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HomeMy WebLinkAboutTract Map 32104 Lot 1-53 Precise Grading �URRjFT Mir PiON 2 1 6 15 216 A 11/0rsp GRADING NOTES low R�Ncs 1. ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE GRADING, EROSION AND SEDIMENT CONTROL ORDINANCE N0. 04-04, AND IF APPLICABLE, TO THE STATE E ISE 1;i?AD1141; FOLAN WATER RESOURCES CONTROL BOARD NPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1%. �g S OAU DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A - - ---_ =--�-�'�� �. MINIMUM OF 2' AWAY FROM THE TOP OF GRADED SLOPES. FINISH GRADE SHALL �Q. SLOPE AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4 PER FOOT FORf RA C­or 30o � J .�.. A MINIMUM OF 3 FEET. 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2: 1. j LI Lir61 4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR STORM FLOWS, OR PROVIDE GRADED BERMS ALONG THE TOP OF ALL GRADED ............... ........IIZIIIIIII Io I III SLOPES OVER 3' IN VERTICAL HEIGHT OR THAT 2 3 AT ARE ADJACENT TO GRADED AREAS *566 7 pP0 TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL 9 10111111111111111111 � �SENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY 1 4 5100 � THAT ALL FILLS HAVE BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL 8 11 0 COMPACTION REPORT FOR ALL FILLS OVER 1' DEEP. SS 57 59 VICINITY MAP 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S � 12 NOT TO SCALE PUBLIC WORKS DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH BO GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO �.----_ COURTLAND �Y ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, � GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. (PRIVATE STREET) sZ , 24 24 24 1 -1 •.� 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN 13 2 ONE FOOT. 27 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE 54 \=7 SUPPLEMENTAL GEOTECHNICAL EVALUATION BY LEIGHTON AND ASSOCIATES DATED 9/17/04 636 14 � � FOR TRACT 31276, TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED z� L � [ TO THE PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN 46 RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. � 114 53 52 S'I SO 49 4$ 47 9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 25 1 S HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. � (SEE ARCHIT. PLANS THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE ,� TYPICAL FOOTPRIII�TS FOR ACTUAL BLDG FOR EACH LOT. PUBLIC WORKS DEPARTMENT PHONE: (951) 694-6411. 24 i6 SCALE 1 "=40DIMENSIONS) 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION � I 67 �-- � (� AND SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY OF ALLEY) It A DURING THE GRADING PHASE. � 4g � O Z� PROPERTY LINE 17 EDGE OF P VEMENN GUTTER ► 11. POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED T0, INSTALLING, 9 Q 36 37 38 39 40 41 42 43 44 T �^ °A WHERE APPLICABLE, GROUNDCOVER, TREES, SHRUBS, OR A COMBINATION THEREOF �'� ,� ACCESS� IN ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. � � 22 EASEMENT SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS � � �� og �� WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C. � `� G/�R �� �g r�-� IL I P� PL '`�° � MIftN 3 6 GARAGE ER PLAN 12. FILL MATERIALS SHALL NOT 8E PLACED ON EXISTING GROUND UNTIL THE GROUND HAS �N BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. IF 71 \� 6�' AREA DRAIN R FG=PAD STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN 71 �� � LOCATG,TIONAND PAD M�� EPER PLAN PAD 8 B ELEV- 1 MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. FF Z�g 19 FF A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST SHALL . . � APPROVE PLACEMENT OF FILL. OTA � � 33 34 -t� 3 �' -HP-� 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES 3'� ZO PER PLA M� �R AN FLAN �R AN ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING FG=PAD ELEV. PATIO oZ FG=PAD PATIO'p? FG=PAD AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING --� �Ev.