER BENCHMARK: S.A. 33/41 WORK CONTAINED WITHIN THESE PLANS CSL ENGINEERING, INC. NOT COMM*NCE UNTIL AN FES r-a,)/ RMIT AND/OR A V TRANSPORTATION DEPARTMENT �ol NUE, SUITE E RIV. CO. B.M. M-14-63 IN THE TEE W.0. 98-320 HAS BEEN IIS!WED. APPROVED BY. RIVERSIDE, CALIFORNIA 92503 INTERSECTION OF NEWPORT RD. & COUNTY OF RIVERSIDE C.O. X MWX 040M SOW THU RAIS IS 1111MUISIM FOR (909) 785-5122 FAX (909) 785-5180 UNDENBERal? FM. AT 1 P IRON PK & TAG COORD. 23-B-26 A� X AMRWY NO ACCEPTARRY OF X K= N NWOK 339510 MAKED COU14TY SURVEYN IN CAP Ci MM. SEWER AND WATER PLAN AND PROFILE No. 25917 SHIM 4 OF 4 N TdE EYDIT OF OWeNM ARM AFlElt COMITY AIMW Exp. 6/30/02 Exp. 12/31/01 Olt MAW CONS1RUCT10K THE PRIVATE DMM SHALL BE _p L)0 k1k,T BY.. R.C.E. NO. 2�RJZ NEW ARROWHEAD DRIVE AND DESERT JEWEL DMVE 4 4 4--NEYKKW FOR I)EMIRM M ACCEPTAaf SOW101 NO MARK BY DA APPR.1 7 (EXP. 12/31/01) ID- Z06" RMSIONS Of' C 8 L-2-7 ht SCALE: . FOR:' W.O. C_0UNV WYM X RAIS FGt AIMK BY 7W CMXTY COUNTY ItEeOWENDtI3 DATE OF CA�_ RICHAR DATE. H: 40 V: 4 A. SCIANNI FILE NO 73SW4.DW GENERAL NOTES CONSTRUCTION NOTES & QUANTITY ESTIMATES* 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA, TRACT NO * 5 87 3 ITEM DESCRIPTION QUANTITY AND RELOCATION COSTS OF ALL EXISTING UTILITIES. PERMITTEE MUST INFORM THE COUNTY OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION. D CONSTRUCT TYPE "A-6" CURB & GUTTER PER STANDARD NO. 200 (6"C.F.) 2,389 L.F. PHONE (909) 955-6885. O CONSTRUCT X-GUTTER & SPANDREL PER STD. NOS. 209 & 209A (W=10') 816 S.F. 2. THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO COUNTY STANDARD NO. 816. AND PER DETAIL HEREON 3. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RIVERSIDE COUNTY TRANSPORTATION STR T IMPROV X.1O3 CONSTRUCT ACCESS RAMP PER STD. NO. 403 288 S.F. DEPARTMENT IMPROVEMENT STANDARDS AND SPECIFICATIONS, LATEST EDITION, COUNTY ORDINANCE NO. 461 AND SUBSEQUENT AMENDMENTS. O4 CONSTRUCT SIDEWALK PER STD. NOS. 400 & 401. (W=6') 8,009 S.F. 4. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO NOTIFY THE ENGINEER TO INSTALL 5 CONSTRUCT 0.25' A.C. PAVEMENT OVER 0.75' A.B. (CLASS II) 46,937 S.F. STREET CENTERLINE MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE NO. 461. A PORTION OF MENIFEE VILLAGE II 6 APPLY ASPHALTIC EMULSION 0.03 GAL/SY PAINT BINDER AND 1 T 5. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER OR CONTRACTOR TO APPLY TO THE O 0.05 GAS/SY (FOG SEAL). ON RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT, PERMIT SECTION, FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN PUBLIC RIGHT-OF-WAY, DEDICATED AND ACCEPTED FOR PUBLIC O CONSTRUCT DRIVEWAY APPROACHES PER STD. 207. 5,610 S.F. USE; AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL 8 CONSTRUCT TYPE "D" CURB PER STANDARD NO. 204 (6" C.F.) 72 L.F. REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THIS PROJECT. ADDITONAL STUDIES O AND/OR PERMITS MAY BE REQUIRED. 39 INSTALL STREET LIGHTS PER RIVERSIDE COUNTY STD. NO..1000 OV004&160) 6. ALL UNDERGROUND FACILITIES WITH LATERALS, SHALL BE IN PLACE PRIOR TO PAVING THE STREET, 37 38 40 41 42 OO AND PER COUNTY APPROVED STREET LIGHT PLAN. 55NG9TTl.P.5Y RMOZ&- 7 EA. INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS, STORM DRAINS. 