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HomeMy WebLinkAboutTract Map 30264-8 Lot 1-65 Precise Grading CITY OF TEMECULA GRADINGNu` TES 1. ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE GRADING, EROSION & PRECISE GRADING PLAN SEDIMENT CONTROL ORDINANCE NO. 04-04, AND, IF APPLICABLE, TO THE STATE WATER RESOURCES CONTROL BOARD NPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. (`'J 5' MIN. PA5° IN. 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHA �v�Cvv TEAREA 2F, PHASE & BEIM _ LL BE A MINIMUM OF 1%. DRAINAGE UDSILL SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' Q , ' IN. ' IN. 2' I . IN. AWAY FROM THE TOP OF GRADED SLOPES. FINISH GRADE SHALL SLOPE AWAY FROM ALL IM EXTERIOR WALLS AT NOT LESS THAN 1/" PER FOOT FOR A MINIMUM OF 3 FEET. UPPER PAD FINISHED UDSILL RAINBOW CANYON N. SURFACE 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1. REDHAWK PKWY z ' /_ LO R PAD p 4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR LOMA LINDA IN STORM FLOWS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED SLOPES ROAD 2% IN. MI OVER 3' IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS TO DIRECT WOLF CREEK DRIVE S. y % MAX. ® SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. 30264-7 2% MIN.MAX. 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER, REDHAWK PKWY SLOPE VARIES SOIL ENGINEER OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY THAT ALL FILLS HAVE SCALE :1 MAX. BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL NO FILLS OVER 1' DEEP. ? 2 ap 'A -71 � PSL 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S PUBLIC WORKS � ,� 5' MIN. WOLF VALLEY ROAD a a UDSILL DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN VICINITY MAP INDEX MAP ,'� ��` s ' 31 1 a , _ ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING N.T.S. DEER HOLLOW ROAD _ ® 2 i ®®® 3 IN. 2 !N. FINISHED SU FACE PERMIT. CERTIFICATION SHALL BE TO LINE GRADE ELEVATION AND LOCATION OF CUT / SCALE: 1 = 3 0 1 _ s�, , , JE TSITE �0` �, �- '�`a 3a 12" IN. ABOVE PAD ELEV. FILL SLOPES. 19 1p a� �,o 'X21 �� y a4 4a �� TR. 30264-2 & `F .. ,� I �. '` 20 z+! 2s � �1, T TR. 30264-8 `' -�� PSL D° Mr 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. ,�Id�, 1i _ _ - 5 6 MIN. SLOPE VARIES ® 1 c4 ® 4" 4p `' :1MAX. 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE R -2 S1 441, c PRELIMINARY SOILS INVESTIGATION FOR TRACT 30264 BY PACIFIC SOILS ENGINEERING INC. , 1 .� o �; 60' ;, sa0i543 - DATED MAY 21, 2004. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE 56, � 27 MIN, � SUBMITTED TO THE PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION 2 1p FOR REAR YARD SLOPES GREATER 2OF MAX• MIN DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN AN 5 IN TICAL HEIGHT CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. W264-4 9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 HOURS IN 55.0' 55.0' 55.0' 55.0' SCALE SCALE ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION - MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE FOR EACH LOT. HIGH POINT PUBLIC WORKS DEPARTMENT PHONE: (951) 694- 6411 1 MODEL TYPE 2% , PAD ELEVATION-0.13' w 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION AND MAX. 6 o z SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY DURING �,? LOT NUMBER 5„ FINISH FLOOR �•_� J THE GRADING PHASE. ARAGE ARAGE GARAGE GARAG DEEPENED FOOTING 069.06 1069.06 ELEVATION TYPE PER PLAN Q� 11. PAST-GRADING ACTIVITIES SHALL INCLUDE BUT NOT BE LIMITED TO INSTALLING WHERE o.° 35 FINISH FLOOR ELEVATION a®:, p®: APPLICABLE GROUND COVER TREES SHRUBS OR A COMBINATION THEREOF IN C ABOVE PAD ELEVATION 4 2� MIN, g� 2� MIN' ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. SLOPES 5' MIN• FF=1070.25 --PAD ELEVATION OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACK 55.0' 55.0' 55.0' 55.0' PAD=1069.50 = = FLOW PREVENTION DEVICES PER THE U.P.C. 9" 4' MI . 4" SAND 12. FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS LENGTH OF DEEPENED so 106�� Cd PAD GRADE ®. FILL DISPOSAL BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL AND OTHER DELETERIOUS MATERIAL. IF o FOOTING (D.F.) e ;n o o r; STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN MUST U) ENHANCED ELEVATION ERFOUNDATION CONSTRUCTION SECTION BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. A ARA E ARAGE GARAGE GARAG PER PLAN PROPERTY LINE REGISTERED CIVIL ENGINEER, SOIL ENGINEER OR ENGINEERING GEOLOGIST SHALL APPROVE RETAINING WALL, � SCALENO PLACEMENT OF FILL. WHEN REQUIRED, BY SEPARATE PERMIT G F=1069.65 ros��t *FOR SLAB CONSTRUCTION SEE ARCHITECTURAL PLANS* 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING 55.0' 55.0' 55.0' 55.0' GARAGE FINISH FLOOR ELEVATION o� AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING ®roe°° RIGHT-OF-WAY GRADING OPERATIONS. 1 60.50' EGEND CURB - 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. FS FINISH SURFACE 3 SHEET NO.t1i15. STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND L0 u� Ln L0 i TYPICAL LOT TC TOP OF CUR PAD 1200.1 PAD ELEVATI FIVE-TENTHS (1.5) SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A ARAE ARAE GARAGE GARAG N.T.S. FL FLO LINE ELEVA ON ®® ACT BOUNDARY REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. INV. INVERT A F FINISH FLOG 16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION iz RETAINING WALL GF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE 57.0° 57.0' 57.0' 57.0' P L GF GARAGE FINISH FLOOR EXISTING CONT U S ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH HIGH POINT = PAD ! at