� �� ELEV. GRADING OPERATIONS. 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. zi 2: TO2: 1 SLOPE Z M-- � 1�� i 3' P.U.E. lam- 15. STABILITY CALCULATIONS WITH AFACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE TENTHS SIDEWALK cuRe� LOPE PER PLAN 28 (1.5) SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT 8Y A REGISTERED R/go C RED CURB UNLESS OOA STEPS PER PLAN CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND FILL 1° !Zf,� OTHERWISE NOTED SLOPES OVER 34 IN VERTICAL HEIGHT. PER PLAN SLOPE = 2.0% UNO P�`�' 3O 16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION �G 31 65 TYPICAL LOT DRAINAGE OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO N.T.S. ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT \ `'`� 3E- UNLESS OTHERWISE NOTED GROUND SHALL BE GIVEN. 50 0 50 100 150 �i �� DISTANCE TO BUILDING CORNER TIE OUT SHOWN PER PLAN 17. EROSION AND SEDIMENT CONTROL: THE PERMITTEE SHALL ABIDE BY THE REQUIREMENTS TO Q� �, (� OF ALLEY) OUTLINED IN THE CITY OF TEMECULA GRADING, EROSION AND SEDIMENT CONTROL ORDINANCE � R/W N0. 04-04 THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING ADHERENCE TO THE STATE GRAPHIC SCALE � 12 �Q � � NPDES PERMIT FOR CONSTURCTION ACTIVITIES, IF APPLICABLE. 3UTILITY EASEMENT ACCESS ESMT. 5 �p� �rTs w 18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. �� '� - � Q � � �� -� � NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. � vP � � Q ` Qv Q �v 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO w < �� 4 Q COMMENCEMENT OF ANY CONSTRUCTION/GRADING. v1 .pq, Q � ,0� Q 1,0.70 � ,p% 1 ,pq TOP OF CURB TC DRIVEWAY � � ,o°o° °°°° ° MIN. MIN. MIN. MIN. MIN, 2• � y QTR e �QN 20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A CONSTRUCTION NOTES 8� QUANTITY ESTIMATE S<pp z Et P PUBLIC RIGHT-OF-WAY. FLOW LINE FL F 2 0% MAX. �G QE SLOPE � Np, ITEM QUANTITY UNIT FOR ALLEY CONSTRUCTION . '- 21. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT SEE ACCESS ALLEY DETAIL � P� AND HIS ENGINEER FROM THE, RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS HIGH POINT HP 1 LOT GRADING (53 LOTS x 50 C.Y.) PER ROUGH GRADING PLAN P �, LOT NUMBER 11 � 2,650 cY Q�, Q �Q. 0.5% MIN DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL QJG �,Q F, Q 3" PVC IN R/W BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. FINISHED GRADE FG � O INSTALL 4" P.V.C. SCHED. 40 x,993 LF Q � QF, ti 22. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE FINISHED SURFACE FS UNIT TYPE/ELEVATION A O3 INSTALL 6" GRATE PER N.D.S. N0. 40 OR EQUIVALENT 330 EA o ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF CONSTRUCT PRIVATE DRAIN THROUGH CURB PER C.O.T. STD. 303 AND SECTION AwA o INVERT ELEVATION INV DETAIL ON SHEET 6 i t EA o STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE TOP OF SLOPE TS OO CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE N.T.S. CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. BACKWATER VALVES O CONSTRUCT 4" CONCRETE SIDEWALK PER C.O.T. STD. 401 (2% MAX CROSS-SLOPE) s,3ao SF � R a TOP OF GRATE T� (SEE SHEETS 4 & 5) BW 93 LF 6" MIN. 3.16 MIN. � 3.16 MIN _ 6" MIN. O7 INSTALL 3" P.V.C. SCHED. 40 2.16 MIN 1 1 2.16 MIN 6 MIN. � GARAGE FLOOR GF 0000.0 ENHANCED ELEVATION TYPE- EH MUDSILL (SEE SHEETS 4 & 5) US INSTALL 6" P.V.C. SCHED. 40 1 ,061 LF MUDSILL * * MUDSILL IN GARAGE AREA o PAD ELEVATION PE 0000.0 AMOUNT OF EXTRA DEPTH 3g8 LF � ��� FG � � F� �"�'�' �' GARAGE FLOOR SILL IS 6" MIN g FOOTING REQUIRED O � INSTALL 8" P.V.C. SCHED. 40 EXTRA DEPTH EXTRA DEPTH :• : •� � ABOVE GARAGE FOOTING FINISHED FLOOR FF 0000.0 �o INSTALL SD CLEANOUT g2 EA •'�� '•►.� FOOTING ''� FLOOR SLAB 3 =PAD ELEV-FG '°' ,'•' =PAD ELEV-FG � WATER SERVICE w EXTRA DEPTH FOOTING � �� CONSTRUCT RETAINING WALL PER SEPARATE PERMIT -Q 1 .025 LF WHERE NECESSARY WHERE NECESSARYDETAILcam, GARAGE SEWER SERVICE SO RETAINING WALL � 12 CONNECT 12of P.V.C. STORM DRAIN TO BACK OF EXISTING CATCH BASIN 2 EA ,� ,� �� �� � *** 12 OR 18 MIN. 2:1 MAX. 3 12 OR 18 MIN. **:k N.T.S. o UNLESS NOTED OTHERWISE- UNO �s INSTALL t2" P.V.C. SCHED. 