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HomeMy WebLinkAboutTract Map 30669 Lot 22-45 Precise Grading GRADING NOTES 1 . ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE 1998 CALIFORNIATract No . 30669 ' BUILDING CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23, 15 215 ,' �T AND IF APPLICABLE, TO THE STATE WATER RESOURCES CONTROL BOARD NPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1%. recise Gr a DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A ding an MINIMUM OF 2' AWAY FROM THE TOP OF GRADED SLOPES. FINISH GRADE SHALL SLOPE AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. h 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2: 1 . PHAS 1 LOTS 2 045 15 4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR STORM FLOWS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADEDIn s, City Temecula ate of alifornia SLOPES HEIGHT SLOPESNT TO GRADED AREAS L E G E N D 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL TOP OF CURB 0000.00 ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY TC SIVE THAT ALL FILLS HAVE BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL FLOW LINE FL COMPACTION REPORT FOR ALL FILLS OVER 1 ' DEEP. 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S HIGH POINT HP PUBLIC WORKS DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH TRAGI 298391 �p L GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO L07 13 O FINISHED GRADE FG ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, 8AL 90A DOM GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. FINISHED SURFACE FS 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THANC`1, ONE FOOT. TOP OF WALL TW N 41 1 29 VICINITY MAP �.. NOT TO SCALE 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THEM 33 1 30 :2 2s 27 '26 :25 24 23:, zz- 21 20 10 y TOP OF GRATE TG TRACT 29539-2 m �s �. 17 PRELIMINARY SOILS INVESTIGATION BY LEIGHTON AND ASSOCIATES DATED 12/17/03. I TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE EDGE OF PAVEMENT EP LOT 7 PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN S CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. INVERT ELEVATION IE PROPERTY LINE GUTTER 9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 CURB FACE CF 54 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. 34 35 3d. ,37 as �■ 40 47 42; 43- 44 4S- 40 47 03 EDGE OF AVEMENT N -• N THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE �� :\\� ACCESS S2 - - FOR EACH LOT. PUBLIC WORKS DEPARTMENT PHONE: (909) 694-6411 . L 51 =PO z GARAGE FLOOR GF 0000.0 14 EASEMENT z z 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION PAD ELEVATION PE 0000.0 40 13 U G .1s' � I 3. GARAGE PAS PUW AND SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN DURING THE GRADING PHASE. F I N I SHED FLOOR FF 0000.0 112 AREA DRAIN R FG�Ao AND 11 . POST-GRADINGACTIVITIES HA N T as LOCATION ONEPER PLAN PAD B 8 I N S LL I INCLUDE, BUT NO BE LIMITED T0, INSTALLING, WATER SERVICE W � r PAD z WHERE APPLICABLE, GROUNDCOVER, TREES, SHRUBS, OR A COMBINATION THEREOF - IN ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. FUTURE TRACT TRACT 30669-2 ,.