LO LINE ELEVATION ELEVATION-0.2• MIN. Cq A 1234•® RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE F.L PROPOSED CONTOURS THE ADJACENT GROUND SHALL BE GIVEN. LO Lo Ln LO N4 DEEPENS FOOTING G. . GRADE AK 17. EROSION AND SEDIMENT CONTROL; THE PERMITTEE SHALL ABIDE BY THE REQUIREMENTS STREET LIGHT Ck OUTLINE-D IN THE CITY OF TEMECULA GRADING, EROSION AND SEDIMENT CONTROL ENHANCE REAR ORDINANCE NO. 04-04 THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING 5 5° 5° FIRE HYDRANT ELEVATION ADHERENCE TO THE STATE NPDES PERMIT FOR CONSTRUCTION ACTIVITIES, IF APPLICABLE. PAD ELEVATION MIN. MIN. PAD ELEVATION MIN. ENHANCED SIDE G TOP F WALL RIGHT ELEVATION 18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. m C C NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. TF TOP OF FOOTING ESL ENHANCED SIDE z le 2 DETAIL NUMBER LEFT ELEVATION 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO B B 3 SHEET DETAIL SHOWN COMMENCEMENT OF ANY CONSTRUCTION/GRADING. i 20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A z BUILDING FOOTPRINTS PUBLIC RIGHT-OF-WAY. SCALE : 1" = 50' o y �a�°�P PA TI 21. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OFco R/W x CONTRACTOR AGREES AT H SHALL ASSUMESOLE AND COMPLETE RESPONSIBILITY FOR ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE JO SITE CONDITIONS DURING E CONS UC11ON OF PROJECT, INCLUDING SAFE N OF ALL PERSONS AND PROPERTY; AT I REQUIREMENT SHALL APPLY O TINUOUSLY APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER M F❑❑TING TO BE DEEPENS FOR REVIEW AND APPROVAL. AND NOT BE LIMITED TO NORMAL WORKINGHOURS; AN AT E CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD OWNER AND E ENGINEER HARMLESS FROM ANY O gg 22. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECU A DOES �F , t AND ALL LIABILITY, REAL ALLEGED, IN CONNECTION PERFORMANCE O ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING ®HEMPROVIISIONSOOFDE i WORKNO ON IS PROJECT, EXCEPTING FOR LIA ILI ARISING FROM SOLE NEGLIGENCE W F,F. ELEV. LENGTH ❑F SCALE OF 0 OR ENGINEER. STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE DEEPENED F❑❑TING (D.F,) CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE o VARIES, 6' MIN, TO CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. 6' + EXTRA DEPTH FOOTINGUNDERGROUND STRUCTURES 1 PER PLAN, MAX. NOTIFICATIONS PAD ELEV, �® ALL UNDERGROUND UTILITIES ORSTRUCTURES REPORTED Y OWNER OR OTHERS CUT AND OSE SHOWN-,.,PN E RECORDS EXAMINED ARE INDICATED IR E CONTRACTOR SHALL N 1IFY E FOLLOWING UTILITIES R AGENCIES STANDARDPACIFIC HO p% �I/V . MES U_ E APPROXI A LOCATION AND EX NT. 0 Y ACCEPTING ESE PLANS OR 2 O KING DAYS PRIG TO STARTING CONS CONSTRUCTION OF EXCAVATION: 255 EAST INCO ST. 5.200 lZ MIN. i/ IC.Y. P OC ING IMP MNT PURSUANT ERTO AGREES