40 609 LF MIN. w UNDERGROUND SERVICE 2� MIN. 27o MIN. N 20� MAX. w SOURCE OF TOPOGRAPHY OWNER / DEVELOPER » INSTALL MODIFIED CURB OUTLET PER C.O.T STD. 301 (6 OPENING) t Eq SECTION ALERT PLANNING ■ DE910N ■ CONSTRUCTION BSB -01� ANALYTICAL PHOTOGRAMMETR I C SURVEYS, INC. GREYSTONE HOMES/LENNAR INLAND El � UNLESS OTHERWISE NOTED N.T.S. o CALL TOLL FREE 2�s�YNez Roar,SUITE 400 647 N. MAIN STREET, SUITE 1 A 40980 COUNTY CENTER DRIVE STE. 1 10 SIC>IC* VARIES PER SOIL a RIVERSIDE, CA. 92501S REPORT � c� 1-800-422-4133 � � N. � TEMECULA,CALIFORNIA 92591-4879 TEMECULA, CA 92591 CONTRACTOR TO VERIFY- i CONSULTING ssts7s.so42• FAX 951.678.7240 • www.RBF.com (g09) 686-5103 I Y. IF THE SWALE FLOWUNE IS LESS DATE OF PHOTOGRAPHY 9/16/02 (909) 719-1464 � THAN 5' LATERALLY FROM FOOTING, THEN THE FOOTING BOTTOM IS �1 LDOB■OGOC�R _j TWO WORKING DAYS BEFORE YOU DIG A MINIMUM 6" BELOW SWALE FLOWLINE. (SEE SOILS REPORT) LAOS■'I970R � Q CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK DESIGNED BY DRAWN BY CHECKED BY Q FESS/ /� �/0� RBF 1 REVISED ALL FF'S,GF'S AND OWY SLOPES, '` 3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN SCALE O Q�Q ON' RECOMMENDED BY: (' DATE: _ t9 D DEPARTMENT OF PUBLIC WORKS 9 a �� � � O ��NF � � RJB RJB J. TANNER �-��`�G �� CITY 0 F TEMEC ULA Dr aw i n No. Contractor ADDED PORCH TO 1 A,REVISED ELEVATIONS ON CONCRETE CURB STAMPED "R[VERS IDE HORIZONTAL '➢ y LOTS 6, 11 , AND 27. ADDED WALL TO LOT 6 COUNTY BENCH MARK T-46-81 RESET 1997" �y � ��. � Plans Prepared Under The Supervision Of i EASTERLY OF THE CENTERLINE OF SR-79 AT eo "� � ACCEPTED BY: _ DATE: 7' 20��� �oQ coN Inspector REVISED ALLEY BETWEEN LOTS 1-415&819-11 THE SOUTHEASTERLY CORNER OF THE BRIDGE AS NOTED � No.60132 � � � D D�VU�1''�l DIRECTOR 0 PUBLIC WORKS/CITY ENGINEER ��� � TRACT 32104 0 Exp. a/s%e Date: PRECISE GRADING PLAN 28-35, 36-54. ADDED FRONT YARD WALLS AT OVER SANTA GERTRUDES CREEK; 4.5' � � DANIEL A. YORK p �o7s 22-27 NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL s�, �����, �1� J D. TANNER III - FOR Q PURPOSES ONLY FOR � PURPOSES ONLY d '��� �<«���� LOTS 1■SS � Date Completed e t e d CONCRETE SIDEWALK. :.��`Y A' � a ELEVATION = 1097. 163' N/A 'lf 4f C A�1��� R R.C C.E E. No. 60132 Expires 6-30-08 R R.C.E. No. 43212 Expires 3-31-08 �' �..' `�`�� - a ro .�9es. TITLE SHEET SHEET 1 0�' Ns. �cQ�° I I 01 .............. aim WI 1` AV AR ASS'Y. PERM 1 1" AV -Ar'SS' -- `�----_ � FF-:W LL PER PR-:--R AW L PER SEP ER r , ,� --..._ PROP. RE L ER LD05-0720 - 14.3 T 1.1�-3-TF-- � PE LD05-D C4- 1110�' 11.32 EOP '�" Z 1115 � ...�.,. ~--Y SEPAR�i_TE PERM I �-1 r1- r^��� �.i r 3.7 �/j 1r 1T 1)g. ,. ---_-- r0-.?TG�- l 1 .os FL� -11�--�- 13.6-- ,c�sr �o " HP-FL� TG a- �- 13.86 EOP C� SEE R• P�O r 7r -- H€'--F T �-�'" TG TG '���� 's O - `� • �, GRADES ��.,_. r) -------- 1 .5% 13. 0% 13.5 1.0% 13.$ 1 ..-,,,._, v[ - -__ 1 .5% r� 2.5% 1.7% 1 .0% 1.0% 2.0% T1 .0% HP-FL _ 1 .3% 1.0% 4 � 1 1.92 TG HP FL ----- 0 � ® 10.9 �ti 11.2 I� � 13.5 0 13.7 j 4.3 8 11.86 FS Q 14.38 • - FS ��0-a� 6 F.H. ASSY y ' 11. 1 11.2 TG `°� HP-FL � FS 1 9 6 F.H. ASS Y �� 13.7 13.8 TG HP-FL TG rc 11.87 1 R LDO5~D72CQ a, TG HP-FL 14.47 p `s ,� N ,� �' 14.90 PER L005-07X0 �nd ��• TG HP--FL 4.0� o� �i �P 14.70 0 14FF =11.98 �: �0 FF =11.98 FS d 8 °0 FF =14.58 FS t.s ______ FS 3 -19 �. �. o. x 0- ® FF 14.58 t 6% FS TG­....'........" 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FF =11.68 � � o a n 14. 17 se TG �? � �• OFFSITE R.O.W. _ 11.40 0 0 �„_ �� •,�, _ �� p �, 8 FF =11.68 - ''-' r- � �" � 5 � w N FF 14.28 3 FS � � � rG ��. 14 - N FF -14 98 �? Q •� PER DOC �2Q06-004072.8 G t•o� FS )11PE 11. 1 R FF �14.28 �- cD r- � R 11,118,106 PE =11.1 II 2.s 11. 