10 REMOVE EXISTING BARRICADE 2 EA. � 7. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS SHALL BE TAKEN AFTER ROUGH 11 INSTALL STREET NAME SIGN PER STD. NO. 816 2 EA. GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. USE STANDARD NO. 401 IF 36 43 EXPANSIVE SOILS ARE REQUIRED. 35 GQ� 4t 12/ �c�c INSTALL CLUSTER MAIL BOX PER STD. NO. 812 N/A 8. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN DAYS 44 2 N 34 3 FOLLOWING PLACEMENT OF THE ASPHALT SURFACING AND SHALL BE APPLIED AT A RATE OF 45 4 F � 13 INSTALL STREET TREES PER ORDINANCE N0. 460.53 42 EA. 0.05 GALLON/SQUARE YARD. ASPHALTIC EMULSION SHALL CONFORM TO SECTIONS 37, 39, 5 UTILITY TRENCH. (REFER TO STD. 817 & 818) 2,500 L.F. AND 94 OF THE STATE STANDARD SPECIFICATIONS. 33 1 6 t p► 53 ' 7 �` R 0 `:� 15 INSTALL 2"x 6" REDWOOD HEADER 80 L.F. 9. INSTALL STREET TREES IN ACCORDANCE WITH ORDINANCE NO. 460 AND 499. 32 1 52 `� 8 - 16 INSTALL BARRICADE PER STD. NO. 810 80 L.F. LIST OF SPECIES: 31 2 51 50 9 10 11 2� --._ _ '"r! % ^ % a. MAGNOLIA GRANDIFLORA - SOUTHERN MAGNOLIA 30 3 49 �`' T ;' 13 1 2� 26 f b. BRACHYCHITON POPULNEUS - BOTTLE TREE 4 4g 47 14 15 16 17 18 19 20 211I 22 23 24 c. PISTACIA CHINENISIS CHINESE PISTACHE 29 46 , \ SEE r f �3 � R 2 SHEET 3 ✓� INSTALLED IN ACCORDANCE WITH THE APPROVED STREET LIGHTING 45�44 10. STREET LIGHTS SHALL BE 43 22 20 _ F, - \ 20 INSTALL 39 RCP STORM DRAIN (1550 D) 200 L.F. PLAN. 27 6 42 J\y .= >' e r4r J j��lj 11. CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND CONSTRUCTED 41 36 35 341 I I 1 2g�27 23 19 21 INSTALL 30" RCP STORM DRAIN (1550 D) 41 L.F. ACCORDING TO COUNTY STANDARD N0. 206 AND/OR N0. 207, AS DIRECTED IN THE FIELD. 26 7 40 37� 33 32 131 30 29 1 18 GFS 24 S 22 CONSTRUCT 14' WIDE CATCH BASIN PER STANDARD N0. 300 2' EA. N PARKWAY TREES MAY BE INSTALLED WITHIN 25 8 39 � 34 pgh 12. ONLY LANDSCAPING CONSISTING OF GRASS AND PARKWAYS ON LOCAL RESIDENTIAL STREETS WITHOUT SEPARATE LANDSCAPE PLANS. ALL 24 j-'N ,/\]�IVF ��AC�?" 2j2�/ GFS 38 33 32 31 30 29 28 27 26 25 17 4'�Q1o.`I' 23 CONSTRUCT LOCAL DEPRESSION PER STANDARD N0. 311 212 S.F. OTHER TYPES OF LANDSCAPING IN THESE AREAS, AND ALL LANDSCAPING ON ALL OTHER � FS STREETS SHALL REQUIRE SEPARATE LANDSCAPE PLANS. ALL LANDSCAPING ENCROACHMENTS 23 10 ��6 p 1 �'• f �R 24 CONSTRUCT CONCRETE HEADWALL PER DETAIL HEREON 1 EA. SHALL CONFORM TO RIVERSIDE COUNTY "STANDARDS RELATING TO THE ADMINISTRATION 22 115 11 Q,�pO �10 OF LANDSCAPE ENCROACHMENTS" DATED JUNE, 1990. 21 Im 41p' 2 12 13 14 15 16 25 PLACE 5' X 5' X 1' RIP RAP (6" MIN.) 2 TONS 13. ANY PRIVATE DRAINAGE FACILITIES SHOWN ON THESE PLANS ARE FOR INFORMATION ONLY. 20 V 12 DESERT JEWEL 3 4 5 6 7 8 9 10 11 O BY SIGNING THESE IMPROVEMENT PLANS, NO REVIEW OR APPROVAL OF THOSE PRIVATE 13 DRIVE O FACILITIES IS IMPLIED OR INTENDED BY THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT. 19 14 SEE SHEET 3 14. AS DETERMINED BY THE TRANSPORTATION DIRECTOR, THE DEVELOPER IS RESPONSIBLE AS A MINIMUM FOR ROAD IMPROVEMENTS TO CENTERLINE, AND MAY BE REQUIRED TO RECONSTRUCT 17 16 tK EXISTING PAVEMENT, INCLUDING BASE, AND MATCHING OVERLAY REQUIRED TO MEET THE STORM DRAIN 5q,- GF STRUCTURAL STANDARDS FOR THE CURRENT ASSIGNED TRAFFIC INDEX. SEE SHEET 4 p' �°c INDEX MAP NOTE: * QUANTITIES SHOWN HEREON ARE FOR PERMIT AND/OR BONDING PURPOSES ONLY AND ,� �, ,�� r., ,gyp� SHALL NOT BE USED FOR BIDDING. CONTRACTOR SHALL DETERMINE HIS OWN 15. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR DEVELOPER TO INSTALL AND ,_rai1�!s 628- 6 ACCESS TO THIS TRACT IS PROVIDED QUANTITIES AND BID A COMPLETE JOB. MAINTAIN ALL CONSTRUCTION, REGULATORY, GUIDE AND WARNING SIGNS WITHIN THE BY TRACT 25287-1 STREET PLANS. PROJECT LIMITS AND ITS SURROUNDINGS TO PROVIDE SAFE PASSAGE FOR THE TRAVELING Z ** POST OFFICE TO DETERMINE EXACT LOCATION IN FIELD PUBLIC AND WORKERS UNTIL THE FINAL COMPLETION AND ACCEPTANCE OF THE PROJECT NOTE: NOTE: ALL STANDARDS ARE PER RIVERSIDE COUNTY UNLESS OTHERWISE NOTED. BY THE COUNTY. WORK CONTAINED WITHIN THESE PLANS SHALL NOT SCALE: 1 = 200' QUANTITY FOR THIS ITEM ASSUMES ALL DRIVEWAY WIDTHS TO BE 26' WIDE. 16. AFTER OCTOBER 1, 1992, CONSTRUCTION PROJECTS THAT DISTURB MORE THAN FIVE ACRES MUST COMMENCE UNTIL AN ENCROACHMENT PERMIT OBTAIN A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT. OWNERS/ AND/OR GRADING PERMIT HAS BEEN ISSUED I m M P DEVELOPERS ARE REQUIRED TO FILE A NOTICE OF INTENT (NOI) WITH THE STATE WATER RESOURCES 0 160' 260' 460' 660' 860' � ��F.�� CONTROL BOARD (SWRCB) AND PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) PRIVATE ENGINEERS NOTICE TO CONTRACTORS AND MONITORING PLAN FOR THE SITE. `L1' PLANTING NOTES THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON D <�� THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS AND TO THE BEST OF �� OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. ALL STREET TREES SHALL BE LOCATED WITHIN STREET RIGHT-OF-WAY, 1' FROM -v THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT PROPERTY LINE AND A MINIMUM OF 4' FROM SIDEWALK OR CURB. THROUGH STREET 10' "TEE" STREET o �Z� THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE 5' 5' ao �� PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES IN LOCATIONS WHERE PARKWAY IS TOO NARROW TO MEET THE ABOVE REQUIREMENTS, OR STRUCTURES. STREET TREES MAY BE PLANTED A MINIMUM OF 1' INSIDE PRIVATE PROPERTY. 0.08' 0 16' 0.11' 0.08' 0.03' Q.C. LIP �'LEVEL LINE 0 13' 0.08' 0.03' A.C. LIP CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED APPROXIMATE STREET TREE LOCATION. NO STREET TREES SHALL BE - I _ LINE PLANTED WITHIN 10' OF DRIVEWAYS OR CORNER CUT BACKS. a ee zROAD LEVEL CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME " a 6" Z yy o SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF MINIMUM SIZE OF STREET TREES TO BE PLANTED IS 15 GALLONS, OR 1 DIAMETER 5 n <.. 5 'G7, a �i CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; STEM SIZE. SEE STAKING INSTRUCTIONS. PROJECT F :2 > THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL 2 SITE LINDENBERGER RD w Q WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO, DEFEND, INDEMNIFY, APPROVED SPECIES: Z AND HOLD DESIGN PROFESSIONAL AND OWNER HARMLESS FROM ANY AND ALL LIABILITY, a. MAGNOLIA GRANDIFLORA - SOUTHERN MAGNOLIA CROSS GUTTER DETAIL < REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. b. BRACHYCHITON POPULNEUS - BOTTLE TREE c. PISTACIA CHINENISIS - CHINESE PISTACHE � PER R I V. CO. STD. NO. 209-A MODIFIED 2 