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HomeMy WebLinkAboutTract Map 30264-7 Lot 1-88 Precise Grading CITY O TEMECULA GRADING NOTES 1. ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE GRADING, EROSION & S � h PR ECIS E G RAD 1 N G PLAN SEDIMENT CONTROL ORDINANCE N0. 04-04, AND, IF APPLICABLE, TO THE STATE WATER RESOURCES CONTROL BOARD NPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. UVJ �� � STgT 5' MIN, PA !Y MIN, 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1%, DRAINAGE AREA 2C, PHASE 5 " 10 MUDSIII SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' 3' MIN. I AWAY FROM THE TOP OF GRADED SLOPES. FINISH GRADE SHALL SLOPE AWAY FROM ALL TR. 30264-7 LOTS I m88 EXTERIOR WALLS AT NOT LESS THAN %" PER FOOT FOR A MINIMUM OF 3 FEET. UPPER PAD FINISHED MUDSILL RAINBOW CANYON � � :, . M N. SURFACE 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1. -o REDHAWK PKWY � � -1- LOWER PAD 4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR LO MA LI NDA 8'MIN. '� ' ° � STORM FLOWS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED SLOPES MIN. � OVER 3' IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS TO DIRECT Z ROAD � 20 o MAX. 6"MIN. � o SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. WOLF CREEK S. �v w 20�MAX. 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER, REDHAWK PKWY � Q SHgSiA �ANE.� } � ,. SECTION 13­11 SLOPE VARIES SOIL ENGINEER OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY THAT ALL FILLS HAVE 2:1 MAX. BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL • � � ; ' 7 3 � NO SCALE FILLS OVER 1' DEEP. n, > � CV 10 , 1 9 a 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S PUBLIC WORKS j � M m vii MUDSILL - 5' MIN. P�� DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN VICINITY MAP WOLF VALLEY ROAD 3 d ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING MT. OEM* a a _ 3' MIN. 2' MIN. FlNISNED SURFACE PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT / INDEX MAP HUNTER LODGE LANE FILL SLOPES. PROJECT SITE SCALE: 1" � 300' 12" p TR. 30264-7 � PA7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. 9 'V a 1> FORE`AY ql�S 8 MIN• JL��fAXARIES $ ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE ., PRELIMINARY SOILS INVESTIGATION FOR TRACT 30264 BY PACIFIC SOILS ENGINEERING INC., � � DATED MAY 21, 2004. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE 2X MIN. 6,. SUBMITTED TO THE PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION FOR REAR YARD SLOPES GREATER 20X MAX. DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN - � THAN 8' IN VERTICAL HEIGHT MIN. CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. SECTION A---oA SECTION Q---o.Q g, THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 HOURS IN NO SCALE NO SCALE ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION 45.0' 45.0' MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE FOR EACH LOT. Y_ y NIGH POINTw PUBLIC WORKS DEPARTMENT PHONE: (951) 694- 6411 F- PLAN 1A o PLAN 1AR o MODEL TYPE 2% ,o��• PAD ELEVATION-0.13' 6 �.�� � _j10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION AND �i � SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY DURING � cD ;�? !OT NUMBER 9„ FINISH FLOOR �,,Qv THE GRADING PHASE. DEEPENED FOOTING 069.06 '-� 1069.0e ELEVATION TYPE I \ I ARAGE ARAG PER PIAN . .. ' 2% MSN �c Q�v� 2% MIN. 11. POST-GRADING ACTIVITIES SHALL INCLUSE, BUT NOT 8E LIMITED T0, INSTALLING, WHERE 35 FINISH FLOOR ELEVATION _ • . •: �°� APPLICABLE, GROUND COVER, TREES, SHRUBS OR A COMBINATION THEREOF IN 3CR a asovE Pay ELEVATION) = = ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. SLOPES s' MIN. FF=to7o.t7 PAD ELEVATION OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACK PAD1069.50 3 FLOW PREVENTION DEVICES PER THE U.P.C. 47.0' 47.0' 4' MI '� 11" „ '` >D FILL DISPOSAL 2 SAND 12. FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL AND OTHER DELETERIOUS MATERIAL. IF PIAN 2A PLAN 2AR FOOTING( p.F DEEPENED x so �o6W) PADGRADE '' STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN MUST 0 o ENHANCED ELEVATION ER FOUNDATION CONSTRUCTION SECTION BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. A �, PER PLAN PROPERTY LINE REGISTERED CIVIL ENGINEER, SOIL ENGINEER OR ENGINEERING GEOLOGIST SHALL APPROVE GA RETAINING WALL, J NO SCALE PLACEMENT OF FILL. Imm WHEN REQUIRED, ��e�e� *FOR SLAB CONSTRUCTION SEE ARCHITECTURAL PLANS* 13. BY SEPARATE PERMIT FI31069.e� TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURESARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING GARAGE FINISH FLOOR ELEVATION AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING 47•0' 47.0' o�b� RIGHT-OF-WAY GRADING OPERATIONS. 