3 t.7% 14.00 PE -13.7 II PE -13.7 PE =14.4 i 1 6 2.6% ° FS 13.5 13.4 B.2 �P �'� gS a.2� 13.4 •1 14.4 �r 0$ c AND 4 z 0 9 10.8 o� 10.8 FS �O A � 2 . PER DOC #2006-0040722 o,�' 4 o o:s 0-) TG 13.2 0 pfi �� 14.s 14 ` �, � 10.6 . � HP-FL TG � TG 10.6 �. � 13.2 o HP-FL TG ,� 0.5a 5 � •4 REC.-1/18 05 �l __ TG `�' C�° GP 10.9 011 TG -�11.57 � TG c�;� � � '� I � 13.5 ® TG `ti� ---..� ��I� cn o FS ❑ ,�o _ .. 4.4 6 of %' - 1 .0% o HP FL 1 .0% M 1 .0% 0 1 .2% 2.0% 1 .0% 1.D% cn 1 .4° HP�FL- 1 .0% 1.3% 1 .2% 1 .3% 1 .0%cam 1 .0% v� a 3% 14.2 14.22 1�•6 F 10.8 10.9 10.99 10.99 10.8 10. FS 13.3 13.4 12.9 '�6 13.1 13.4 13. HP HP 14,2 0 p 1 S• ° gyp. - Dt• 1 �� 14.1 C E 8 , 1�-� 1 ,0`� 1 T R/1N Cr r- Gr TG HP-FL TG "s 14 D TG rG 14• �4 8 0 �G TG HP-FL EDP P HP-FL TG TG HP-FL P U P.U.E..E. a 6 1 65 _ �o � � `� ° � ��° TG �: GF-*j4 TG 14 14 �. - GF-14.48 .6� 14.4 1 fi .� 0° �'�• 1 r TG 4.4 rG P 1 a' 0 14.97 1• 14 1 .73 �`� 1 1 .Zo FS 1 1 .28 F PR. RET. WALL PER SEP. PERMIT P `' __j 13.991 FS . � 13.8 TW 10.8 TF � � 6 F.H. ASSY 14.68 � .� 15' ��• F 1 , �O 1 ,{• ��PER LOOS-07X0 0 "' � �� W �. •88 1°b P 6 w s.-Osss""'I Q� Q �, � o � � � • t o � �o� a � 15 p tL� 11b 0 x�b `LC,rsssosss""" 0 3 x°� O' �' •6d [� Epp 4.14 1 .5 PE 1 1 •5 �5 J ��o . '`- x1 moo' - �►-�- �+ - f� x� • 0�. -- '- w 1,6 RTLAND 2.D9% m �p 4. � �°ao Imo. �1 ' ��g �' L � �G • 1�.8 ~" w (PRIVATE STREET) -' 12 13 �G �`�' �. 0 �0 �� �, o• �� 1 q."1 1 - • 1• -�� �' •5 6 F.H. 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STD. 401 (2% MAX CROSS-SLOPE) � � �i� r'J -.,.,, � ":, �� _ � 11 CONSTRUCT RETAINING WALL PER SEPARATE PERMIT \ � � ,� 2 ��, J � FG m, � ,5 � � o � v � �8k52 g S� < UNDERGROUND SERVICE O PLANNING ■ DESIGN ■ CONSTRUCTION � •`` 20x26• � ALERT � > J 1 CALL TOLL FREE 27588 YNEZ ROAD,SUITE 400 20 O 20 40 FO � �� ` G� Q/ 1-800-422-4133 �Ecu�a,CALIFORNIA 92591 4679 �-- C D N S U LTI N G 951.878.8042• FAX 951.6767240 • www.RBF.com / � N �1 LD06w060(xR J GRAPHIC SCALE \ � �- ------ \ LD054970R � TWO WORKING DAYS BEFORE YOU DIG � � Q CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARKSCALE TESSi DESIGNED BY DRAWN BY CHECKED BY RECOMMENDED BY: t! DATE: �! �� .0) CITY 0 F TEMEC ULA DEPARTMENT OF PUBLIC WORKS Drawing No. 01/011 RBF ZjREVISED ALL FF'S,GF'S AND DWY SLOPES �/�/f'l� ,� � 3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN �O TgNNF � �, RJB RJB J. TANNER allo Contractor ADDED PORCH TO 1A. REVISED ALLEY BETWEEN CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL Plans Prepared Under The Supervision Of „� r � a COUNTY BENCH MARK T-46-81 RESET 1997" � � � s ACCEPTED BY: _ DATE: 7' ZD•07 oQ TRACT 32104 n LOTS 28-35,36-45. r•, t o EASTERLY OF THE CENTERLINE OF SR-79 AT AS NOTED w No,601.32 ^'� D�DVTy DIRECTOR PUBLIC WORKS/CITY ENGINEER A .�-_ !� o � PRECISE GRADING PLAN i Inspector THE SOUTHEASTERLY CORNER OF THE BRIDGE a gyp, e%/� � ---+ Date: DANIEL A. YORK :�z Q OVER SANTA GERTRUDES CREEK; 4.5 � � D. TANNER III - FOR Q PURPOSES ONLY FOR PURPOSES ONLY d:_- � r��`�`A� LOTS 'I■53 �- '' NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL J'� el y 1\0 Q •��'Y �� � Q Date Completed CONCRETE SIDEWALK. 'jtr F0�' R.C.E. No. 60132 Ex i r e s 6-30-08 R.C.E. No. 43212 Ex i res 3-31-08 ELEVATION = 1097. 163' N/A OF CA�� Pp ���'"`"�Q� SWALE DESIGN SHEET 3 OF T z -in mummal 000. w 1 39 X29 42 E 125 88' ------- , `` --- IV37 5f 'E X16:f� . .' - w N 40°5 ' W X78-:6r , � ""--- 29 10 52.91 10.00 +n 82.01 59 59 . 4. 6' 4.67' 82.02 1 Q' 0' � 2 22.44 3.98' 1 Q 4.77 32: 5 1, 1.5 56 2 10 10 .5 0 24 FF =11.98EH _ _EH [FF -14.58 5 7, 'FF -11.98 ""` 1 PE =11.4 5 _ `N PE =14.a �n FF =14.58 p y PE 11.4 � . . o � top,55 � 9+84 1•. • n 9. 8 71 � 4 9+80.- ,� + �- 1 r + ' 4 ` � � P 0Y 8 1 C Dw pwY DWY .49 W=16.1:- YV-1 .1 3 6 W=16.1. :. W=1 .1 cap 40 15 15 10' 15' 15 >. m: i :. :1 PO. �- 82.00' 82.00' �• 82.00' 82.00' �► E 3.87' d- 2.34' �- 4.34 �.,• N R FF 1.68 5... 3 E PE -11.1 C 2 B + �+ 1 7 � + 1 1.71 � h F 9 51.64. 0 5.-72-- R 9 5 q _ y rn 'n 40 DW DWY o DWY `� pwY FF =14.28 �n FF =14.98 o _ FF 14.28 N -1 •' ` oo Q !