VICINITY MAP THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES IN PLANS AND/OR NOT TO SCALE FIELD CONDITIONS IMMEDIATELY TO THE DESIGN ENGINEER FOR RESOLUTION PRIOR TO NOTIFICATIONS NOT TO SCALE CONSTRUCTION, AND SHALL BE RESPONSIBLE FOR DISCREPANCIES NOT SO REPORTED AND SECTION 36, TOWNSHIP 5 SOUTH, RESOLVED. RANGE 3 WEST 1. CONTRACTOR SHALL NOTIFY RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR CONSTRUCTION SECTION AT (909) 275-6885 AT LEAST 48 HOURS IN 3' 3.25' 3' LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE ADVANCE OF STARTING CONSTRUCTION. PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. 2. CONTRACTOR SHALL NOTIFY APPROPRIATE UTILITIES 48 HOURS PRIOR TO 1" CHAMFER 1" CHAMFER EXCAVATION OR TRENCHING. R/W R/W SO. CALIF. GAS COMPANY VIA U.S.A. 1-800-422-4133 60 8" 1' CHAMFER SO, CALIF. EDISON COMPANY VIA U.S.A. 1-800-422-4133 40' S 6" 127 GENERAL TELEPHONE EDISON COMPANY VIA U.S.A. 1-800-422-4133 4' 6' 20' 20' 6' 4' �� EACH® �' K� Q EACH WAY FIELD CABLE VISION VIA U.S.A. 1-800-422-4133 p0� g� OO E.M.W.D. 909-928-3777 2% '�`�,. 1.7% °�' O 2% RIVERSIDE COUNTY FLOOD CONTROL 909-955-1200 4 4 FFINISH GRADE 1 5 1 � FNISH GRADE Underground Service Alert FORE TYPICAL STREET SECTION M BE roG Call: TOLL FREE 1 -800 PER RIV. CO. STD. NO. 104-A 227-2600 NOT TO SCALE » #4 ® 12" A EACH WAY TWO WORKING DAYS DESERT JEWEL DRIVE STA. 16+82.10 TO STA. 18+61 .00 BEFORE YOU DIG NEW ARR DESERT DRIVE STA. 12+50.00 TO STA. 15+34.60 DRIVE STA. 19 99.55 TO STA. 28+80.02 CON C. HEADWALL DETAIL SECTION "A-A" OWNER / DEVELOPER 24 SEVEN DIAMOND BROTHERS, DIVERSIFIED, INC. T.I. = 5.5, PRELIMINARY R-VALUE = 20 NOT TO SCALE NOT TO SCALE 18645 EAST GALE AVENUE, SUITE 205 69 INDUSTRY, (62 ) 12D23 * FAX: 912-7045 NOTE: SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER CSL ENGINEERING, INC . BENCHMARK: TRACT 25287 - 3 SHEET NO. WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN QROFESS/pN QROFESS/0 TRANSPORTATION DEPARTMENT 11651 STERLING _ ENCROACHMENT PERMIT AND/OR A ��p A ory�F ��`�P`�� A' S�q�F RIVERSIDE, CALIFORNIA U92503TE E OF NEWPORT RD.1& LINDENBERG RERD.�A 1" COUNTY COUNTY O F RIVERSIDE 1 GRADING PERMIT HAS BEEN ISSUED. �� APPROVED BY: �� 9y� (909) 785-5122 * FAX (909) 785-5180 IRON PIPE & TAG MARKED COUNTY IN CAP WELL MON. SCHEDULE "A" THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR W Y m W � rri ASSURING THE ACCURACY AND ACCEPTABILITY of THE DESIGN IN HEREON. of 33950 _2 STREET IMPROVEMENT PLANS IN THE EVENT OF DESCREPANCIES ARISING AFTER COUNTY APPROVAL * Exp. 6/30/02 * Q * Exp. 12/31/01 * ELEV.= 1425.152 TITLE SHEET s DATE ,n PREPARED BY: R.C.E. N0. 25917 OF 4' SHTS OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE CIVIL �Q CIVIL �Q EXP. 12 31 01 RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND MARK BY DATE REVISIONS APPR. DATE gTFOF CA1-�Fp�� t 21 B 9�.OF Cq�\F � S DAB: 8_/�_ 9B SCALE: AS SHOWN FOR: W.O. COUNTY !im REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER COUNTY EN ED DATE RICHARD A. SCIANNI H V: FILE NO. -G & JN473/8-10-98/473SIP.DWG/S:40 ............................ ......I ............ 4-- -------- ---- ....... ................................... ...... .......... ------ ......... 