60,50" CURB LEGEND 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. PLAN 3A PLAN 3ARco - FS FINISH SURFACE Q SHEET N0. 15. STABILITY CALCULATIONS WITH AFACTOR-OF-SAFETY OF AT LEAST ONE AND co LO� '� TYPICAL LOT TC TOP OF CURB PAD 12Q0.1 PAD ELEVATION FIVE-TENTHS (1.5) SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A N.T.S. FL FLOW LINE ELEVATION -- TRACT BOUNDARY REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND INV, INVERT A.V. AIR AND VACUUM FILL SLOPES OVER 30' IN VERTICAL HEIGHT, A ASSEMBLY 16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION r FF FINISH FLOOR RETAINING WALL OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE P � GFF GARAGE FINISH FLOOR EXISTING CONTOURS ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH 45.045.0' HIGH POINT = PAD �3+ L 1234.0 FLOW LINE ELEVATION RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE e�vnTioH-o.2 MIN. A F.L PROPOSED CONTOURS THE ADJACENT GROUND SHALL BE GIVEN. P/L-**- �'} V. G.B. GRADE BREAK DEEPENED FOOTING 17. EROSION AND SEDIMENT CONTROL; THE PERMITTEE SHALL ABIDE BY THE REQUIREMENTS PIAN 4A PLAN 4AR ........ ...... OUTLINED IN THE CITY OF TEMECULA GRADING, EROSION AND SEDIMENT CONTROL N NSTREET LIGHT V-: � ER ENHANCED REAR ORDINANCE N0. 04-04 THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING cO � 5# 5' 5F,H, FIRE HYDRANT ELEVATION ADHERENCE TO THE STATE NPDES PERMIT FOR CONSTRUCTION ACTIVITIES, IF APPLICABLE. GARAGE GARAGE PAD ELEVATION MI . IN. PAD ELEVATION MI ENHANCED SIDE c� �� TW TOP OF WALL ESR RIGHT ELEVATION 18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. N OTE: � � TF TOP OF FOOTING ENHANCED SIDE PLANS SHOW AN OPTIONAL TRELLIS � � 2 DETAIL NUMBER ESL LEFT ELEVATION 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO � Z e SHEET DETAIL SHOWN T.S. TEST STATION COMMENCEMENT OF ANY CONSTRUCTION/GRADING. WHICH, IF CONSTRUCTED, WILL BE BY e - e SEPARATE PERMIT. 20 PERMITTEE FSTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A PUBLIC BUILDING FOOTPRINTS z �� � � PA NOTICE TO CONTRACTORS 21. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF 3 SCALE 1" = 50' R/w � � CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE JOB SITE CONDITIONS DURING THE CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOOTING TO HE DEEPENE OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY FOR REVIEW AND APPROVAL. AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL p. o DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY 22• THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE -� 20 � TYPICAL SIDE YARD DRAINAGE AND ALL LIABILITY REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF F ' WORK ON THIS PROJECT EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF NO SCALE � STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE � F.F. ELEV, LENGTH OF OF THE OWNER OR ENGINEER. CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE DEEPENED FOOTING (D.F.) CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. i VARIES, 660 + EXTR' MIN, TO 1 PER PLAN,AMAXPTH FOOTING ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS EARTHWORK QUANTITY ESTIMATE UNDERGROUND STRUCTURES NOTIFICATIONS OWNER f DEVELOPER: 8 PAD ELEV, STANDARD PACIFIC HOMES � CUT FILL AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES 255 EAST RINCON ST. S.200 .� 12' MIN. EXCAVATION 4400 C.Y. APPROXIMATE LOCATION AND EXTENT, THE OWNER BY ACCEPTING THESE PLANS OR 2 WORKING DAYS PRIOR TO STARTING CONSTRUCTION OF EXCAVATION: CORONA CA 92879 PROCEEDING WITH IMPROVEMENT PURSUANT THERETO AGREES TO ASSUME LIABILITY AND 951-372-8500 � Underground Service Alert EMBANKMENT 4400 C.Y. TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE CIN OF TEMECULA DEPARTMENT OF PUBLIC WORKS (951) 694-6411 ON OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED; NOT SUBSIDENCE INDICATED ON THE PUBLIC RECORDS EXAMINED; LOCATED AT VARIANCE WITH THAT UNDERGROUND SERVICE ALERT: 1(800) 227-2600 SOILSENGINEER y o Calk TOLL FREE NI]TEiTHE EXPOSED PORTION OF THE DEEPENED FOOTINGPACIFICOR SHOWN ON RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE PACIFIC SOILS ENGINEERING INC. 9-0 SHALL BE FORMED, 4 SHRINKAGE 8 DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND BASIS OF BEARINGS 7715 CONVOY COURT a � 1--800 IMPORT/EXPORT ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE SAN DIEGO CA 92111 227-2600 TYP. EXTRA DEPTH FOOTING PLAN CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER OF THE UTILITIES OR STRUCTURES THE BASIS OF BEARINGS IS THE CENTERLINE OF PALA ROAD 