�� • )� cn fi . sr � r: W=16 A.1 N ►N 16.1 FF =11 68 W=16.1 W=`16.1 PE 3.7 PE =14.4 15 . o PE =13.7 `�' �- 14.fi c? PE" ' •3 �s • EH p N a .�.• EH 15 15 Ei"'1 15 15 EH 10FoloFol_ __ ❑ ❑ w w , 1 , w , , Fol 4.13 82.00 d• 82.00 82.00 w .�•. �- 82.oo •• co -• w w V O`r ' 57 59 O N + 11 l f + 4 + q cD Isis - 17.66 190 69' 82.00' a 82.00 r 15.2 '-- c 4 EH CD 49•87 . r` 24.94 00 Q=24 21 01 R=7n• �• L-29.7 x w h o --•~----.` � '� COURTLAND WAYoo ���x �-• 2. , 6.72 y . . P� � � O t o4 / �. o -I o• _ cy , � o BONN ,Q` 12 (PR I DATE STREET) 13411, Ljj �S v x� 9 0 IL V> LLJ 00 0 0 0D �;� _8�• N �H � 5 � -15 `"�k `�� � "_ �► 15.5$ �' - .�� :. 209.90 FF x.15.0 'o v D o Z w P� 0 00 �+ 10 15 9 1W N � 32.00' ... 32.00 :0 32.00' 32.00 9. 1 1 .AIN � fl FF X15•� ` 6• Q v 4 pI + �L 17 ILA4Fr=_ w a a 0 0 _... 51 �• I- r o F DW CO I FF 14.18 I FF --14.5$ I I 14• . 0 0 fU �� PE =13.6 I I PE 14.0 I I FF -14.88 . a I I I PE 1' R I I R I \ \ 15 4.83 R 00 I I 1 A► I I . 1 D 4 1 1 4 \ - • +•a1 9• IS 1 �' FF _ A�• o 3 4. 54 4.183 I 83 i '��► � ..1 . • s ''� . �. _ � w PLS ' I I I � � o o _ 1 I I I \ _15 - � 1�•� -�AINZ� P�R�1� � 1 Q IQ i o o 0 ► 1 w SPP AC 0 0 0 o o -'' •-� 1 R S o I 0 I I PE =14.1 48 I \ FF 13.98 FF 14.38 �! Crl CSI I c�I r N IN I � 1 \ �� o PE =13.4 PE =13.8 oa co �, 1 ©I \ .6 h I I Fol i DL . �� o �► I - o , E� a a ® \ - W I tor CD CO r I CO CO LO �. Ln ,--• 1 I� ,�,,� : : .- �- INDICATES LOCATION OF ENHANCEMENT !�.O in Ln �n 0 11 �o � r � r '� r � 35"� ENHANC D REAR ENHANC D SIDE BACKWATER O 1„ - _-- EE r LOT NO. ELEVATION * ELEVAT ON * VALVE a 38.72' 32.00 32.00 1 1 32.00 32.00 --32.00 2 32.00 21.27ELEVATION LEGEND 1 YES LEFT SIDE NOT REQUIRED � MATCHLIN19SEESHEET 3 2 YES RIGHT SIDE NOT REQUIRED 3 YES LEFT SIDE NOT REQUIRED SPAN I SH 4 YES RIGHT SIDE NOT REQUIRED 5 YES LEFT SIDE NOT REQUIREDB CRAFTSMAN ¢ 0 6 NO RIGHT SIDE NOT REQUIRED o 0 7 NO LEFT S I DE NOT REQUIRED COTTAGE 8 YES RIGHT SIDE NOT REQUIRED DPRAIRIE ' u' 9 YES LEFT & RIGHT SIDE NOT REQUIRED ��' U 10 YES N/A REQUIRED / w MONTEREY 11 YES RIGHT SIDE NOT REQUIRED 12 YES LEFT SIDE NOT REQUIRED w ITALIANATE � 13 NO N/A REQUIRED 14 NO N/A REQUIREDG COLONIAL 15 NO N/A NOT REQUIRED Z 26 NO N/A REQUIRED a 27 NO RIGHT SIDE NOT REQUIREDLEGEND. 20 0 20 40 60 Q UNDERGROUND SERVICE 46 YES RIGHT SIDE NOT REQUIRED � p ���.� PLANNING ■ DESIGN r CONSTRUCTION 47 YES LEFT SIDE NOT REQUIRED A 48 NO RIGHT SIDE NOT REQUIRED LOT NUMBER -0 GRAPHIC SCALE a 49 NO N/A REQUIRED CALL TCLL FREE 27555 YNEZ ROAD,SUITE 400 50 NO N/A REQUIRED RED o 0 r r _ '� PLAN TYPE/ELEVATION Z 1-800-422-4133 TEMECULA,CALIFORNIA 92591-4679 51 NO N/A REQU I RED Q T I N G 951.676.8042• FAX 951.676.7244 • www.RBF.com N A REQUIRED I RED R REVERSED 1 LD06nO6O(x It CONSULTING 52 NO / Q � 53 YES LEFT SIDE REQUIRED LD054970R a TWO WORKING DAYS BEFORE YOU DIG DATE BY REVISIONS ACC'D BENCHMARK DESIGNED BY DRAWN BY CHECKED BY Drawing No . CONSTRUCTION RECORD DATE SCALE Q�OI�SS1Q�y RECOMMENDED BY: l DATE: l TEMECULADEPARTMENT OF PUBLIC WORKS 00 RBF REVISED ALL FINISH FLOOR ELEVATIONS i. q RJB RJB J. TANNERCITYOF N 110;f 1 7f 1/2 DIAMETER ALUMINUM DISK, FLUSH IN TA --- a t • ` C� Contractor ADDED PORCH TO 1A,REVISED ELEVATIONS CONCRETE CURB STAMPED RIVERSIDE HORIZONTAL ,`� 1 PI ans Prepared Under The Supervision Of RESET 1997" ! " a� ACCEPTED BY: DATE: 7-W-0-7 o� � TRACT 32104 Ln LOTS 6,11,AND 27; ADDED FRONT YARD WALLS COUNTY BENCH MARKT-46-81 ES ,�• rn �� l- ip OF THE CENTERLINE OF SR-79 AT AS NOTED No.X4132 ^`� PV-I''�l DIRECTOR F PUBLIC WORKS/CITY ENGINEER �� r PRECISE GRADING PLAN CORNER OF THE BRIDGE � ' - Da t eA � a Inspector AT LOTS 26 AND 27 THE SOUTHEASTERLYC Exp, 6/30/087.- DANIEL A. YORK OVER SANTA GERTRUDES CREEK; 4.5 � - FOR PURPOSES ONLY .:`. LOTS 1'53 VERTICAL f'' N D. TANNER III FOR PURPOSES ONLY d �~• �, < NORTHERLY OF THE SOUTHERLY SIDE OF THE >' ClC V 1\0 o '� �'' �-30-083-31-o8 °r�► 1989:.. � 0.,.. - 1 Exp i res R.C.E. No. 43212 Exp i res ,N SHEET OF 7 Date Completed CONCRETE SIDEWALK. f rtQ R•C.E• No 6 01ro 04� ` ELEVATION - 1097. 