4-4-- _Z ........... .............. ............................. ........... ......... .--I-_4 -------- --- ......... .......... -- ----- ------ 4-- ........................... _4 7 -Tw- _ 4 4-- C mm= 1.7-1 .......... .......... ------- -+ -_!....... ------ ........... ----------- -4-- ..........-.......... .... .................... .... ........ f_!k -4---- ------ ---- ------- -=k-- 't I =t 7: �j ------ _7+__ :7-1 ............ A ...... ------j 4A ------- 7 ------------ ............. r -4 7. 71---Il- ............ ... ....... 7-1--.77,t: Dwq. 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L t ............ --- ---------------- ---------- ....... ------- -------- ------- ------- -------...... .... ...... ------ ....... ---- --- ................... ----------- ------------------- ------- ------------- ........... ..:�: I---- -------- ------- -------------------- ........................................ ........ ------ 4-= ------- ------- ------ ----------- .................. --------------- ------+ --- --- ------------ ........... .. ................. ............... -------------- PROFILE SCALES ------- ------- -- --------- ------- ------ ------ ------ ------- ........... ....... . ..... . ...... ---------- .......... ::!.................. HORIZ. 1 =40__7 .. ...... --------- ..... ............... + ------------ 4 VERT. 1 "=4' ------- -------- -------- ---- 19+00 20+00 21 +00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 CONSTRUCTION NOTES 1 CONSTRUCT TYPE "A-6" CURB & GUTTER PER STANDARD NO. 200 (6"C.F.) 4 CONSTRUCT SIDEWALK PER STD. NOS. 400 & 401. (W=6') 5 CONSTRUCT 0.25' A.C. PAVEMENT OVER 0.75' A.B. (CLASS 11) 6 APPLY ASPHALTIC EMULSION (FOG SEAL). CONSTRUCT DRIVEWAY APPROACHES PER STD. 207. CONTRACTOR SHALL PLACE ONE ROW OF SANBAGS INSTALL STREET LIGHTS PER RIVERSIDE COUNTY STD. NO. 10002 55wrl, TEMPORARY EROSION CONTROL. C (MODIFI APPROVED STREET LIGHT PLAN. 4b"SV *000111. 10 REMOVE EXISTING BARRICADE 12 NSTALL CLUSTER MAIL BOX PER STD. NO. 812 INT. STA. 20+38.79 PAINTED DESERT DRIVE 13 INSTALL STREET TREES PER ORDINANCE NO. 460.53 14 UTILITY TRENCH. (REFER TO STD. 817 & 818) 10 STA. 18+61.00 DESERT JEWEL DRIVE 15 INSTALL 2 x 6 REDWOOD HEADER 1 6 INSTALL BARRICADE PER STD. NO. 810 r NEW ARROWHEAD LIA bo cn, 9 � INT. STA. 27+46.34 PAINTED DESERT DRIVE Ila in, !I> �- = STA. 15+34.60 NEW ARROWHEAD DRIVE DRIVE CA 00 34 19+99.55 B.C.R. H 9 00 Qs CIS 4 01 18 61 33 29.11 F.L. 30'- - 30' 0 ro . 7- 32 31 30 29 28 27 26 25 14.,L8 11 F LO N Q Cn ou 110'11 20' 20' 0 q) C)C:>C.) C14 -11 \ - - tK p.0 17 C1 LL_ 00 F-C) C\'y' I.v r Ch +C.) '_U7. T�P. 4 00 13 01 C D L:=47-35' zo 10.58'1 65.Dq' /\ \N' 18.66. L=66.38',, Q. 1z' TYP. 4 55.9� 87.00' i> 0 . - 40 /> A E cy; 00 A.- 4.01 + 00 ;9 CO 23+00 24+00 0 41 27+00 28+00 b N05742"I 6'W 1 25+10 26+00 536.2 Z9+00 C-4 C�. C.0 T_ 5 m -U-1 U 10>1 2 5 6 6 G 15 NO2-1 T0-3-W- < 3 CURVE DATA r 0 '55. 09 0 DELTA RADIUS LENGTH TANGENT _,9(r 15�- 55.p9' 55-.-Q '6�5.09 _tow ZD "�115 0' L=5 C_j /A\ 90*00'00" 39.27' 25.00' /101 4 L0 LO 4 25.00' Uj TYP. 00 00 L=9.48' C� \@ 13 TYP. . 