T ASSUME LIA ILI AND CORONA CA 7 Underground Service Alert51-372- 500 9 C.Y.YTO HOL UND SIGNED HA LESS FOR ANY DA AGES RESULTING FRO E EXI NCE CI O CULA DEPARTMENT OF PUBLIC WORKS ( 1) 694-6411 o� SUBSIDENCEOF UNDERGROUND UTILITIES ORSTRUCTURES NOT REPORTED TO E UNDERSIGNED; NOT 0 G INDICATED ON E PUBLIC RECORDS EXAMINED; LOCATED AT VARIANCE AT UNDERGROUND SERVICE ALERT: 1 00) 227-2600 i SOILS ENGINEER Call: T FREE SHALL BE FORMED PORTION ��THE DEEPENED FOOTING SHRINKAGE REPORTED 0 SHO ON RECORDS EXAMINED. CONTRACTOR IS REQUIRED TO TAKE PACIFIC SOILS ENGINEERING INC. 1® OO DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES ORSTRUCTURES SHO AND I I 7715 CONVOY COURT I T ANY 0 UTILITIES ORSTRUCTURES FOUND AT E SITE. IT SHALL E THE SAN DIEGO CA 92111 W 227®2 OO . EXTRA T TI LAN ASIS OF BEARINGS I CENTERLINE O PALA ROA o� CONTRACTOR'S S ONSI ILI TO NOTIFY E 0 OF THE UTILITIES OR STRUCTURES 5 -5 -1713 N.Ts. C.Y. ®Y® CONCERNED BEFORE STARTING WORK. P RECORD OF SURVEY OO 100, PAGE , IE 47'45'2 '° 858-560-0380 FAX C m TWO iNt; DA E DIG o u CONSTRUCTION RECORD DA Y REVISIONS DA ACC' NCH ARK I'� T . 0N 111 SCALE 9 � ® 111 �1� Foreman Inc. RECO ENDS Y: DATE: Drawing N�. LILA CONTRACTOR RIVERSIDE COUNTY 600-62-69 1 70 1 J. � ��, Engineering•Surveying.Planning•Landscape ArchitectureDEPARTMENT OF PUBLIC WORKS Three 9etterEtl®rid Cir. Ste. 200 Temecula, C®. 92590 N BRASS DISC SET 1' EAST OFC C POST ARKS HORIZONTAL �, , �► NO. 29914 Phrt. s51 a-s Fax. 951 2s�-s301 ACCEPTED BY: L (76 �"> STAMPED 613 RESET, 2.9 MILES S.E. ALONG PALA ROAD A SHOSE GRADING PLAN 51C P. s- ® � RONALD J. PARKS DATE: . PRECI INSPECTOR FROM PST OFFICE AT ECULA N.E. OF ® _ w DU DIRECTOR OF U LIC RK THE PAVED D 5 N.W. OF L. POLE NO. 295, C. .T. 3 g S.W. OF 6' CONCRETE STANDPIPE. ELEV. 1039.378 VERTICAL CtV►�- ® z C o� `� A T Y J® ICH E: Ss&�:•.• c DA COMPLETED C � .C. . o. 1914 EXP. 6-30-011 R.C.E. No. 19744 EXPIRES O/07 T. 1 F 111 Y I I. c.n o i 62.51 F0.8Q 79.91 C 70-00' 90.50 ® 1,0% MIN. 1.07, MIN. FG LD 1.07, MIN. 0 1.07, MIN. r � 7 0 1.07, MIN. °oe ti zo �, �° �, ° ga.5 1.0% MIN. 91.45 0 FG FL 0 5' 9 FL 91.45 4 90.4 90.5 ® FG FG w 11' PLAN 15' �C, FG 89.9 0 89.8 FL 91.05 z FF=1091.95 DF=0.9' FL FG ° PAo=ioq1.20 41' 90.75 o FG DF=Q•g' 90.1 0 90.0 89.8 P 51' DF=1.1 Pic FL F=0.5' FL GB FL ®1091.25 53 FF 1091.55 9x6 PAD=1091.40 FF PAD=1090. 0 FG a 45' PAD= 89 3 89 4 GFF=1091.45 FL GB FL GB 90.0 5 89.9 89.9 FL GB FG 89.6 91.00 5.37, 5' 89.4 FG , FL GB GFF=1080.75 GFF=1091.05 FL GB 10 FG �° 90.75 91.05 "} 9 O Y^ I 1D8 15 FG I� o FG 10 Tc .9 oa a'N 00 �9 1� o 89. 5 0 1 11.36' 61.03' N 8.89 S69.51 FS 52.91' _ RAW 57.00 FS X9.59 89.1 FS 88.97LU FS FS _ 1089.10 0 n � 1089Ct Mamma .1 ' RIM o CO 6"SS >' TC - _._ CL __ 1089.39 08 48 CDTC _ _ .. 12 „W �' o� `g °D �_._ ._.