163 N A OF �A� 2 'Q rr •p a w $ o z 0 0 Aro 4 1Z�1 • x16.1 0 _1� 11 � oW � • • . fir. 15 • Ala X89•�1 _ 6.1 j 1W �1 15 ..:1 -1 �� .6 F `� 1 2 FG ... : j. .:•. F -1 6 DWS ' , � 10 14- 1W .. P� r� JPIo v► 6 6 1w R, 15 G '0 1� 14•� F 11 � 18 ,�:.: o • b a 1� 111001+85' X16• °' r � � � 1 1 1 1 W 64 15,8 TW ,15 2 , P 14.4 FG 58 2.0 FF 1�•� 10 1 1 SEE SHEET � 12 �IUTATCHLINEW PE .72 32.00 32.00 32.00 32.00' 32.00' 32.00 32.00 1 21.27' .A cs+ t�►� ® c� '��`• -1�°' 1� 1 W p 12 p0 - •o C�D ra w 0 0 -F4. v . -y i 5 FG "� , 1 u� o 14 4 is .. o A� 5 1 t� , c_3a c� _ TIN � � - � � 15 a a ._, F cn .. _ `° - - c° ca �. `° c° I: `° � `° `� � `�' �' _ � N •Q 14.5. G 9.fig 1 ' .• �: i I I u u I 1L31U u u u p 'p o 11+4 W.16• ro•5a r` o oo CO CO W Co CO k o 16.D T Wy F o rI N - _ 1 �- •5 FG GL �- I I �- I I � �- 1 �- >- w 14 PE � a$ ,rte ao 1 I 1 SLS 4 ao r co + o + © + Cl + �j I + © I I + � + © + o GWP �a �' e' : X26• 16.1 r� EHO CD I I R l� I I ® I I I 1 I10 �� TW -� rnN, �R 16.D C C F0-1I I FG o 0 0 0 0 o o 0 0 0 14.69 o a 0 0 l to (o I o f Imo, I o f a t o 1B 1 � a Tw o 1:0. 1�# o r N N N N N 1N I 1N IN 1� co (0 1 10 1co 1 00 1 0o R o0 1 ao I I �► .1�. 14.6 1 1 0 4.49 0 0 I I 1 =15.1 FF y1�•�° 1k19•� .16•� v� rn n� u 4 1 1 4 1 �F _ •6 P� 0 1$ 1 W � • 82.69. : : 38 3 41 E�� 14-114 4 q�� P o � It o i I f ,� 2� a� n I I I 1 1�• - s �- I I I I � ' r, 1� FF =14 4 1 1 G •18 FF -14. 1 I = I = I 1 I FF -13. 8 - I � I I 38 FF 14.68 FF 14.88 I � .. ::• 1 9 PE 13.6 p 28 d � cn FF =13.78 PE =13.4 PE =13.8 FF =14.58 PE =14.1 1 p PE =14.3 1 FF 15-08 d 32.0 5 V 1 I I I I I PE 14.5 I or w :31Q 1 PE -13.2 PE 14.0 19Z-36 I . 4-y4 4 I !� 1 I 4 4 . 4 _ - � 4r, � a 4 . 4 w 8 1 NJ . .. p O CJ O a ❑ 0 0 1 C7 �' o C37 Ln .--- r r- e-- r- r-- �W 6 32.00 32.00 32.0D 32.00 32.00 . r �• 32.00 32.00 3 :.: 3 --- + 15 G �. p 6.4 �• ': o n 4 ' '- 2.34 : Q a 14• 1W opo •9 1 VI c.r 14.� .V56.9(900 ,n _... ► 1W 1, X3.4 Q y 6 - 33 v 15 F G 10 u i- ro 41.041 •o4 a9�, 3•Q. .� �, o FF :.15•a , �. _ � 17 $7 25 � o. r � •�o 4 � 1 •V r �•� • > >• •1a o o � � S f 61 .16 o=1D 14 12 •pQ . FF .1�•r° :.� �"0 O 9 � 16 � � � v�: ii 22 38 E 61 . �1 _ ,�� F N3517 .16 I- P� .. °�-.� C) 68 0161 no 40 o r o S �S r�• - ASE y , Gi CA.. 3-r5.0 1ar�g• ejQV� vo1 00 •sem ' ow `9 � � �. � 39•g1 gk7 _ �y -44r N - �� �; o. QO cr r •o -� � �, 1 ..•: oar° 7. 14,op 'gyp 00 LO , to 1 91 .E 00 cs; ro ' 6 Lo 09 c3; LQ C' o r •�, LQ o' Tel u o LOT N0• ENHANCED REAR ENHANCED SIDE BACKWATER �. 7. �' , Y ELEVATION * ELEVATION * VALVE da 0 1,9 ` � o or 1 o, ELEVATION LEGEND � _ LO15 N/A N/A NOT REQUIRED W �ti • o 16 NA NA u1 cnIlk/ / NOT REQUIRED � b . .; y � op • ,- o Nt]� } a, 40. E 17 N/A RIGHT SIDE NOT REQUIRED oto�n �_ o SPANISH o �► Q 18 YES LEFT SIDE NOT REQUIRED #� C 1b 19 YES N/A NOT REQUIRED _16• -- CRAFTSMAN 7r ► FP •6 �- 20 YES N/A NOT REQUIRED 0 21 YES RIGHT SIDE NOT REQU I REDC COTTAGE �, FF �1 P122 N/A LEFT SIDE NOT REQUIRED $ , P r-- 23 N/A N/A NOT REQUIREDD PRAIRIE �� o cog 0.91 a 24 N/A N/A NOT REQUIRED %-'o FF X16,D �� �'' `n c0 NOT REQUIRED MONTEREY PE o cr, 1 .59 co 25 N/A N/A 0 EQUI ED c� 95 =94 26 °0 0 ' • 7 28 YES LEFT SIDE REQUIRED o :,� R � ITALIANATE 29 N/A N/A REQUIRED •Op 30 N/A N/A NOT REQUIRED o FF 31 YES RIGHT SIDE NOT REQUIRED GCOLONIAL �, •�.,� .1� 32YES LEFT SIDE NOT REQUIRED •o 1 �`� 9ji 33 N/A N/A NOT REQUIRED Q. or �g 34 N/A N/A REQUIRED LEGEND. • - 35 YES RIGHT SIDE REQUIRED 36 YES RIGHT ID REQUIRED � 3�•0 •• ���� � � � E SIDE QU 26 LOT NUMBER 37 YES N/A REQUIRED0 7th 38 N/A N/A REQUIRED o- N/A REQUIRED PLAN TYPE/ELEVATION N/A i ' 40 N/A N/A REQUIRED R REVERSED 20• $ 41 N/A N/A REQUIRED N6 ?a• 9 04 - ow 42 N/A N A NOT REQUIRED � 1��� N1 � / / 13,, U 43 N/A N/A NOT REQUIRED E 44 N/A N/A NOT REQUIRED 5 N/A LEFT SIDE NOT REQUIRED �. 