2 m CIV 4 C.D P0 CLI I,- m \ID/ 3*12'35" 1250.00' 70.03' 35.02' ri cl� r- LO V) + 9 + 9 Ch -: 1 1 14 rl- U)52-22'12" 00.00' 274.21' 147.52' 5 6 7 8 10 12 13 15 C) 16+ 0 00 cn 37*15'30" 320.00' 208.09' 107.87' LINE "B" SEE SHEET 4 FOR 1 9 STORM DRAIN PLAN AND PROFILE 0' STORM DRAIN EASEMENT 52*22'120' 280.00' 255.93 137.69 STORM DRAIN EASEMENT MAINTAINED 9 9 3*12'35" 1270.00' 71.15' 35.58' BY RIVERSIDE COUNTY TRANSPORTATION INSTRUMENT NO. 3*12'35" 1230.00' 68.90' 34.46 Underground Service Alert (SECONDARY DRAINAGE ORE Call: TOLL FREE 82*30 19 1 25.00' 36.00' 1 21.939 0 1 -800 GRADING PLANS) 66-07'50" 1 300.00' 346.26' 195.31' OWNERD� DEVELOPER TWO WORKING DAYS PAINT D D S RT DRIV SEVEN MOND BROTHERS, DIVERSIFIED, INC. BEFORE YOU DIG UE, SUITE 205 Is QITY Or INDUSTRY, CA 91748 SCHEDULE A (626) 912-0123 * FAX: (626) 912-7045 AM SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER CSL ENGINEERING, INC. BENCHMARK: T SHEET NO. WORK CONTAINED WITHIN THESE PLANS ?10FES SHALL NOT COMMENCE UNTIL AN TRANSPORTATION DEPARTMENT U�k 11651 STERLING AVENUE, SUITE E RIV. CO. B.M. M-14-63 IN THE TEE INTERSECION MIT AND/OR A 0 APPROVED BY' A RIVERSIDE, CALIFORNIA 92503 OF NEWPORT RD. & LINDENBERGER RD. A 1" COUNTY OF RIVERSIDE 2 GRADING PERMIT HAS BEEN ISSUED. (909) 785-5122 FAX (909) 785-5180 IRON PIPE & TAG MARKED COUNTY IN CAP WELL MON. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR M STREET IMPROVEMENT PLANS rri ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN IN HEREON. 33950 No. 25917 _�a ELEV.= 1425.152 PAINTED DESERT DRIVE IN THE EVENT OF DESCREPANCIES ARISING AFTER COUNTY APPROVAL Exp. 6/30 Exp. 12/31/01 PREPARED BY: R.C.E. NO. 25917 OF 4 SHTS OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE MARK APPR N_ I CIVI DATF x lvl\� (EXP. 12/31/01) STA 19+99.55 TO 29+23.39 0 RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND BY DATE REVISIONS DATE OFF' C OF CA\�_W DATE: SCALE: 40' 41 FOR: W.O. COUNTY 7T=-4 REVISING THE PLANS FOR APPROVAL BY THE COUNTY. EN-GINE-ER COUNTY _-RF:.0'�nIVh4FNhFpj DATE RICHARD A. SCIANNI H- V: FILE NO. 114 a. C7 C7 j 73SIP.DWG/S:40 -------------_... ---------------- ---------------------- ........ ------- --------... ......... ----------_................ -------- ------- --------------- --------------------------------- -- -----.......... 4---------------- --- --------- --------0 Z:r7............... .................. ........L .................... ------I-, -----------.......... --------- .............4 --------- -------........................... ............ ..........T ...........------------- -------.......................... . ........................ ... .......------------ ---- -------------------------- -------- ---------------:7-------------- ........... -------------------- -------------............ ...... ------4.......... ........... ...........---------- .......................------- ------ ......... ............-............. ------- ------------- ...... -------- ------- ---------------I ------------�*_................. .......................I..................... .............-------- ............................ t --------- ........ ....... .............. .....j ------- ................... ..................... --------------- ........... ....................................................... ........ ....... ------ 3------------.... ......................... .........z............... .................... ------ - ------ ---- ------ __7------------ ........................ ............ --------- .......... .......I ................ .................................... . ...... 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STA. 15+34.60 NEW ARROWHEAD DRIVE a- / -9 !7) I_r-1/-- Q_ N STA. 27+46.34 PAINTED DESERT DRIVE 1i U C-) - co 9 k CV 9 INT. STA. 12+05.00 NEW ARROWHEAD DRIVE STA. 17+73.46 DESERT TERRACE DRIVE �f &-) C-) 1 6 1 O' I L 2-5 2 @- 7 6 0, 7�� '-T Ct) 1:77 C,:)C5 4,j 19 18 17 1 F 16 A-, Q0 30'20 30' 1 10, x Qs '-_ CO CJ 10 1 01 '50,C) 29, co 0 21 20' ff 2o, Cf- r.X CO 13 TYP. C' + C�.CO 4 oc.�0 15 13 TY 1z 15 L :123 16'L=20.04,�-__ LALJ�Lit/-55.-OO H -79 45.t4.97' 16 3 C 10 CD A 1 8 2 9. - 11 I CD B 40F. INT. STA. 18+61.00 DESERT JEWEL DRIVE I,84!17'4,CE 14+00 b /1 79.97' 18+ N5 -145" 13+00 i D 9 STA. 20+38.79 PAINTED DESERT DRIVE 4-- (�D 15+00 .9 z�, m/42.135 N,,;10 b ?P, j%�6 6 04 3 E G 14 34 C)'31.97' SCALE: 1' 40 45.62.4 L=34.36 4 6�#A YP.Lp 5 kc im�TYP co 0 20' 40' 80' 120' 1 60' 13 CONSTRUCTION NOTES 2 0 a CURVE: DATA ou VIM 00 1 CONSTRUCT TYPE "A-6" CURB & GUTTER PER STANDARD NO. 200 (6"C.F.) x 2 CONSTRUCT X—GUTTER & SPANDREL PER STD. NOS. 209 & 209A (W=10') 33 0 DELTA RADIUS LE 2 2 23 24 25 N I 11 11 I AND PER DETAIL ON SHEET 1.3 CONSTRUCT ACCESS RAMP PER STD. NO. 403 /A\ 90'0010091 9 4 CONSTRUCT SIDEWALK PER STD. NOS. 400 & 401. (W=6')PAINTED DESERT PAINTED DESERT 25.00' 39.27' 25.00' 5 CONSTRUCT 0.25' A.C. PAVEMENT OVER 0.75' A.B. (CLASS 11) 26*08'09" 300.00' 136.85' 69.64' DRIVE 6 (D- MULSION (FOG SEAL). DRIVE p pf E E 26-0809 280.00' 127.72' 64.99' 7 CONSTRUCT DRIVEWAY APPROACHES PER STD. 207.8 CONSTRUCT TYPE "D" CURB PER STANDARD NO. 204 (6 C.F.) INSTALL STREET LIGHTS PER RIVERSIDE COUNTY STD. NO. 1000 26*08'09" 320.00' 145.97 74.28' DRIVE Underground Service Alert"' I -- (MODIFIED) AND PER COUNTY APPROVED STREET LIGHT PLAN. 56wfrr_1.,-5.Y80001&. 14*59'1 3" 400.00' 104.63' 52.61 F, 10 REMOVE EXISTING BARRICADE 14'59 1 13 it 420.00' 109.86' 55.25' FORE INSTALL STREET NAME SIGN PER STD. NO. 816 12 INSTALL CLUSTER MAIL BOX PER STD. NO. 812 1 -800 @ 13 INSTALL STREET TREES PER ORDINANCE NO. 460.53 14'59'1 3" 380.00' 99.40' 49.98'14 UTILITY TRENCH. (REFER TO STD. 817 & 818) 82*30'1 9" 25.00' 36.00' 21.93' (S 15 INSTALL 2% 6" REDWOOD HEADER TWO WORKING DAYS INSTALL BARRICADE PER STD. NO. 810 BEFORE SEVEN DIAMOND BROTHERS, DIVERSIFIED, INC. DRIV DRIV UE, SUITE 205 " so QITY OF INDUSTRY, CA 91748 SCHEDULE A (626) 912-0123 * FAX: (626) 912-7045 hm. SEAL—COUNTY COUNTY OF RIVERSIDE SEAL—ENGINEER CSL ENGINEERING, INC. BENCHMARK: SHEET NO. WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN TRANSPORTATION DEPARTMENT OFES 11651 STERLING AVENUE, SUITE E RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION MIT AND/OR A .11�) M.0 COUNTY OF RIVERSIDE GRADING PERMIT HAS BEEN ISSUED. <<-* RIVERSIDE, CALIFORNIA 92503 OF NEWPORT RD. & LINDENBERGER RD. A 1" 3 APPROVED BY: (909) 785-5122 FAX (909) 785-5180 IRON PIPE & TAG MARKED COUNTY IN CAP WELL MON. STREET IMPROVEMENT PLANS SIGNING THESE PLANS IS RESPONSIBLE FOR M M m NEW ARROWHEAD DRIVE ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN IN HEREON. w 33SI50 No. 25917 1/0 It IN THE EVENT OF DESCREPANCIES ARISING AFTER COUNTY APPROVAL Exp. 6/30/02 Exp 12/3' 1 ELEV.