858-560-1713 N.T.S. TOTALS 4400 C.Y. 4400 C.Y. CONCERNED BEFORE STARTING WORK. PER RECORD OF SURVEY BOOK 100, PAGE 28, IE N47'45'28"W 858-560-0380 FAX LD06-076GR TWO WORKING DAYS BEFORE YOU DIG CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK �ovessia , � ,Hall & Foreman, Inc. RECOMMENDED BY: DATE: �Z o6 Drawing- No. SCALE � CITY OF TEM ULA RIVERSIDE COUNTY 600-62-69 1970 pd �• t�� Engineering.Surveying-Planning-Landscape Architecture DEPARTMENT OF PUBLIC WORKS ga CONTRACTOR BRASS DISC SET 1' EAST OF CONCRETE POST MARKER HORIZONTAL y i �/ �ti Three BeHerWorld Cr. Ste. 200 Temecula, Co. 92590 Ph. 909 29�h9300 Fax.909 294-9301 � STAMPED 68 RESET, 2.9 MILES S.E. ALONG PALA ROAD � s No. a�st4 �s % � ACCEPTED BY: DATE: _ PRECISE GRADING PLAN 1 ��8 FROM POST OFFICE AT TEMECULA 29' N.E. OF THE AS SHOWN W EXPO 6-30-07 A PREPARED Y. � RONALD J. PARKS INSPECTOR °� * � s,� .�lr���,i DEPUTY DIRECTOR OF PUBLIC WORKS '. AREA 2C, PHASE 5 - 1O 9-9 PAVED ROAD 5 N.W. OF TEL, POLE N0. 6295, C.W.T. 3 �'�. �e Z S.W. OF 36' CONCRETE STANDPIPE. ELEV. 1039.378 VER11CAL �r�. i��� oma? ANTHONY J. ARICH DATE: � ••teed:•: TR. 30264---,7 LOTS 1 ---,88 DATE COMPLETED �` cA�'�� R.C.E. No. 21914 EXP. DATE 6-30-0 R.C.E. No. 19744 EXPIRES 9Z30f07 SHT* 1 OF 8� 39� 1080.01 1080.29 1080.58 1080.85 1081.13 00 1079.72 TC -.s TC TC• TCAL TC TC • 1 079.43 PH TC CP co co Q 1479.9 1079.7 PG 2:1 2:1 LOT 89 FG 2:1 2:1 2.1 J T 89 2.1 -� 58.21 ~-' S .O0 0 55.00 � :1 LQ 6.32 0 0 � -� 2 5 6.31 7 8 84.13 ao 84.41 cn 84.89 0 .a 83. - rn . 56.30 0 \83-38 83.7700 FG 84.12 � FG N 8 r oar FG 84.88 Q'8 �' 4 a) 83.36 FG 0 FG o FG o ov 51.8 0 83.1 FG N 0 FG � FG 0 1� TO 82.85 rn FG 83.05 N FG ao 0) W � 110 82.83 c,, .�. FG �,, �`? t� a FG N0 o ,AV FG ', r , • 0 z a 0 1084.17 00 'r, i'; .i .i. s c' g Y,i. 87 , ;., ��ax,.,. la-. . AV 108317 0 `; 1083. o H.P. • !' �* oh • j.. ;i 11:i i 3 i • ,' ;X"„`#`R' ..: -a �". r- ..--. : f 1 3r 47 H•P• o i' .r .. 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RETAINING WALL PER ROUGH GRADING PLAN 20 10 20 40 80 0 20 N C�TE'&' GRAPHIC SCALE � A* PLANS SHOW AN OPTIONAL TRELLIS a H IE CONSTRUCTED, QUILL BE BY Underground Service Alert UUHIC SEPARATE PERMIT. d O 9-0 o Call: TOLL FREE 1-800 5-0 LD06----*076GR 227-2600 -� TWO WORKING DAYS BEFORE You DIG �' ' BENCHMARK of�sgi 5 • DrawingNo. DATE Y REVISIONS DATE ACC'D a 1T Hall & arema Inc. A / ,, lv� CONSTRUCTION RECORD B SCALE Q � � RECOMMENDED BY. D p • � CITYOFTEMECULADEPARTMENT OF PUBLIC WORKS � Engineering•Surveying•Planning•Landscape Architecture COUNTY 6 0--82--89 1970 RIVERSIDE COU O �, CONTRACTOR HORIZONTAL Three BetferW�fodd Cr. Sfe. 200 Temecula. Co. 92590 BRASS DISC SET 1 EAST OF CONCRETE POST MARKER y 4� 00 rox.909 294.9301 °- STAMPED 58 RESET, 2.9 MILES S.E. ALONG PALA ROAD NO, 21914 Ph. 909 29 93 ACCEPTED BY. DATE. _.�. AS SHOWN � Exp►. 9�-30�-0�► � PREPARE � RONALD J. PARKS PRECISE GRADING PLAN FROM POST OFFICE AT TEMECULA 29 N.E. OF THE � � DEPUTY DIRECTOR OF PUBLIC WORKS *% - INSPECTOR � � � �+/ � � . , . . . PAVED ROAD 5 N.Wr OF TEL. POLE NO. 6295, C•W.T. 3 �,�► ®r VERA A � ;- • TRACT 30264---,7 PHASE 5 S.W. OF 36' CONCRETE STANDPIPE, ELEV. 1039.378 C �' ��` 1V1�- �' ANTHONY J. T BCH DATE: •. • '•.• ' . � v �(� �98� S�iT. 2 dF 8DATE COMPLETED A R.C.E.No. 21914 EXP. DATE 9---30-•07' R.C.E. No• 19744 EXPIRES 9Z30ZO7 LOTS 1--,7, & LOTS a Vp CP W CP cc) GO) G� " 'n�.� .4 CP - O . 1 2:1 LOT 89 2:1 2.1 2.1 2:1 2 55«00 55.00 85.00 85.001 115.72' 1 47.08 - a \_85 '' $5.75 -r-� 88.58 FG .��; REMOVABLE CAP s5 a5 s5 31 88 69 76 s6 01' �j 5.6 8 0 ,.••� FG FG oo tv PVC SCHEDULE 40 P' FG FG ...� FG co FG bo w 85.00 v� FG 85,29 v� FG P 00 ... -4 0 FG Iv FG to 4 ,. Iv -' 10$5.67 • oo . ' M Q, C ) o �o FINISHED GRADE °° o w 0 ca H.P. o V wF JTZ' 5.V / J •�� 1085.07 r •/ f --' 10 4.77 5.0 0 5. 8 H.P. y 4" PVC SCHEDULE 40 4" PVC SCHEDULE 40 • H.P. Q 1085.37 85.87 Q j �► .. 0 0 0r \$5.87FG0 H.P. c r* ....a► U .0 8JIlp"',� FG 85.4 rx, 5• i 5 Q tii k a , a-s 3 a i r . ..:..'.i c. , $5.27 FL •` F ,..•�' :.. : 84.97 FG oo �? t 84.97 85,57 1� 6, H l • ,' ca FG 85.27 84.8 0.4 FG 0.0 ,� Qj J d, :, ,. . ► FG FG ® 85.3 c 84.5 FG DF 85.1 p c,► ,q • 84.4 FL $5.1 FL !AN 4CR �,r L4 •�, �� ,,. : ° FL 84.7 FL ° 1066.37 A q y �e " FL FL � Dom, off ' ,, 4 TWO WAY CLEANOUT 0.0 FL P D 1083.7 r �� �� .� p 22.8 DF PIAN 1A 0: PLAN 3B DF` Q �` f po PVC SCHEDULE 40 IAN 4AR _ � 8 •9 �" . = FF=1085.77 ° PF 1088.07 8 84.9 FQ �S •� F 1085.47 ° PAD=1085.1 PAD=1085.4 FG . �� ? EANQUTQETAIL P D=1034.8 `� FL GB ( L 1� ,c. .o • 84.8 •get 8 �c�' � ,� '�fi, 85.45 � S �o � • ® 2 c r ,� •90 �� � -� � ti NO SCALE 84.0 0.2 FG FL GB 4 c • �� 40�o tt pp $5.40 0 �` 'o`�o o ��o •�� FL GB 84.6 �0 �' c9•� s 84,53 84.0 FG � � .