__ _�_� 1089. 7 ____. W.. 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FG N 2p SJ, CI" 5' 65 28, FG 40 1 108 70.00' �6�9` r� 94 1� CA 0 L 10 20 40 60 UNDERGROUND SERVICE ALERT N�. ® GRAPH/GAL SCALA E CALL: TOLL FREE 0 1-800-227-2600 E a Q® O WORKING DAYS BEFORE YOU DIG E ENCH A K � =3 r� Dr in 0. Q CONSTRUCTION RECORD A YREVISIONS DA ACCBENCHMARK SCALE ���F�s�e® all F® e an Inc. RECOMMENDED Y: .�� �" DATE: 7 >� � �� � I T OF DEPARTMENT OF PUBLIC WORKS �� Engineering.Surveying•Planning.Landscape Architecture Q, CONTRACTOR HORIZONTAL Three BetterWodd Cir. Ste. 200 Temecula, Ca. 92590 Plra. 21914• �h• s s�-93oo Fax. 951 X94-9301 ACCEPTED DATE: ��®F TPRECISE GRADING a) INSPECTOR SEE TI SHEET AS SHOWN EXP. 9-30-07 RONALD J. PA KS _ EE-6I DPU DIRECTOR OF PUBLIC WORKS a 6 c ® ' TICAL ®� A THOIVY I ICH DATE: . �'® CI V d L O� rAP ..gena.. DATE COMPLETED- OP CAL` R.C. .iV�. 21914 EXP. DATE 9® 0®G7 R.C.E. No. 19744 EXPIRES 9 3O/07 SH T. 11 6 J i i N (rt J J O N .. N N 1. 87.56' 2 N 1091.70 92.00 co 2.86' 84.58' 92.00 , 1.4 91.70 1.o% MIN o 1.09 �t9/�!FG FG 109 'oma g'�g�Q FG 42.31' FG FG � � cv 1.0% MIN 1.0% MIN o ®�'v 0)(0 o ,�4 moo se, 92.11 0,7 FG F-G 0�4 10.91.gs 1091. 2 1pg FO 1091.5 1°3` '® F ,<,o� �oo ``� 92.74 FG FG 1090.91 P aF0.6! FL P 1091.65 ® 1A ®� �o \\® 51' FF=1092.15 1090.87 RAO 1 2 F'AO-1091 10971pgp73 sa h FL 10,0 8 F� GB ��oo `sem- Ch DF=0.7' o FL GB F091'3 ��y pA0=10,110 1090.40 GFF G ®' ''ooh os 10,1. 1pgl°gs FL GB 1090.44 8' g5 �0 1Qs1.Q 5' FG FL GB FG o�1Og p 23 � ° 14�® ®�� j 20' GFF=1091.65 1091.65 12 1.'9 FS 1 FG ►�? �� 1�° a® lag NP w 25.45' co 1 FL 00 � N 8-�' �3p J p,9 4T , ! 1•��° No 13, 35 logo. ®' ®`s' \om FS . ` 9 28.38' .17 218° 1 .51' LO ® �S oc, ®�� 2050 ' 1 89.75 j 1089. o U v h N p ' 14 • ®'® 4 � �% Fs n r S11 i ' � cA 9000 1 3s7TW 033.45of rF co o 8 SS ;\TCL 16 WY WOODSIDE V) `� v ® 1090.26 96. 4 NTC 00 12 0CL 8"W 13 CL 16 00 33 4 a D WY 5 TQ ® �} 3,, ®py fie`,• '�f�,.` j�d,� �h.��p 2121 R/W 25' ® ,t. rn � � � gam• h 2 . 8 �© h O9,�j ^� j �® 7090c?Q� FS 4269, 2Q� 21 QO s iFs 0 7 8 1091.81 , FL I e w FG h'P 95.97TW ® h i 1091.92 1 ®, ®O O 91.30TF 6' FG �� DF= 19, �OLA .9 ®1092.25 1091.21 ❑ �' o FF=1091.95 FL GB GFF 79 FL GB �� o� � 1091. ®® o 1091.51 ? FG 0) PAD= � S �FG PL1091.19 PLAN Ic 0 1090.91 FF®1 32.45 FL G8 FF® o92.75 <? FL GB PAD=l 1.70 46 PAD=:1092-00 1091.68 0 FL �3 44' 1091.43 ®'�- DF=0.9' 1092.55 FL 5 FG 1092.67 QF=0.5' 1091.95 1091.70 1091.44 FG 1 a FL -.n --- 1092.QO FG FL ® i 092.30 ® =N 01 0) FG i 1092.04 r �D N FG -a )Cq6 U) FGM 1.0% MIN. l.0% MIN• 1 T- 1.071, MIN. K1 p% MIN. ® N �� 45.98' Q) a� O Xcxlot:� 9.18 28.82' 0 4 .42' cv c? 0 10 20 40 60 UNDERGROUND SERMCE ALER SEE SHEET i\4 4 o N, ® E o; ® CAL: TOLL FREE _ 1® C EQ_'., E� TWO KING DAYS BEFORE YOU DIG