= 1425.152 STA 12+50.00 TO 15+34.60 4 PREPARED BY. R.C.E. NO. 25917 DESERT JEWEL DRIVE OF SHTS E DATE P�OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL B MARK BY DATE APPR- DATE QV lj�'x CIVI\- (EXP. 12/31/01) STA 16+82.10 TO 18+61.00 RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND __ I REVISIONS QF' CA\-\k v0IQ*mkX' Alz*7M.t C SCALE: FOR: W.O. COUNTY REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER COUNTY FNDFb DATE C DATE: N-11- 98 H: 40' V: 49 FILE RICHARD A. SCIANNI NO.914'w(; G 73SIP.DWG/S:40 ---------- ...... ........................ 4-- ........------- .7 ........ ......... ------------- + _4 ... ............ i--- 4-- __4 ...... ---------------------_ ............................... .........- - -- - --- ------ ----------------------- ------- ------ -4------- ............................... .......... ........................... ---------------------- _------------------ ---------------- ---- ................... ---------............. ................... ----------------- ....................... 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C"N 4 C) 0- 22 33 0- CD LO 23 21-1. 0.00 Sr 13' 09 1:6 0 10 (0 Sr C1 C) + C 6' to 00 Z + C) Cn C) + LD 1/ 0 14' NO 0) Lo. m A i,3 U� 52 al cl� + 04 0 20 24 11, - -P,-- Q� C w IV75'26 201 IV 1,34.79, E3 w ==0.0005 . . ........ 21 . .......... 36.641 jlli1k 460. N 56 O27E GD ST 34 -14, H_6.9 C.8 7 NO. 25 SCALE: 1" = 40' Q) 22 CURVE DATA 3 3 9 0 DELTA RADIUS LENGTH TANGENT 20' STORM DRAIN EASEMENT -69, 0 20' 40' 80' 120' 160' 1,/ 1 - lb (A) 24*39'57" 90.00' 38.74' 19.68' /_0\ - \01 19*,37'53" 90.00' 30.84' 15.57 01 2 50 1 50 0- (SECONDARY DRAINAGE ROUTE PER ROUGH GRADING PLANS) Underground Service Alert-) FORE C3 1 -800 TWO WORKING DAYS BEFORE YOU DIG IN SEVEN DIAMOND BROTHERS, DIVERSIFIED, INC. NUE, SUITE 205 QITY OF INDUSTRY, CA 91748 (626) 912-0123 FAX: (626) 912-7045 NOTE: COUNTY OF RIVERSIDE SEAL-ENGINEER CSL ENGINEERING, INC. BENCHMARK: SHEET NO. WORK CONTAINED WITHIN THESE PLANS OFES SHALL NOT COMMENCE UNTIL AN TRANSPORTATION DEPARTMENT 11651 STERLING AVENUE, SUITE E RIV. CO. B.M. M-14-63 IN THE TEE INTERSECT11ON MIT AND/OR A A GRADING PERMIT HAS BEEN 1��UED. / <1_1 RIVERSIDE, CALIFORNIA 92503 OF NEWPORT RD. & LINDENBERGER RD. A 1" COUNTY OF RIVERSIDE 4 APPROVED BY- A-- " 99 Q (909) 785-5122 FAX (909) 785-5180 IRON PIPE & TAG MARKED COUNTY IN CAP WELL MON. SCHEDULE A SE SIGNING THESE PLANS IS RESPONSIBLE FOR rri rn 33950 rri No. 25917 m ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN IN HEREON. E Exp. 12/31/01 ELEV.= 1425.152 STORM DRAIN IMPROVEMENT PLAN IN THE EVENT OF DIESCREPANCIES ARISING AFTER COUNTY APPROVAL kp xp. 6/30/02 DATFE PREPARED BY- R.C.E. NO. 25917 LINE vp Bpp OF 4 SHTS T.- :P A + J L OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE MARK BY DATE APPIR CIVI\- (EXP. 12/31/01) SCALE: x" RESPONSIBI F FOR DETERMINING AN ACCEPTABLE SOLUTION AND DATE OF- W 6nuu*: "Q15eIzIK& e),/Z�Icm FOR: W.O. COUNTY REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER REVISIONS COUNTY C IIEr ED DATE DATE: C9-//- 918 H: 40' V: 41 NO.91&4 ImG Cz RICHARD A. SCIANNI FILE JN473/8-10-98/473SIP.DWG/S:40