1 INDICATES LOCATION OF ENHANCEMENT S�QoR oRL I L-01 UNDERGROUND SERVICE CP ��kZ6• •�, 0 0 ALERT PLANNING 0 DESIGN Ir CONSTRUCTION pr 20 0 20 40 60 ' C] C&L TOLL FREE 27555 YNEZ ROAD,SUITE 400 ,.�� • 0 r ■ r TEMECULA,CALIFORNIA 92591-4679 '�- ..�"°' z 1-800-422-4133 - , ��` Q C C)N S U LT 1 N 13 951.676.8042• FAX 951.676.7240 a www.RBF.com GRAPHIC SCALE ■ R --� TWO WORKING DAYS BEFORE YOU DIG __. illillillillilllllllllilljllllllI oe. �' L,01054970R a CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK DESIGNED BY DRAWN BY CHECKED BY Drawing No . 1 SCALE ���E S S�D � g � y RECOMMENDED BY: �' �►' DATE: � � CITY TEMECULADEPARTMENT OF PUBLIC WORKS 14" ' /OP,�► RBF 1 REVISED ALL FINISH FLOOR ELEVATIONS J p RJB RJB J. TANNER00 � 3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN ADDED PORCH TO 1 A; ADDED FRONT YARD WALLS CONCRETE CURB S TAMPED "R I VERS I DE HORIZONTAL P I a n s Prepared Under The Supervision 0 f =- Contractor ,r %#7 ~' ACCEPTED BY:` DATE: A•� AT LOTS 22--25 COUNTY BENCH MARK T-46-81 RESET 1997 .�. ,,. �� og el TRACT 32104 Ln EASTERLY OF THE CENTERLINE OF SR-79 AT AS NOTED �" No.•60132 ^' b�pU 7%/ DIRECTO OF PUBLIC WORKS/CITY ENGINEER �� �� THE SOUTHEASTERLY CORNER OF THE BRIDGE " Da t e: � PRECISE GRADING PLAN Inspector ��� p Ex 8 3o ae DANIEL YORK ::�:-::.. ':�-'r-: � OVER SANTA GERTRUDES CREEK, 4.5 JO D. TANNER III - FOR PURPOSES ONLY FOR PURPOSES ONLY d -• , LOTS 1 53 NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL �� 01 y 1� 1 . Date Completed 132 6-30-08 - - r . CONCRETE SIDEWALK �E` � R.C.E.R C E No . 43212 3 31 08 � a- - � 1.1 Expires R.C.E. No. Expires �►�a�.::i989.. • K�°4 SHEET 5 OF '7 ELEVATION - 1097. 163J N/A � �A �� N 4.6 .......... ... _ / N ---- _ -w-_ � --_ 1 D 10 44-I _-I r 1.56-I -4 10 .56 IE aIf 9TG 11.30 I E �- 10. I11- 1-r-i- I€- .23-IE=1 10 ---- ---.-"-_ . 111 d ---- Q @3j20---. I -- 10 ------ 2 �Q�Lam--- 1-1--14- I E4---1 Q -->> - . 1 1. 1 TG a 1'-1-T TG- 1113 11. 1 TG 13.6TG 3.7TG ---- @ 2.789'.- t08•°1•--I' •#� 47 I��$-; ...� -- 11.1 TG- 10.7TG t� 3 3 10.24IE 1114-- 1 .44E 3 3 1 .1 IE 3210. 1 I 3 - 6-T --- - 1 fi 2:a-3-L ----- _. 30 j � .� ' ~-`- ---._ 1 31 1112 12 .&10 _ Q 27 j .` - 11.39 I E l.O% - 9 74.8 2,• 4 13 5T .p�� 11.•92 w x`410 ` -- �� 12. 14 I 3 �� •.,, �' '---� �'S 56----- © ---. © 0 13.5 TG 14.OTG 14.016 ```Y g �`8 �0 61 LF 68. 0.33 LF � Q 72.00 LF 3 3 3 0 1 .51% 2 65.00 F 2 0.56 �- 2.81 2 13.716 3 1 7 © 11.24 I E 11.53 IE •77 j�`4 w - 2 J 0 1 .20 Rn G1 9 0.55 o C 4 - 2 � � 3 '� �a 2 0 Q w o.- d w 65.00 LF _ 4 -__�__ _ �: ��•p� r FF 11.9$ _ o w FF =11.98 r- C- T-- FF 14.58 . 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O TG 13.316 03.077. 2 ® 2.7gq 2 p� r4 F 10.30 I E 3 2 ® 1.807 8 1.00 0 10 8.07 I E-657 $ 39.7 I L�► 13.3TG 3 3 E 10. 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SCHED.40 4" pVC R/W FLOWLINE PLUG INSTALL POLYETHYLENE INVERT ELEV. 4" PVC A PLASTIC JOINT MATERIAL �- 3 INSTALL 6" GRATE PER N.D.S. No. 40 OR EQUIVALENT REMOVABLE PLUG PER PLAN J -�---- "QUICK JOINT" OR EQUAL � . ... ., . . . 1 1/2"' MIN. COVER o 4" WYE ,,-.,. : •r ti•.. :�,,. r 4 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER C.O.T. STD. 303TG PER PLAN r •;�`�-• ,` :•. w AND DETAIL HEREON 3" PVC "�" ''" I E PER PLAN ,.• t n s.r. r, ,,:. .. -- 'I , P.V.C. SCHED. 40 _ r-. Lli 7 INSTALL 3 r=:•`: :. �'• ►ti:+:+,•; ti -, .:;" ''tiv. : .� r.� . :� .4. ► ;�, •..', .t. 20 0 20 40 60 Q�p, _.'r-� 4„ PVC r ay•. r,. PER ~/?•amt:'�'. .01 $ INSTALL 6" P.V.C. SCHED. 40 JIG SLOPE PER PLAN Y . 'I J 7 •I• lE P r P.V.C. SCHED. 40 - - 9 INSTALL 8 -;r�..�-_;�. 9„ 6„ � Q �•'� TG PER PLAN 4„x4 x4" TEE GRAPHIC SCALE SD CLEANOUT 5' PARKWAY ' � • IE PER PLAN CURB & GUTTER 10 INSTALL _::."-a--t: SECTION AwA � UNDERGROUND SERVICE 3x4 REDUCER 3' PUE �.• PLANNING I■ DESIGN ■ C[7N9TRUCTIC] , E?•�.••.�:.., 3" MIN PVC (SCHEDULE 40) ELEVATION J ALERT 16 INSTALL 12" P.V.C. SCHED. 