r®wn BENCHMARK ® OF 6 CN CNSTRUCTIN RECORD DA Y REVISIONS A ACC` are n 10. ECC D : DEPARTMENT OF PUBLIC WORKS Engineering•Surveying•Planning.Landscape Architecture CONTRACTOR HORIZONTAL Three BetterWorid Cir. Ste. 200 Temecula, Co. 92590 Ph. 951 294- 00 Foxe 951 294-9301 ACCEPTED Y: DATE: LO, _ of T C3 ��. Z1 14 RONALD J. AK SEE TITLESHEET AS SF . W �®�� or� DEPUTY ® �DIRECTOR F LIC WORKS INSPECT® ¢ TECAL Ct�t►�- Qom'®� ANTHONY J. DATE: LOTS �'0 p� CAS®�� R.C. .No. 21914 EXP. DATE 9-30-07 R.C.E. Na. 19744 EXPIRES 9/ /07 ipr '88e... F 11 DATE COMPLETED- L � J N` W 95 90 2051, N C14 �, FG 95.07 96.10 46 49 652 FG FG 85.60 28.82° 0 0 47.42 22. 96.50 2 q- 0 IN N 85.6 N 1.0� MIN 1.0� M FG 95 60 1.0% MIN ry pp' FG CN CN 1.0% Q) 15' IN 5 108 95 60 �+ ® 1.0 96.0 h �, �� 96.0 96.F FG G Q C-i Te FG Z " 95.4 95.7 1 ®% MSN ®� 96 p5 14' N FL FL GB 96.75 p% FG �iN ® FG 1 0 96.35 53, DF=0.9' 95.8 1. FG , P 0 5• �� 8 ❑ 51 FL �- G , h Fl 95.5 DF=1.0 2 az o °? FL GB =1097.2518 N 95.6 �, o PLAN PAD=1096.50ME 5.6 N PA0=1091.40 FG 95.3 4 g 9 ® FF=1096. 5 FG Gg 3 5 z PAD=1096.1 94.9 FL GB 96 95.0 .10485,80 FL 95.9 95.4 G _ 95.4 FG FL GB 5 ®F �'� s0 951FG N pF 65 FG GFF=1096.75 96.75 �� 6' 94.9 GFF=1096.35 FG 14' 9�8 P2.0 5 94 � 'D FL FL _ fLn L GB FF'14 5' ®94 5 F� 2 9 Gg DF-0.2 oQ a;�^ , Q F p�1 F� G6 95 FG 5 F� 5 , 1®' �'� N ^ N ® 1.3`� 12 o_ 15 ®g6 p 95. g ❑ cv N ® F $5 GFF�1 FG 9' 6. 1094.0 1094.56 1 4.752 69.57' 1085 0�0 1.09 ITS F 94 4 GFF' ® ' 1• 31.54' T. Gg ® 0 31 31.60 1• F 2� a� 9� 11 6 R/Y� 1094. 95. 1® FS FS 1 1� F -�• 480 0 g , 9' 96 1.oz1084'1 CZo TC c� 00 o X 8f'd�J LLl� _.............«.w..........- ..... 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SCALE � ��� ��"� ' ,� �� Foreman, IIZC® RECOMMENDED Y: .,�`'' r DA � DEPARTMENT OF PUBLIC WORKS v CONTRACTOR Engineering•Surveying•Planning.Landscape Architecture HORIZONTAL ti � � Three BetterWorld Cir. Jte. 200 Temecula, Co. 92590 N . 21914 Ph-,941 2s�-s Fax. 951®294-9301 ACCEPTED Y: A DATE: ®F zGRADING SEE TITLE SHEET AS H P. 9-30-07 � RONALD J. PARKS �� - INSPECTOR �� DEPUW DIRECTOR OF PUBLIC WORKS _ xE iiTR 30264-8 PHASE 11 VERTICAL �® ANTHONY J. ERIC DA : �,a DATE COMPLETE Or CAS-`F® R.C. .No. 21914 EXP. DATE -30®07 R.C.E. N . 19744 EXPIRES / 0/ 7 Atm°meg.. T. 4 OF 11 ®N J i T R-"` 3 2 6 4 2: 1 2. 1 N N FG 65.00' 97.20 65.00 6.90 97.60 65.00' 97 9 66.97' � FG q�.O N FG -0 0o a� 1.0% MIN 7 ® 09 MIN c .1.0� MIN . fl 14- ® m O O ®g o -® o V, ® r ® iR ^ 03 C4 r- 5, ® O 5' 96.9 �� N o 97.7 97.15 N 97.85 "�� FG FG FG 96.3 10 FG 97.1 96.3 96.6 FL 97.45 97.0 9 7.4 98.15 FL FL FG FL 96.0 DF=1.0' FG FG 96.8 97.2 FG 53' ? 