� � ,9 •) • 84.2 84.5 FL GB FG FL GB 84.2 GFF=1088.8 FL GB FL GB � 84.35 O � 84FIG .63 FL GB 85,10 0.5 -� J Ch FG 84.65 FG .� a p o W. GFF=1 084.97 = •ti cA w g G FF=1085.2 FG G FF 1085. 7 o'h . . • � doll 0.5 °'' �� � '� 0 24.50"' rn 6 SIDEWALK 00 015 & DF _11i 190 2 t� y o Cry 00 Cf1 p --� COCID 0 ° ' •52 /�,) �J`�J V �Z o o - • V � o 0 1 L o n z INVERT OF PIPE 1 2 IN TA L REMOVABLE cs� T o 8.1 8 . q, ,� �, / 6 S L C� Orl w -�'''�� ABOVE GUTTER PLUG � � �' 1�•� �p �°� rad z o ,� � �17•S� N► FLOMJNE �' B -.. 55.00 � �► " . 4 PVC 117 83. • 91-4., « . • @) ' �� y = p 9.10FS FS E5 Fam �'_.R/W 1 3:01 �., •o , g ..l --e r�00 z INV. ELEV. " 4x4 x4 1083.6 -� ^` �� j PER PLAN 3x4 0 1082.76 -40 --� c� .a5 �• TC a -'�.-�� -, CURB AND TEE 0 3.38 o� C ro� 00 Jr- 0 3.07r oo r- . c ,� �� GUTTER 3 MIN. PVC REDUCER TC + , 1083.08 TC + TC .�., + `� s .'� '� -' (SCHEDULE 40 VI ao cP► o • M CO EIS - �� Q w ° • ELEVATIO.11 18 0 o a �., CD 1 0 .�0 6 30.7 h--' L 0 -� NO SCALE . '4 '� 00 r 36" RCP 8 .79 �.�, 00 PNs" co K,.... Vif %I Cn w o T6S3:(33 0 €�---- 00 �f�T 3 : T 11653{ �►�' w► C4 TC 0 TC �� TC �' 20. 11 Z N AV '�i II I• C�.00 �, IST. R T •� �, o c 00:48 D iv co co w 3.01 83.1 - R` ING PLAN II .,�► - w 1V MIN. INSTALL POLYETHYLENE LL.I R w -�► °' o PLASTIC gyINT MATERIAL Ct oo � COVER " �, 8 DW-a oo � oo v, QUICK JOINT OR EQUIVALENT :A .1, • �, a� r`'� to z 0) K2yyCO Co o� � 0o w o Qar. G7 01)1010 " V ..�..�► 4 � A • Q �' o un 0 o 00 1.O MIN. t,�' -_4 -n C� � �, 0\1 co 18 5 0 v, NIN X0'I r5 05 P con c, �, o ` ' � cc, 5 v . .0 o .�. 00 GFF=1084.87 G = / , ad -� _I 00 • -� 9 6 2 MIN. 84.27 �� ` 10 1 cn Q �' 2.0 84.3 FG 84.80 FG 83418 FG a -�-� SECTION • r: �! ,D n • d __& 0o $5.27 � f�900 �.�� �. -� 83.8 FL GB 84.2 w ,�, .FG6 C P RIVATE RAIN THROUGH CURE! DU.AIL FL GB FL GB . ► o Ur 0 0 84.3 �, r�; 8.67 ;4 -+ 'NI ° . -� �v ry a w X01 35.2 NO SCALE FL GB y tr 20.5 o . • PLAN 4IR 2�- .�, oo , =108 7 1 ce '� °0 ai I b °° FF 5 a, ;v •� ov V I � C L 2 r� c�, oo °� PIAN 1 CR PAD=10 5.1 -� a c7 °�-� o �- o� :�-� co r�o0 0 FF=1085«37 N a , ,� PAD= 0.0 - ► --� av _Pb D 84.7 25.5 --� w 18.0 84.3 1, av a 0 84.8 FL o ZS n, .� tI tI V a FL 84.4 $5.27 --� v� �.a _ CONSTRUCTION NATES 84.87 FL y _..___� 0� . w FL 5.27 FG -r, o0 3l�. a • oo v ea ter ,,� -� 00 •7 3 f 9.2 7 �9 6 If %%J• ' 00 FG FG u,► �, -4 ,°off .4 • oo av X � T 1 REMOVE EX. DOWNDRAIN AND CONSTRUCT DOWNDRAIN !`' 5.5 � _.., ilo �► �° rnov c j�`" L 7 D WY 19.5 a -�, y ;a,Now& qq 8? 84.87 - tI �', 0.9 ov pctP �, Trq & PIPE TRANSITION PER DETAILS, SHEET Na.4 ne FIG J, 0 " ' �1 � C L 1 � � t,� � � r` p�G7 y -�r�00 t . 1085.07 ,., 0 2 JOIN EXIST. DOWNDRAIN. EXPOSE 6 OF EXIST. ' 84.67 0 00 y -ry `' 18.3 3+ O0 --' REINFORCING TO BE TIED INTO NEW CONSTRUCTION -� ., � � 1084.67 .� .;� � � .P. � �,� �, _.___...�... � o �� o 15.0 0 tr •� rn H.P. ;i 4 854,6 Q + .13 (, 85.23 ti yj -�► 0 FG FG ti vw 3 INSTALL 4 P.V.C., SCHEDULE 40, DRAIN 00. �o 0 1 •�o o�p „ w 0 ,cr •.� 10.00 2:1 2:1 o .p,•� 0 44.42 ' c°°n �' 35.00 00 , 4 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER --• -�, Co r �Q v 9 ;0n w 15.0 �, . -�, Q, 4co M-2 CIO r. DETAILHEREON X1'1«. cn `� 00 V7 .� rU o' �' ^" r r 5 INSTALL 4" TWO WAY CLEANOUT PVC SCHEDULE 40 EXIST. RETAINING WALL o'' � � .� w� d 15.0 .� o o� ,� N��v PER DETAIL HEREON PER ROUGH GRADING PLAN 2g•2 � c7 1 33.8 108.87' II z 10,0 -� ou ��z 0 � 20.5 •�. to C9 00 -�-� cb CL. 6 p W 8.71' II �1-+ © «. J �0 3+ 5.20 04 V' CVo Q0 -r� • 000 / ��y d « cu Q tT LJ. 00 y, (fit V y Z7 IT t�� - 2 `� w w wz ja Z-0 Q 000 �► ---__ 4 $p o o0 110.00'NOTE . 0 bo 10.67. 0 �, �"'""00 -" � - �' .�` 18.5 S w Co PLANS SHOW AN OPTIONAL TRELLIS co co� � � .� . _qo rte . --r, . � . 00 � 0Q � . L 16 yy 9.45 II � -�� . � -�► 29 ►� y CL 1 �w w 0 WHICH, IE CONSTRUCTED, WILD BE BY .� - SEPARATE PERMIT. • --=-z �• o bo 0 �►� �a 0 �a 20 40 80 14 0 �0 �° 18.5 V �° II '' �, 4 z 3.Q 0 �► o ., i�..�� o��., 41.0 ,.s o z,�t�. .�'' Vt �G7 a3 • iia►v � 10.ao c� & •� o X d V1 V• 'v 0> 20 -, .,(n co C0 ` 0 , iw ;0 GRAPHIC SCALE M 000 -►I ..-..c, �. Underground Service Alert a►0 a .� avfill �► , w G]v - 111 01, 40N Ile _U o Who TOLL FREE >� a � 1-800 ,� .s to-'00" 227--2600SEE SHEET ' 4 LD06----,076GR M TWO WORKING DAYS � YOU DIG •BENCHMARK i QST Aly h :: DrawingNo. N TR CTION RECORD DATE BY REVISIONS DATE ACC'D B �0 ��► � Hall & Foreman, Inc. � ��COS U SCALE @RECOMMENDED BY. DATE. a �� Engineering•Surveying•Planning•Landscape ArchitectureCITYOF TEMECULADEPARTMENT OF PUBLIC WORKS COUNTY 600--82-89 19717 ,�. 