� FF FF SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS SEWER SERVICE �S 31053 s7 . 6' o WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C. s r CA -W MI PER PLAJ� �' $971- DRIVEWAY 12. FILL MATERIALS SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS A o o? PATIO �� PATIO V-- BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. IF - - as e � RETAINING WALL '046 OF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN SLOPE 7so 40 PER SEPARATE PLAN '"�' '~ MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. - - - - S�q�F FW G�An -SIDEWALK A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST SHALL LOT NUMBER 1 1 '=,00, e1 ° R/W R F • ELEV. c' -- PARKWAY APPROVE PLACEMENT OF FILL. s cuR6 co�THEERw CURB NOTED 13.13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES s2 UNIT TYPE/ELEVATION 4 PER PLAN ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING A 63 AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING 3 GRADING OPERATIONS. TYPICAL LOT DRAINAGE BW 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. BACKWATER VALVES es 2 N.T.S. ENHANCED ELEVATION TYPE- EH UNLESS OTHERWISE NOTED 15. STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE TENTHS so DISTANCE TO BUILDING CORNER TIE OUT SHOWN PER PLAN ( 1 .5) SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTERED AMOUNT OF EXTRA DEPTH CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND FILL SCALE: 1" = 100' d7 SLOPES OVER 30 IN VERTICAL HEIGHT. FOOTING REQUIRED �r 16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION %% '; LOTS INCLUDED ems° OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION EXTRA DEPTH FOOTING zi (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT DROP GARAGE GROUND SHALL BE GIVEN. -X.X 17. EROSION AND SEDIMENT CONTROL: THE PERMITTEE SHALL ABIDE BY ALL OF THE REQUIREMENTS R OUTLINED IN THE CITY OF TEMECULA EROSION AND SEDIMENT CONTROL STANDARD NOTES APPROVED PLOTTING CURRENT ARCH. ELEV. TYPE R/W THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING ADHERENCE TO THE STATE NPDES 12' 3' UTILITY EASEMENT PERMIT FOR CONSTURCT I ON ACTIVITIES, IF APPLICABLE. 1A 1F ACCESS ESMT. 5, 5 18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. 1B 1C 10' S/W ARKWA NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. TOP OF WALL 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO 1C 1D Q- �Q- '� COMMENCEMENT OF ANY CONSTRUCTION/GRADING. PER PLAN 2A 2A 1,p�Q� 1 ,07C � �1 ,076 1.0j%20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A 2B 2E ° ° MIN.1,0% MZN• MIN, M.0%IN. MIN, N PUBLIC RIGHT-OF-WAY. ° °° ° 4" PVC c R P CPN 21 . APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT 2C 2B FOR ALLEY CONSTRUCTION SLOPE PER PLAN �� Q` S - AND H I S ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OM I SS I ONS 3A 3A SEE ACCESS ALLEY DETAIL Q �Q�� F 2.0 MIN. �G pER pLPN a DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. 