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RECOMMENDED Y: A rvrire ®. Q) ® ° ' �� ' T E M E CUL A DEPARTMENT OF PUBLIC WORKS Engineering•Surveying -Planning.Landscape Architecture CONTRACTOR U1 TY U HORIZONTAL p®� �� Three BetterWorld Cir. Ste. 200 Temecula, Ca. 92590 F 94-9 Fax. 951 294-9301 ACCEPTEDY® DA 3 N 21914 Z ®� z 5 - SEE TITLE SHEET AS SHOEXP. P. 9-30-07 ®30- 7 rPREP Y: 7RONALD J. PARKS INSPECTOR UICTOOF PUBLIC WORKS CAL 17 JANTHON tV1 v �'o DATE COMPLETED �� C��.`F .C.E.No. 21914 EXP. DATE 9®30®07 R.C.E. No. 1 744 EXPIRES 17 rri�aa FIT. F 11 6 J i u 1' t i A r i. r r r` r i. i 0 65.00' 98.30 37.01'9 .60 FG o F o 30.10 75.70' ® T®98 1.07 t 1.0? MIN o , 1.07. M 1. o 0 1.07 IN 1.0% MIN Tl 5 _ 0 98.90 le 00 CN N FG 10' 00� cn O�\Q 5, O� 98.2 98.9 o FL 98.45 ®i 5' 98.85 ® _ FG N� FG N , FG fib ® 97.9 98.0 97FL 98.85 FL 3 99.15 r FL FG FG FG 97.4 DF=0.9 DF=0.9 z PLAN FL 53' PLAN ,1-1 51, PLAN 3G FF 1098.95 D F=0.9' 18 0 ° FF=1099.65 ? o PAD=109 .3 41' FF=1099.35 " 0 97.7 PA -109 .90 97.Q 97.4 PAD=1098. FL GB FL GB DF=0.3 FL GB 98.3 97.7 98.45 98.0 FG FL GB 32' FG FG 9 7.1 GFF=1098.45 GFF=1098.85 AFL GB GFF=1099.15 FG 15 00 DF=0.3 FL GB iv ® 98.13 5.0% 10 98.56 v, I i� 1 FG �' N °' N FG ry �@ g) 12 , 0 106.62 106.78 a 11� 107.13 Tc 65.00' FS FS 67 11 FS 57.00' ZA RZW 7, � FS FS FS r� 00 > o �, 1096.85 ``� r7 1097.39 44 1096.16 `n "� � 8 SS `� u7 00 RIM I RtM J a v a co �i 0) CLCn ® v __e �_____.. .._.__ __. _. _. .__ _ ___ __..m __._ 1_ .__.._.____ __ __ _�___ __.__ 19 J 8 00 00 co 0 s- 40 _C0 ® °? _ r a, _j ® J® 1096.94 1097.10 1097.6419 FS FS e FS 62.00' 72.00' � � 1097.72 1.1 ® 1.19' 67.00 10.9 ®113 -11 4 FS .02 FS 7.1$ � 1.0� ® O N 98.52 32 CV 1® _ 6.09' 99.15 'q FGLL FG 97.4 97.6 99.45 i FL GB GFF=1 98.85 GFF=1099.15 FL GB GFF=1099.45 97.9 98.3 98.1 i FL P 98.5 i FG FG FG PLAN 97.3 97.7 2® ® 1 C FL GB FL GB PLAN ? o FF=1099.95 97.9 FF=1099.35 DF=0.9' 3A 2y PAD=1099.20 FL P -109 . 0 FF=1099.65 2' o Qi ' 41' PAO=109 . 0 0 O 97.9 DF=1.0 98.1 DF=1.0 49 FL 53' FL 98.5 FL 51' °�' PAD=1091.40 20' 98.85 98.7 99.45 FG 97.8 FG 98.2 FG 98.4 i FL 5P FL FL 2 �1198.4 ��15 0I 99.0 FG -�,® FG c 00 J 5 = o 00• 5 W N N ® �° ® u7 ®°� �, N C4 i. 0%' MIN ® 1. MIN 0 1.07. MIN 1.0%' MIN � °' 1.07. MINS � 1.0% 98.60 0 ` Te9? FG 72.00' 67.00 99. s 2.88' 80.43' � C 0 10 20 40 60 3 0 ® i UNDERGROUND SERVICE ALERT L a) N GRA PHICA L SCA L E f � 0 CALL' TOLL FREEa�w 1-800-227-2600A E C L00- 0 CV TWO WORKING DAYS BEFOREYOU DIG E ° i r` CONSTRUCTION RECODATE BY REVISIONS BENCHMARK � FEs�/® o' w Mir it DrawingDATE No.all Foreman, Inc. RECOMMENDED Y: .SCALE DEPARTMENT OF PUBLIC WORKS Engineering-Surveying.Planning.Landscape Architecture CIT L ' F TEMECULA CONTRACTOR HORIZONTAL Three BetterWorid Cir. Ste. 200 Temecula, Co. 92590 Ph. 95 9 300 Fax. 951 294-9301 ACCEPTEDY: DA : ®g z r GRADING PRECISE ��. 