9 g Y g 9 A � 'um .RIVERSIDE CO Tres BetferVlfortd Cr. Ste. 200 Temecula, Co. 92590 CONTRACTOR � HORIZONTAL � � �' � BRASS DISC SET 1 EAST OF CONCRETE POST MARKER v, �- Ph, 909 294-9300 rox.909 294-930 ACCEPTED BY: DATE: � X V~ STAMPED 68 RESET, 2.9 MILES S.E. ALONG PALA ROAD 0 °• ����'� r 9 AS SHOWN w EXP. 9-30--07 ,�„ PREPA ® RONALD J. PARKS - FROM PAST OFFICE AT TEMECULA 29 N.E. OF THE o� � DEPUTY DIRECTOR OF PUBLIC WORKS :. ,•, INSPECTOR ,� * ►404th► ea g . . . TRACT 30264---,7, RNASE 6PAVED COAD 5 N.W. OF TEL. POLE NO. 8295, C.W.T. 3 �, .�•r � z S.W. OF 36' CONCRETE STANDPIPE. ELEV. 1039.378 11R11CAL �• 1V1� 4 ANTHUN ,1. TERICH DAVE: •. • •.•• fi8--47, .. . J. A�-�� EXP. DATE 9-30-07 R.C.E. No. 19744 EXPIRES 9 30 07 SHTO 3 OF 8 a DATE COMPLETED 0 R.C.E.No. 21914 _� �.-. r f A A 3/1 TYP 4" EXIST. RETAINING WALL PER ROUGH GRADING PLAN V_ ... 44.55 #4 GALV. SUPPORT #4 PERIMETER BARS 0 9 O.C. SUPPORT BARS 14 511 2001.48 129 2 4- -- 4" EXISTING DRAINAGE DITCH EXIST. RETAINING WALL EXISTING DRAINAGE DITCH 4 GALV. BARS 0 3" O.C. WELDED PER ROUGH GRADING P PER ROUGH GRADING PLAN PER ROUGH GRADING PLAN a4 # LAN L( TO GALV. #4 SUPPORT BARS M o � 2:1 PLAN VIEW � � NOTES: 55.00 65.00 55.00 55.00 46.58 2.1 • �- 1. GROUND SHALL BE PRE-WETTED TO THE SATISFACTION OF THE ENGINEER - -- - PRIOR TO PLACEMENT OF CONCRETE. © �! a? o °�•° 91.57 2. MATERIAL FOR CONSTRUCTION OF DOWNDRAIN SHALL BE CONCRETE • co • 0 N 0 � �' FG REINFORCED WITH 6"x 6" W 1.4 x W 1.4 WELDED WIRE FABRIC. 0 2.1 cQ 0 o v 2:1 ca 2. a �.. 90.4 ,-- 2:1 24 a •� 2:1 �' „"'" F .• 91.55 � ,... oNONE= FG 3. DOWNDRAIN TO PIPE TRANSITION SHALL NOT BE USED WITHIN .- ,-- 90.45 1.47 ROAD RIGHT-OF-WAY. 88.8 •. FG � 0 1 D 88.75 FG 10$9.57 a ,,... 0 H.P. 8.3 c� 10 8.27 FG 86,2 v 10 9.17 0 80.6 1090 37 0 0 5• 4. GRATE SHALL BE HOT DIP GALVANIZED AFTER FABRICATION. © o H.P. o �, FG a �� - FG o H.P. Riv-� H.P. FG 0 - � �� a H.P. o �.' 'vt� 5*0 � C, .Q 1088.7 5.0 ,�. 5.0 � � 90.0 0 10 9.97 5.0 �, � o `��� `�5. q 91.67 H.P. `•`' . . FG o H.P.90.o �, FG 1 2 FG 90.57 DOWNDMN., AND SPE -TRANSITION DEMI 88.47 � o ,-- 1.2 2 1 5.0 �. 9 a 15.0 $9.37 9 FG .47 9.37 89.56 89.77 90.57 FG 91,67 0 0.0 F� V) 9 FG 88.97 88.97 FG FG FG 1 2 FG FG 3 87.3 0.4 88.90 0 2.2 a 88.9 � FG � 0.17 90.1 90.1 1 N.T.S. 1 � rG $9.3 0.0 91.� 0.77 FG $9.7 FG 88.0 FL FL 87.48 IN FL . . 3 FL SEE DET. ABOVE 88.4 � 88.4 � FL ,..�Z..B� � 89.7 FL - • • FL N RFO-n- 14 o. 8 . L PLA 38 � � L PIAN 3A � 5j 9 2 8 3 � PLAN 38 7 FL---� 2.8 . � ;-� �1 692.1 � " DF FF=1088.97 DF �, o DIF FP=1089.87 D�' o ;� FL PIAN 2BR a FF=1091.07 DF F 5 1 -•0 MIN. PAD=1088. � ;. PLAN 2C o PAD=� 88.26 PLAN 4 PAD=1089 � o � -• ` P D�1 a • � . FF=1089.47 88.0 � 89.16 � FF=1090 27 o PP=1090.87 � 0 90.57 � � • FG PAD=1088.8 FL GB FG PAD=1 9.3 PAD=1090. FG 0. � 0.6 V) 02 5 88.97 85 88.8 FL c8 9 I �p � c� � 89.90 81 GS 90.8 0 i3O FG eRF� o FL GB .o 0 89.6 c� � ,,... 87.5 3 .6 8 FG 91.67 F�- L °87.4 87.9 FL GB 88.3 88.7 89.30 89.2 89.5 1.67 • FL GB F FL GB FG 9 ENO" FL GB FL GB FL GB FL GB G FL GB FL GB f G • ,• . " $9.31 � , . 4 88.00 88.50 88.90 8_9.63 90.10 = ,.:.• ` �� 1091•g� _ FG FG FG FG 0.5 FG FG G .4 A. G FF=1089.7 9.3 A f GFF=1088.47 GFF=1088.97 GFF=1089.37 GFF=109(3.17 GFF=1090. 7 d1� •. �• `--� , •p 0.5 0• N •� 0.l3 �S 0.6 0.5 �a� c� �? ep DF " �-,, LO a?DF 10 0 & R DF 0 00 ap ti CO cv o N ov � , cy �C DOWN DRAIN ro• c6 b� co o0 6 0 2. a 5b o 00 oe . ,� . : �C� n7• 4 0 L:67.86 55.00 c �-- 65.00 55.00 55.00 55.00 ~ L=23.83 . 34. 5 R/ vu �s FS FS FS FS FS r' FS 0 - � �oa9•a BECTION B-B 8.16 4 �' 86.1 41 "o 4 C o TC ,... VARIES WITH SLOPE / INV. 3 7.02 .42 88.85 00 oo / 1086.6 V. • 1 Q88.28 1 Q �. 00 c� cv LOO IN nN IN K) o o � � © 108 .38 TC -- ,r--- 108 .40 �- .--- v 108 TC .- / W . 3 �i RIM °' cy___ u7 o6 'm00 0 RIM �EyyE ---- - _j + PROVIDE 3/41#x2" NOTCH IN HEADWALL SEWER a T � O 00 AND DOWNDRAIN TO RECEIVE GRATING � + + � � + + � 7.1 + + _, 8 1 6 Lj � 30" RCP � 30 RCP Q a o © --- g- CONCRETE HEADWALL 00 4 --� C •-- , co N - r- --- r - -T- --- ,--�� _ _ r_r g-- rtE oo , 8�-WPvTE - z�T T T- x _ ---- _rr --r_� T ,_.�-----T..�, r _�_. �, f 088 4 .� 1066.06 -� 1'006:4 + ~� �� 85 ,� + 1087 r25 -�- 1F(38 � .j + T08a.0 + _j + 1089.11 PIP SIZE AND A c� �- �n _.., U � 0 co �-- t� TC to TC TYPE PER PLAN " TC TC v �C TC T� TC i .� 4 I NV. E LEV. F DL •a PER PLAN -- -�I 8" TC C • 6.3 86.4 r 6.9 87.087.1 67.3 87.7 87.8 7.9 88.5 88.6 .0 R 1NrL, Es �. ���•o � a � . . . Q 55.00 55.eQ .00 � ON 56.14 0 56.27 �• � � � 0 0 LO A V_w 00 LO 0 LO Is .- , �, � o � ,a o.7 � o o .� � �, eo � �, SECTION A ! 