3B 3C 16. 17' 16. 17' 16. 17' P� � 0.5% MIN 22. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE Q 3C 3B �. Q`'P �� ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF 1 2 3 ti �Q- ti� ,�l�, Q'" o STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE Q Q� Q�� CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE91 CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. CONSTRUCTION NOTES & QUANTITY ESTIMATE NO. ITEMSECTION A-A o QUANTITY UNIT U u� 1 Q LOT GRADING (24 LOTS x 50 C.Y.) 1 ,200 CY a"a n " m n co " 3. 16' MIN. R 3. 16' MIN N.T.S. 6 MIN. 6 MIN. INSTALL 4" P.V.C. SCHED. 40 3,774 LF 2. 16' MIN 1 ' 1 ' 2. 16' MIN -' MUDS I LL 6" MIN. T MUDSILL * * MUDSILL o O CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON SHEET 2 21 EA --- IN GARAGE AREA 0 - - FG FG GARAGE FLOOR SILL IS 6" MIN o �4 INSTALL 6" GRATE PER N.D.S. NO. 40 OR EQUIVALENT 139 EA EXTRA DEPTH FOOTING EXTRA DEPTH = ABOVE GARAGE i FOOTING FLOOR SLAB �- (5 INSTALL 3" P.V.C. SCHED. 40 214 LF 23.s7' 23.67' =PAD ELEV-FG '• ''' =PAD ELEV-FG O 6 INSTALL 8" P.V.C. cLAss 150, c-goo 278 LF WHERE NECESSARY GARAGE DETAIL WHERE NECESSARY TYPICAL FOOTPRINT 7 co INSTALL 8" GRATE PER N.D.S. NO. 1050 OR EQUIVALENT 11 EA *** 12"OR 18" MIN. 2: 1 MAX. 3" 12"OR 18" MIN.*** N.T.S. o M SCALE: 1" = 40' 2% MIN, MIN. 2% MIN. w 21% MAX. 21% MAX. 0 LU UNDERGROUND SERVICE SECTION B-B PLANNING ■ DESIGN ■ CONSTRUCTION SOURCE OF TOPOGRAPHY OWNER DEVELOPER BASIS OF BEA RING NOTE ALERT UNLESS OTHERWISE NOTED N.T.S. z ANALYTICAL PHOTOGRAMMETRIC SURVEYS, INC. U.S. HOME .. *** VARIES PER SOILS REPORT Q 647 N. MAIN STREET, SUITE 1A THE BEARINGS SHOWN HEREON ARE BASED ON NORTH 42 51 35 WEST �� -�� CONTRACTOR TO VERIFY: IF THE SWALE FLOWLINE IS LESS CALL TOLL FREE 27M YNU ROAD,�400 RIVERSIDE, CA. 92501 391 N. MAIN STREET FOR A PORTION OF THE CENTERLINE OF MARGARITA ROAD AS SHOWN DZ LD 0 4-2 54 G R 1-800-422-4133 TW-CULA,CALIFORNIA 92991-4s7s (909) 686-5103 CORONA, CA 92880 ON A MAP OF TRACT NO. 29286, MB 298/86-89. THAN 5 LATERALLY FROM FOOTING, THEN THE FOOTING BOTTOM I S C D N S U LTI N C3 9o9s7g.eoa2 • FAx 9o9s7s.7240 • www.RBF.com A MINIMUM 6" BELOW SWALE FLOWL I NE. (SEE SOILS REPORT) 0 LD04-128 G R o DATE OF PHOTOGRAPHY 8/5/98 (909) 817-3600 o Two WORKING DAYS BEFORE YOU DIG LD04-02 7G R Q J CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCF-NSI SC&E *411gSj� DESIGNED BY DRAWN BY CWCKED BY Drawing No. o Q RECOMMENDED BY: DATE: 7 CITYOF TEMECULA DEPARTMENT OF PUBLIC WORKS a 3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN ��, 0, TAIVi�C. �,, M• DOTY R. SCHAUBERT J. TANNER0 Contractor CONCRETE CURB STAMPED RIVERSIDE HORIZONTAL ,�� ► 1 Plans Prepared Under. The Supervision Of 7 �¢ o COUNTY BENCH MARK T-46-81 RESET 1997" � W - ACCEPTED BY; DATE. 0 EASTERLY OF THE CENTERLINE OF SR-79 AT AS NOTED w No.60 132 PRECISE GRADING PLAN 0 Inspector THE SOUTHEASTERLY CORNER OF THE,BRIDGE d �p- 6�30�06 Date: 4 DEPUTY D I RECTOR OF PUBL I C WORKS TRACT 30569 PHASE 1 10 04 RBF 2 REVISED DRIVEWAY LOT 37 /8 OVER SANTA GERTRUDES CREEK; 4.5 49 ! RONALD J. PARKS Q NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL CAL 'fr' C1 y I\. .