2114 Z ONALD J. PARKS SEE TITLE SHEET A SHOWN P. 9-3 ®07 6U DIRECTO O PUBLIC WORKS INSPECTOR ! C VER11CAL ANTHONY J. T ICH DATE: �® C(V 1 d- ,� ..iesa- : ®� `�® .C.E.No. 21 14 EXP. DATE - 0-07 . SF9T. F 11 6 J A COMPLETEDCALR.C.E. a. 19744 EXPIRES 9/30/ 7 i °i 1 Tc 9, 71.16' 13.76' Cy 99.6 1.Q9 MIN '� FG 1.0/%, MlN "® ® cn �q N 5 1.Q9° WIN 189 1.07. 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RECOMMENDED BY: DATF T E M >� `�, nginering-Surveying•Planning.Landscape Architecture DEPARTMENT OF PUBLIC WORKS L A CONTRACTOR HORIZONTAL �� � � Three BetterWorld Cir. e. 260 Temecula, Ca. 92590 _Q Ph. 94-9 Fax. 95t 294-9301 ACCEP D Y® DA NC. 21 914 i ®F rPRECISE GRADING INSPECTOR SEE TITLE SHEET A H P. 9® 0-07 Q DPU RONALD J. PARKS F PU LEC WORK _c� 6 TICAL �p ®�C V% A THON J iDATE: =` a �,o A COMPLETED r CAJL%I .C. .Na. 21914 EXP. ATE ® 0®07 R.C.E. Na. 19744 EXPIRES 9/3 / 7 rte° LOTS ' T. 7 11 � i i i WELD WASHERS TO REMOVABLE GRATE (4 TOTAL) " t 1 REMOVE EX. DOWNDRAIN AND CONSTRUCT DOWNDRAIN & PIPE TRANSITION PER DETAILS HEREON. 1 JOIN EXIST. DOWNDRAIN. EXPOSE " OF EXIST. TYP " REINFORCINGTO BE TIED INTO NEW CONSTRUCTION q 3 INSTALL 4" P.V.C.® SCHEDULE 40, DRAIN 88.65' 106.92' 31.51 4 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER ^� DETAIL HEREON #4 GALV. SUPPORT 4 PERI OQ 11. 7FG ARS " O.C. SUPPORT ARS FG INSTALL 4" O AY CLEANOUT PVC SCHEDULE 40 171N / o, PER DETAIL HEREON " I 2" 4 4 FE d 4 GALV. BARS 0 3- O.C. WELDEDo 0 s TO GALV. #4 SUPPORTA 1® -9 LA 'T s: �' 1'qQ`110®6® � ®G G � REMOVABLECAP rn° 41, 0, PVC SCHEDULE 4 1. G OUN SHALL PRE® TO SATISAC O O NGINE PRIOR TO PLACEMENT OF CONC . �° MSN ,00 00 FINISHED GRADE 2. MATERIAL FOR CONSTRUCTION OF DOWNDRAIN SHALL BE CONCRETE REINFORCED WITH 6"x 6" W 1.4 x W 1.4 WELDED WIRE FABRIC. F4 X1101 off° -n o �"�, 01 11 �1 4" PVC SCHEDULE 40 3. DO DRAIN TO PI TRANSITION SHALL NOT USE THIN �F'�11 l2 �,® 20% 11NV' 4 ROAD RIGHT-OF-WAY. 4. GASHALL BE HOTIP GALVANIZED AFFAICAO .SCHEDULE 40 N �® 9, 9Q`v FL c S `� 01.30 � 1®Q 2g ® �® ®.r, c�v, ® FG 37.34 3 DOWNDRAIN AND E I I FG 'w�° �® �g 4" O WAY CLEANOUT N.T.S. 28 38y FS 1g a ® ° 1�g PVC SCHEDULE 40 50.00 1.2� CLEANOUT DETAIL 14. NO SCALE EXPOSE 1-1/4" PORTIO OF 922 0� AD ANCHORBOLT S 34, R/W cs° �� UO Go co 98-85 0 CD cJ INV. 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RECOMMENDED YeCITY Drawn 0. zo SCALE r � >o DA DEPARTMENT OF PUBLIC WORKS Engineering.Surveying•Planning.Landscape Architecture CONTRACTOR HORIZONTAL �� � Three BetterWorld Cir. Ste. 200 Temecula, Ca. 92590 co NO. 21914 Ph. 951 294-9300 Fax. 951294-9301 ACCEP D YeOVDATE: PRECISE GRADING SEE TITLE SHEET AS SHO P. 9-30®07 o S INSPECTOR ® .� FR OF PUBLIC WORKS a Q) LOTS 37-409 & 47-49 IL�Q VERTICAL ANTHONY J IC DATEe � DA COMPLETED- ®p CA�`� .C. .N®. 21914 EXP. DATE 9-30-07 R.C.E. 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