0 0. M 0.7 0.3 .? c,� 5 3 0.4 c� •77 U68 0.8 Yg ��. o� ' �o D�' o O DE 61.3 8.80 ri GF'F'=1089.47 GFF=1089.97 0• N OTE . DF Of88,10 GFF=1088.77 GF =1090.37 GEF"=1090.87 $9.9 FF=1088.37 0.6 GFF=1089.17 "G 88.0 FL/GO 5'8 .7 _ FG FG 88.77 89.50 89.9 90.529D PLANS 87.60 88.43 SAN OPTIONAL TRELLIS 87.5 FG 88.2 FG FG FG FG F fL GB G FL GB 87.8 FG FL GB 88.3 X8.9 90.25 89.3 $9.$ .a WHICH, IF CWILL BE B 87.2 87.$0 88.1 �D FL GB FL GB FL GB FG FL GB F!. GB G891 FL GB FG FL GB ,g7 89.3 90.87 fl. SEPARATE PERMIT. 88.76 89 ®,Q 87.2 FG FL GB FG FL GB FG • • 88.2 89.0 � .Q 11 � o PLAN 4A PLAN 1A 1 F P N 4B 1.77 A �] L GB DIF 3 = FF=1089.27 PLAN 2BR FL GB 0.0 PLAN 2CR 0. o --• plAN of 1088.87 ca PLAN 1 C PLAN 3CR c FF 1090.87 ,� �G 092.27 A =1088 2 PAD 1088.8 FF=1089.87 _ o : PA =1090. FF=1091.37 DIF FF 1 .8 CON5IBUCTION NQIES Q - PAD=1089.0 FF 1 X89.97 0*0 FF=1090.47 89.4 a► 2 AD=1090.7 �: D�10`�1 91.2 PAD=1089.3 90: P 90.3 ,� pa $� 88.5 PAD=1089.8 FL � 86.8 FL 1 REMOVE EX. DOWNDRAIN AND CONSTRUCT DOWNDRAIN 87.7 88.1 80.8 89.4 FL DF\ FL FL g1.Z FL 91•�� & PIP FL FL 89, 90.87 90.87 E TRANSITION PER DETAILS HEREON, 7.7 FL 89.10 89.13 FL FL Q 90.37 FL FG " FL 88.30 88.1 88.68 88.8 89.38 FG FL FG F(; 81,77 2 JOIN EXIST. DOWNDRAIN. EXPOSE 8 OF EXIST. FL FG FG FL 89.97 88.30 FG FG FG FG 89.97 90.37 FG REINFORCING TO BE TIED INTO NEW CONSTRUCTION FG 88.70 89.40 FG FG 8.7 0.3 , - ► 0.1 V5 /F-G •3 1090.67 1o91.57 N 0.1 5 FG 5 o o c-, � � �. 5.0 N.P. �-- 91• '' • ry� �' p r- " � c o o H• 3 INSTALL 4 P.V.C., SCHEDULE 40, DRAIN 5 a .1 o0 1089.77 • � 0 • 1090.17 �, G a a 0 0.1 Q 1088.87 � t Crl o 90.71 .r 0 � O �i � � o H.P. �,y N� 0ti 0 • v� t•,� FG p� �- �? 1088.07 , . co o u7 �? 8 •2 N 86.81 00 90.19 90.76 03 4 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER .P. cv .--- 1088.47 N G u. 1089.17 0 89.87 0 90.25 � FG FG • © VH.P0 FG 98 �6 DETAIL, SHEET NO 3. 89.05 . ,,.-. 88.13 88.12 ,,,... 88.51 T- 89.04 o H.P FG FG 88.4FG r 2:1 INSTALL " G FG FG FG $9.15 • 0 5 LL 4 TWO WAY CLEANOUT PVC SCHEDULE 40 2.1 G 58.20 PER DETAIL, SHEET NO 3. � 55.00 2:1 2:1 55.00 2:1 55.00 55.01 2.1 EXIST. RETAINING WALL V_ V_ PER ROUGH GRADING PLAN ' Underground Service Alert Q� 20 0 10 20 40 80 0 o Call: TOLD. FREE - o -v 1--800 227-2600 20 NO WOWNQ DAYS BEFORE YOU DIG GR"HIC SCALE LD06--- 076G N CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK �oIss�a - all & Foreman, Inc. Drawin No. 1SCALE Q H� RECOMMENDED BY. DATE. �J04 Engineering.,Surveying•Planning•Landscape Architecture DEPARTMENT OF PUBLIC WORKS RIVERSIDE COUNTY 600-62-69 1970 Three SetterWorld Cr. sto. 200 rem c la 90 CONTRACTOR � HORIZONTAL � �� • u , ca 92� BRASS DISC SET 1 EAST OF CONCRETE POST MARKER �, .- Ph. 909 294-9300 rox.909 294-9301 STAMPED 68 RESET 2.9 MILES S.E. ALONG PALA ROAD -• We 21911 x ACCEPTED BY. DATE: ' AS SHOWN w EXP. 9-30-07 n PREPARE BY: RONALD J. PARKS � INSPECTOR FROM POST OFFICE AT TEMECULA 29 N.E. OF THE �' DEPUTY DIRECTOR OF PUBLIC WORK • � . PAVED ROAD 5 N.W. OF TEL. POLE No. 8295, C.W.T. 3 �. . • • • 30264----*7, PHASE 7S.W. OF 36' CONCRETE STANDPIPE. ELEV. 1039.378 VERSCAR 9� C1V% � ` LAERICH p ANTHONY DAZE: .,�9$�;.•• DATE COMPLETED ��' CA��49--,30--,07R.C.E. 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FG 92.3 FL GB 91.8 FL GB ,-0 -,� •Q,�, �-- 1 92«53 0 1 8 8--- .. GFF=10 F .84 FL GB 92.35 .y MIN: w° '1 6 :�`cr,w 93.77 L GB 92 FG _ �n ,o o.� • 92.1 y c 'NOV -n 0.8 93.32 FG 92«29 FG �.:.: :t? ;�. --n w o c� ���, 0 UFF 1093.17 FL GB FG CO v • -n �' .� c7 cam, P c,� , �0 Z co d Oo FG G FF 1093.47 G FF 1092.8 ` 4. 00 w c7 --� A 00 ov _ i J. • DF 0*5 -� •. V I aICU w 6 ' � 6% �DF -' a co N •� � �,,, c7 u�: L6: :_ °�' , O 65.0 Ik L= 02 0\ 00 v • �` :.p O ��4 --# 1.0rMIN. -' �, ..► . j OF 1, �► N W o ,g w c� 17.87' 38.48 55.00 55,00 2:1 L.9 LLL a, . 91.2G F F � R/1N -- q -- O 0 a <z w ow V. 111 0 91-83 10, ( r C 1. 3 4.01 - - 22.48 r-- r 1091.03 Ill x'1091. 7 1092.07 •� 1094.98 O . �C n, + o Z .�G l' 1091.62 1091.511091. 2 � 00 1090.90 TC cA� Co -' T ...� TC "� TC �q U? TC @ BC TC EC + V -� °' CD °' co RIM ,a. yB ER 1� 15 - �� 12 0, 0 --� � t-7 �.' rt-� 30" CP rte- -�• rte- r u► 24 RCP r� -�' r' 24 RCP r.. �,,, + �. j ' CJS O '`� 0 O �''' 1~ 9-T 27 _� � ______-__ M_. 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FG FL GB FL GB FG 94.4 r 0.3 FL GB FL GB FL GB FL GB 1 DROPPED 93.57 001 1 0,1 67 FL GB pg GARAGE �v L GB FG P LAN 2C 1 P LAN 2A -► ._, c, DIF .0 LAN 4A w 92.6 • c� ,PLAN Q PLAN 1 CR v o FF=1093.97 PLAN 4A FFA 1093.87 92.9 A ° PLAN 3CR F =1095.9 _ D� F =1101.8 :14 F�LGB = FF=1093. 7 PAD=1 3.2FF 1098.07 PLAN 3A PAD 1093.3 0 0. 09 FL fF=1094.37 P D=1095. 96«7 = P D 1101.2 9PAD=109 .0 = PAD 1x97.4 FF=1094.0 93.1 0.0 PAD 1093.7 FL • 2.9 94.9 96.7 0.8 PAD=1093,41 FL 93.0 92.6 93 4 0 3 F 93.4 92.7 FL FL 93.4 FL 95.0 FL FL 1' DROPPED 0«8 • p. 93.47 FG 17 93. 