40 5 S/ :; 'TYPICAL PRIVATE DRAIN THROUGH CURB DETAIL � CALL TOLL FREE 27555 YNEZ ROAD,SUITE 400 4 a ■ ■ ■NOTE: PLEASE SEE SHEET 2 FOR SWALE DESIGN TEMECULA,CALIFORNIA 92591-4679 1-800-422-4133 PLAN C❑RI 5 U LT I N G 951.676.8442 FAX 951.876.7240 v www.RBF.cvm LD06w060GR LID05497011 0 Two WORKING DAYS BEFORE YOU DIG DESIGNED BY DRAWN BY CHECKED BY Drawing No . / CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK SCALE �0'��SSj4y RECOMMENDED BY: DATE: f � � DEPARTMENT OF PUBLIC WORKS Q �� RJB RJB J. TANNER .��L`� - 00 N ;r/07 RBF Zj\ REVISED ALL FINISH FLOOR ELEVATIONS 1/2" DIAMETER ALUMINUM DISK, FLUSH IN a , YA1l►N �, � W ,p a ADDED PORCH TO 1 A,REV I SED ELEVATIONS ONS CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL ,�,`� 1 Plans Prepared Under The Supervision Of Contractor ,r i DATE: • r-' ACCEPTED BY. �� ov TRACT" 32 104 Ln LOTS 6,11,AND 27 COUNTY BENCH MARK T-46-81 RESET 1997 �, ,�.. -W-------�: EASTERLY OF THE CENTERLINE OF SR-79 AT c' - - D .PV`f"'� D I RECTOR d PUBLIC WORKS/CITY ENGINEER ��R �� PRECISEp�� AS NOTED w No.60132 � Date• A. YORK Q THE SOUTHEASTERLY CORNER OF THE BRIDGE Ex , 30 08 DANIEL _ Inspector � p / / � � - LOTS..:M=...: OVER SANTA GERTRUDES CREEK; 4.5 -- PURPOSES ONLY FOR PURPOSES ONLY ~ CWI� D. TANNER III FOR 1NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL ::.....:..:..:.. Date Completed e t ed CONCRETE SIDEWALK. �� 4�` 60132 Ex i res 6-30-08 R.C.E. No. 43212 Exp i res 3-31-08 ',,r� .989••04 p 1� R.C.E. No. p N� DESIGNSHEET � OF � • _ of ��. 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SCHED.40 �G� \ � pE � 013 � 2 � 1 PE � A. �3 INSTALL 6" GRATE PER N.D.S. NO. 40 OR EQUIVALENT � 3 0Q \'F 6���3`�� 2 1 a LF 2 ae 65 � �Z• 1 4 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER C.O.T. STD. 303 A.4 AOgo >�15•Q �G � 2 �o0 O AND DETAIL HEREON 1 U7 INSTALL 3° P.V.C. SCHED. 40lo pp LF 2 � �F 4 ,�, 1�y� 1 ~ / ���� p SO INSTALL 6' P.V.C. SCHED. 40 \ ��2 ��� � � 3 2 00 1 �f� �! `�'� � 9 � o 65•� �qq, �p. , 2 5 „�. Op � J o 9 INSTALL 8° P.V.C. SCHED. 40 \ � - S F ,O C�� � �� '4' / C� o Z -Now 10 INSTALL SD CLEANOUT 12.65 [E R 17 INSTALL MODIFIED CURB OUTLET PER C.O.T STD. 301 (6"OPENING) ` 00 �F 16 2-� LF �0 1 r�n� p � � \ 2 3� a.52� 2 @ �•�►1� 1� � �p A Tc�94 � \ 16. 19) 7O �A'69 ��F ��� � 'CURB TRANS o 10 � '�� ,A 6'TQ 9 3. 16 TC-9" �G <v�' -�-�_'�'~ vwi 1LLJ 6 g � "59��G' a � GURe ,.W p GIs � Q UNDERGROUND SERVICE � " / � -. ��� `'`' � �� vE c� ALERT PLANNING ■ DESIGN ■ CONSTRUCTION � �S,�PQ � QRl � v � W N 16"��' 20 0 x - 20 40 60 � � e9' CALL TOLL FREE 27855 YNEZ ROAD,SUITE 400 �� � �g � / TEMECULA,CALIFORNIA 92591-4679 \ � � � � 1-800-422-4133 i � z CONSULTING 951.876.8042• FAX 951.876J240 a www.RBF.com / N �1LD06w060GR � GRAPHIC SCALE � / TWO WORKING DAYS BEFORE YOU DIG � � � LD054970R Q CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK SCALE Q�pFES31py'` DESIGNED BY DRAWN B BY CHECKED J. KND BY RECOMMENDED BY: ,�� , _DATE: r� 69�p' CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS Drawing No . �/0�► RBF Zj REVISED ALL FINISH FLOOR ELEVATIONS � ,J .� � ��2 DIAMETER ALUMINUM DISK, FLUSH IN �� Q• ��NF c^ � 00 ADDED PORCH TO 1A. CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL � � N Contractor � f o� Plans Prepared Under The Supervision Of o COUNTY BENCH MARK T-46-81 RESET 1997 � ✓r. ;s -- ACCEPTED BY: � DATE: 7'20-07 TRACT 32104 In EASTERLY OF THE CENTERLINE OF SR-79 AT AS NOTED " N0.60132 ��^ / o vSPury DIRECTORdF PUBLIC WORKS/CITY ENGINEER �'��� � PRECISE GRADING PLAN � Inspector THE SOUTHEASTERLY CORNER OF THE BRIDGE � gyp, 8/�/� � --- Date: co DANIEL A. YORK `::. Q OVER SANTA GERTRUDES CREEK; 4.5' � � d D. TANNER III - FOR Q PURPOSES ONLY FOR PURPOSES ONLY ���`���� �a������ LOTS 'I.53 Q NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL `f'1 C J y t� y.� O �; :�'...:... �, p Date Completed CONCRETE SIDEWALK. ltr FO R.C.E. No . 60132 Ex i r e s 6-30-08 R.C.E. No. 43212 Ex i r es 3-31-08 °�r;���: se�:?�`� a ELEVATION = 1097. 163' N/A ' of c��� � P p °"�•���Q AREA DRAIN DESIGN SHEET ? of 7