93.37 93.37 /FLF 95.4701.37 GARAGE F .0 93.0 FL FG 93.87 L FL 97,30 0• .7 L PIZ FL FIG 93.87 FG 95.47 DF FG 93.17 FG FG 93.57 93-57 Y . ,- FG FG FG 97.24 . FG - ` , r 1093.170 z w 6• 1093.27 ° �r 5: FG FG Q r FG 41.5 to hi r- co t � 1093.67 � v ?1 o R a. o2� s co 5.0 93.3 - � � � � 11 1. 7 y v 1 7 -.� 0 1 ca 1 2.97 095 2 09 v w. 1093.37 N 93 33 N « 2 fi p 97.11 O FG tom, co H p. M H P r: ) (� H.P. ' O . T w . .t= p H.P« O 93.38 93.38 FG ..�► FG . .j 97,. 0 92.9 Iv o 93.69 9`3.7D FG a N • ? FG FG j o 93 �-_-. 5 29 95« 1 y 1097.12 0 FG FG 01.11 01.14 v FG FG t .r . FG H.P. co O � 2:1 �- � FG FG � ' 58.70' 2:1 58.70 58.70' 2:1 60 0 2: 60. 0 90.99' V' 58.70 2.1 EXIST. RETAINING WALL • PER ROUGH GRADING PLAN Underground Service Alert 20 0 10 20 40 80 o an N 0TE: • No. 9-0Cali. TOLL FREEPLANS SHOW AN OPTIONAL TRELLIS � Q �" 20 ' .9 � 1-800 WHICH IF� CONSTRUCTED WILL BE BY -? , 227-2600 b_0. SEPARATE PERMIT. LD06076GR >1 TWO WORKING DAYS MORE YOU DIG ' BENCHMARK o�Es� y� ;� RForeman, • � DrawingNo. CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D 10 � lull & Inc. �SCALE � -� RECOMMENDED BY. DATE. o '� • OFDEPARTMENT OF PUBLIC WORKS Engineering•Surveying•Planning-Landscape Architecture ITY TEMECULA RIVERSIDE COUNTY 600---82--X39 1970 44� Tyres Betterwortd Cr. ste. zoo Temecula, Co. �x�90 CONTRACTOR � HORIZONTAL � s �, � � BRASS DISC SET 1 EAST OF CONCRETE POST MARKER v, ... Pit. 909 294.9300 fax«909 294-9301 • • � �� STAMPED 68 RESET, 2.9 MILES S.E. ALONG PALA ROAD -» No. 21914 ACCEPTED BY: DATE. AS SHOWN w EXP. 9-30-07 ' RONALD J. PARKS PREPAR B PRECISE GRADING PLAN . FROM POST OFFICE AT TEMECULA 29 N.E. OF THE �► DEPUTY DIRECTOR OF PUBLIC WORKS ,•, 9-9 INSPECTOR ° PAVED ROAD 5 N.W« OF TEL. POLE NO. 6295, C.W.T. 3 V TRACT 302647 PHASE 8 z VERTICAL ''y .`� STANDPIPE. ELEV, 1039.378 CIVIL ANTHONY J CH DATE: « '• •. . S.W. OF 38 CONCRETE �► � off` H UP-�1 •�9��" • LOTS 2 & 63---,68 sHT. 5 OF 8 •�. DATE COMPLETED �' CAS R.C.E.No. 21914 EXP. DATE 9-30--07 R.C.E. No. 19744 EXPIRES 9OQ� rrrrrirrririrrrrruunu nr.rrrm SEE SHEET No . 5 SYCAMORE CT,, F 102.71' 1091.91 R/w . ,, TC w ,n'7 1.4 Z .--- � .p NX to ��' g`L ll , 00 10 .92 1093.71/ 1095.19 TC ,_ TC 1093.96 TC �CjJE �_ RIM o p •o r�. � � TER8---�---W TF %30.,g #e' - I ;t I 1 0 4 � v `•'' �' 'h 24 CP q� co 00 92. CD 1. {i EWE , c�i �- Q 092.87 c, 4d 'O� 1 R. t Q TC • 1,` � Nr,r . Cp r�! 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PAD 1095.8 '27 FL GB DF FL , PAD=1 FL 95.3 ,, 394.- 094.0 FL 94.8 95.3 12 a. 94.5 95.0795.3 FL FL FL 96.87 H : FL 94.1 FL FG 95.42FG 95.92 95.9 FG FG 94.77 FL 95.16 FG FG 96.83 .6 _ FG 77 FG 5 .,. 5 FG FG • �, f 0 0 U") 5'.. 60 r"4 a e 0 DF 0 _ il: -2 1095.17 _ ..5.-r 1 1095.67 N 1094-47 d} .-- 1094.87 '�'" ,.a '' r 4 �f �- 1096.67 O 1 094 47 3. x o p N.P x-- 94.65 y a HP . o NP �- H.P : F 94.53 w 95 31 o • G ,f�� .. 94.90 �' � 95.33 =� n 95.8 r- FG 94.98 00 FG cy 5 96.81 1 g•�S FG t 95.82 FG 96.80 3 8.33 5.33 FG FG • FG 55.00' FG 55,00 0 20 0 10 20 40 80 NOTE* 2 PLANS SHOW AN OPTIONAL TRELLIS GRAPHIC SCS WHICH, IF CONSTRUCTED, WILL BE BY Underground Service Alert SEPARATE PERMIT. A o Carr: TOLL FREE 1--800 227-2600 LD06� 076GR -5WMMNG DAYS BEFORE YOU DIG 15 cy RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK �o�����o �; ..� Mall & Foreman Inc. f Drawin No. CONSTRUCTIONSCALE V RECOMMENDED BY. DATE. 4 • • OFDEPARTMENT OF PUBLIC WORKS Engineering•Surveying•Planning•Landscape Architecture CITY TEMECULA RIVERSIDE COUNTY 604--62-69 1970 ' �► - Three BefferWorld Cr. Sfe. 200 Temecula, Co. 92590 CONTRACTOR BRASS DISC SET 1' EAST OF CONCRETE PAST MARKER HORIZONTAL " � �, 0� Ph. 909 294--9300 rox.909 294--9301 � � STAMPED 68 RESET, 2.9 MILES S.E. ALONG PALA ROAD c� No. 2191 ACCEPTED BY. DATE. AS SHAWN w Exp. 9�3a-o7 ,� • � RONALD J. PARKS . � PREPAR B . FROM PAST OFFICE AT TEMECULA 29 N.E. OF THE ► DEPUTY DIRECTOR OF PUBLIC WORKS :, ••, INSPECTOR � /to � . , . . . 9-9 PAVED ROAD 5 N.w. of TEL. POLE Na. 6295, c.w.T. 3 �,, TRACT 30264---,7, PH ASE 9 � ' PIP ELEV. 1039.378 VERTICAL ��, C ti �� . '• •. . � A714S.W. OF 36 CONCRETE STAND E �► IV% o� ANTHONY J. TERICH DATE. •�s8 • o� %� SH T. 6 OF 8 CAS ATE -- D-- 7 R.C.E. No. 19744 EXPIRES___ _ 9w f 34,[x7 LOTS 56---61 �� DATE COMPLETED R.C.E.Na. 21914 EXP. D 9 3 O �� SEE SHEET 8 No . i♦ /w___-000/ LILV 109 TC 00 RI TC L09a.'76 E-W R- LGD RIM 1 fi }. 7ILA! TC © I I CL co • • ~ • W • ' co " UI��TEI ° • X09NE � � .� 1098.99 �, s �' N 1098.()o AV 098.79 1098-67 M out R�yV ' 9. 7 99 9.2 99.1 ©► w 55.00 2:1 55. • 0. �.=29.04.' � �' .�► a 00 N9 -� 8 F" 37r � '�LO 01 N cv '� co b� 8.7g � -- �• 0•S - � T__ ' sa 98.6 0. IV 9. 0• o� � �t� 6p ° • 0 Q .� 98.89 FP=1099.4• '� � ,� 986�1 FH =1 99.30 of � -� M � 1 0 �. 98.03 98.96 0.5' STEP FG 5. o 97.81 FG 98.7 00.70 x0.68 99.8 a , - 40 une 5.D/R� PG FG ��. , FG 98.8 FL GB 0 F� GQ 0, 0•,� � cy 4 97.4 0.76 99.S 99.7 R FL GB FG a C �' o �S � FL GB 11 FL GB FL GB 7 ��24 110 0; �' • ao 97.5 g W DF 99.8 9.3 4.87 0.8 -a'• `� C� 0.0 00,0 00• , FL GB FL GB �• 2 07 • • FG 99.2 Z 1 a 0• Q . . 4A 99.4 99. FL GB PLAN 2C oPLAN 1 CR DFPLANv p 0• 4 99,64 . F LAN 2 � rL 0*6 FF 1098.97 .� FF=1100.47 1101.37 BR GQ /Glq 99 3 F�=11 DF FG PAD=1098.3 '- FL PAD=* P D=1100.7 P 41.37 a o.3 • =1100• 0.2 `- - 99.1 97.8 97.8 0• F FL. '' p • FL GB 99.92 FL FL �- � 4A FL 0.4 00.$7 � 0. � 1141 PG 98.42 98.42 9 87 99.3 00.87 FL F pq �1 •n7 FG44, FG G DF 99.9 100.4 0.4 FG FG• FL 0q. - 7 87 00"87 FL DF 99.9 z_�� FG 5.7 X9.9 , JV40FG F 04 $ Q - F PLAN JAR , - o DF Q . F=1100.77 0.6 1098.17 4 0 1100.67 110 AD=110 . . k - o , - a .-- 0.57 . 0.1 DF a.. H.P a .. H.P �, A F; ,. 00. 7 9 9.fi �- Q0.fit P. 99.6 cv 1099.67 `n ".4 00.6 w `G FL r� Y --- G F 15.3 FL FG3,�7� Oo•53 .. ' o 00.22 00.22 . N.P. r�, o c .-- 00.90 F °� G FG • 98.45 98.40 •• 99.82 99.78 N 17 G *- FG cy FG 55. .� 1140 � FG FG G FG .2� r' 55.00' 48.15' 9 Rp • W g Jp ,R i to I DF 1 OD •� �, 099.97 7 .P. y CV 00.13 FG 00 r EXIST. RETAINING WAL ` 0•Q �- � 00.30 Q PER ROUGH GRADING PLAN " FG 7.00' r` n 20 0 10 20 40 80 NOTE* V~ V_ PLANS SHOW AN OPTIONAL TRELLIS 8 1" = 20 a WHICH, IF CONSTRUCTEDQUILL BE BY If SEPARATE PERMIT. 39 GRAPHIC SCALE .z -0 Underground Service Alert o °A a Call: TOLL FREE .d $ 7 1-800 227-2600J3 LD06----*076G -5*9 M "AWNG DAYS BEFORE You DIG fq �S - '� . � Drawing No. �' CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK �o S10 Mall & Foreman Inc. r l90 SCALE Q Hq a RECOMMENDED BY. �/ DATE. x a � Engineering.Surve in •.Planning•l.andsca a Architecture - DEPARTMENT OF PUBLIC WORKS °� Surveying g p RIVERSIDE COUNTY 600-62-69 1974 Three BetferiKortd Cr. Ste. 200 Temecula, Co. 9x590 CONTRACTOR BRASS DISC SET 1' EAST OF CONCRETE POST MARKER HOR►zoNTA�. �: �, a h Plt. 949 294-9300 Fax.949 294-9301 _ �- Na. 21914 ACCEPTED BY: DATE. STAMPED 68 RESET, 2.9 MILES S.E. ALONG PALA ROAD a AS SHOWN w EXP. 9-30-07 ,' BRONALD J. PARKS PRECISE GRADING PLAN PREPARED Y FROM POST OFFICE AT TEMECULA 29 N.E. OF THE DEPUTY DIRECTOR OF PUBLIC WORKS .•, . INSPECTOR �► , • • , 9 NO. 6295 C•W.T. 3 �' PAVED ROAD � N.w. of TEL. POLE ,► � � TRACT 30264-7, �'�IAE 9 � VERTiCAl, � .�'� - S.w. OF 36 CONCRETE STANDPIPE. ELEV. 1039.378 ��► civrt. o� ANTHONY J. TERIC DATE: ••�98 ••• . CA��� ,� .� R.C.E. No. 19744 EXPIRES 9 30 07 LOTS 50--155 SHT. 7 OF 8 DATE COMPLETED R.C.E.No. 21914 EXP. DATE 9 30 07 _ SEE SHEET No. 6 60.00 56.70 � OL N W 96.78 97.0754.00 97.88 56.70 .� v �' 97.82 � 104.78' kt(ni, 2:1 . u, cc � -�,. 1097.17 97.77 cn .�• yc 103.62 2 1 N a, . U1 FG 10 7.07 0 �-' � � W N .� FG 1097.87 9 t++ o � c� � �I v 97.19 -• FG FG cfl -� 8,C,�I �, .> N.P. v� oo0 97.84 ?? i�+ Q9 o �o o H.P. � � o H.P. 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Rte, 2'1 \ -' DETAIL, SHEEP NO 3. %� 60 Rp �H AGNR/A�G WA CC 90'86 2�1 O INSTALL 4" TWO WAY CLEANOUT PVC SCHEDULE 40 1 �8' g' 1 � N N� p�N 100.18' 86.89 2;1 PER DETAIL, SHEET NO 3, 00 20 Q 10 20 �/ 40 80 1" 20 ' Underground Service Alert N OTE: GRAPHIC SCALE PLANS SHOW AN OPTIONAL TRELLIS y a call: TOLL FREE WHICH, IF CONSTRUCTED, WILL BE BY 0 1-800 SEPARATE PERMIT. 227-2600 1YMQ WORKING SAYS WORE YOU DIG LD06----oO76GR CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK oIessi �" 4 SCALE o Q� �N,�� I i�' ,Hall & Foreman, Inc. RECOMMENDED BY: „�/� ys _ DATE: l�-slog DrawingNo. CONTRACTOR RIVERSIDE COUNTY 600-62-69 1970 �' �► Engineering•Surveying,Planning•Landscape Architecture CITY OF TDEPARTMENT OF PUBLIC WORKS HORIZONTAL I` 'ti Three BettsrMfo�ld Cr. Sts. 200 Temecula, Co. 92590 / BRASS DISC SET 1' EAST OF CONCRETE POST MARKER h � Ph. 809 2849300 rax.909 294-9301 e� DATE: STAMPED 88 RESET, 2.9 MILES S.E. ALONG PALA ROAD � No. 2194 z ACCEPTED BY: Q FROM POST OFFICE AT TEMECULA 29' N.E. OF THE AS SHOWN ExP. s-3o-o7 � PREPARED BY: RONALD J. PARKS � PRECISE GRADING PLAN INSPECTOR PAVED ROAD 5' N.W. OF TEL. POLE N0. 6295, C.W.T. 3' ��+�, ,�* �o�/j�0(r DEPUN DIRECTOR OF PUBUC WORKS 00 S.W. OF 36' CONCRETE STANDPIPE. ELEV. 1039.378 v�RncaR 7�� � ��, o��� ANTHONY J. TERICH DATE: - �. .10 0 � � TRACT 30264--o7, PHASE 10 DATE COMPLETED 0�' CA��� R.C.E.No. 21914 EXP. DATE 8-30-07 R.C.E. No. 19744 EXPIRES 9 30107 48 *1 LOTS 35---,49 SHT* 8 OF 8