�� JOHN D. TANNER I I _ - �--:__.::-� � LAKE FRONT COTTAGES Q Date Completed 05 04 RBF 1 ADDED LOTS 31 36 AND CONCRETE S I DEWALK. - jC `1E�� R.C.E. No. 60132 Expires 6-30-06 R.C.E. No. 19744 Expires 9-30-05 5,-7-lse9-. a UPDATED QUANTITIES ELEVATION - 1097.163 N/A F C k LOTS 22 TO 45 SHEET 1 OF 3 TRACT 39639- 1 AV/AR 1 1/2" MIN. COVER LOT 13 .. _._. _ _ _ -- -- - - - - -- _ _ _ -- -- _ _ _ -- --- r4. A". 4.. : r V • 4 . x I I °° a" WATER o \ RETAINING WALL - _ RE AINING WALL PER 0 \ LANDSCAPE ARCHI ECTS PL L CAPE ARCHITECTS PLANS 9 6 F.N� FH AND BY SEPARATE PERMIT A BY SEPARATE PERMIT evc W 6 9 / �,�': 25 B A BOA D I VE (SEE SHEET 3 F TOP OF i WALL) ( SHEET 3 FOR TOP OF WALL) 23 9 �iOL407M AA _ 0.5% I I o • - - - cy 5-.2. LF •.,_ 5 2.0 LF o 8 SEWER- _._._. ....._.___..._. o _.._.. A ti. -� �G ; �.. 4" PVC - 14.0 LF O 2% 11.5 TG �►•• '� 0 .5% ry 0 0.7% 00 1 "� �' .��' (UNLESS NOTED ON PLAN) R/W "<C 09.26 I E 2 61.83 LF ^. - N ,,L O ti . ^ N t r ,��Nil; I I 8 X4 X4 TEE 1.oX g'S N �, N w ,,� F REMOVABLE PLUG W �g FRONT YARD WALL 1 - CMZ J J►R J� J1f _1� F- I FF Lj az W a Q �� W o'r' W w n o ao n W W ,,�$ w W W W 4" WYE r en �_ N� � - � °"!-7TG PER PLAN I ( 11.4 TG •p la__2 T 4 �Q 4 • r • • • • ' 2 ""„ 2 N PVC - 2.0 LF O 2% IE PER PLAN 6 09.28 IE ow 09.60 IE 5 UNLESS NOTED ON PLAN) 7 08.98 IE 0 1.0% 11.0 TG S S S S S S S S OH I I 8 ELBOW 409.58 E� �^ 409. GE / 12.0 4 1 3 : 1 4 p�- VC 11.6 � 12.9 TG 411.8 '` N SLOPE PER PLAN 11.4 11.2 11.2 12.3 TG 2.7 TG 4 12.7 11.52 I L . 3• I-p 2 4 4 12.5 11.57 IE 13. G 4 14.2 4 14.0 TGE POX 11.8 TG 11.28 IE 4 Kit 4 13.8 G E E 1 IE ' M' TG PER PLAN 10.82 IE 12.8 11.5 TG HP are �C 12.5 13.4 23. LF 1 7 08.86 I 11.1 TG 72.0 LF 2 N 1� 1 2' �L 76.0 LF HP 4 12.9 TG HP FP 86. LF 2 13.7 0 5.0% 2 '1 5' PARKWAY ti `' IE PER PLAN I IHP 09.99 IE 10• 3 1 2 0.5% 38.0 LF 11.87 IE 36.0 LF 14.0 1 D FF = 1115.1a 3' PUE 4 • 1.1X 11.2 0 0.7% HV G 11.0 TG 4 FL �C .5 TRA DEP 0 1.2% 2 0 2.0% 2 2 82.6 LF 14.0 R IPE = 1114.3 5 S/w y /3 A\ 09.95 1- �0 9`� FOOTING 2X2 4 12.3 TG 8fi.7 LFA 13.1 13.2 TG 13.5 TG 0 0.9Xkh. HPHP I E H R © o SG 5 106.8 11.46 IE 4 12.6 TG 0 0.7% HP 4 12.19 I E 12.17 I E 4 48.4 LF 2 14.0 TG 4 Lit I ( ❑ /2E\© are 2 B 0.fiX 12.3 TG 11.64 I E 13.5 TG 0 2•Q% 13.5 I E 13.9 TG �•--�'`� 21 4" PVC - 14.8 LF 0 2% I I 11.4 TG 2 67.0 L o W 12.1 11.50 I E 4 86.7 LF 3 B ® 4 12.51 IE 4 13.9 TG 4 11.7 0 1.5X o 13.7 12.85 IF PE - 1114.3 (UNLESS NOTED ON PLAN) HP 2 86.7 LF are 14.2 12.65 IE I HPE 10.9 IE 11.1 TG 2-� 4. LF R 3 A 0 0.7% R 12.9 TG 2 0 0.8z HP ® 0 13.9 TG ® 12.5 TG 12.13 IE ?0; ' 4 12.62 IE NTS I I 4' H A DRAINAGE 2 47.2 LF 10.10 IE 4 MIN ;� 2 4 13 1 TG 1F ASEME IT O 4.9X 11.3 1�1'2 1 LF 2 2.0* Bw I�.P2'4 \R / 12.0 I E 4 12.8 TG 4 12.6 IE 4 13.6 ;,Z E IN 4.0 14.1 289.1 LF 5' 5' R/W I I FF = 1112.6 HP 5 �� 12.8 ,,.81 IE ,3.4 R 6 LF • ,.0% I I fi 97.5 PE = 1111.8 Q 10.9 TG $ 0 2 OX W,1N 62.1 LF 2 12.5 FF = 1114.0 HP 2 0.7X HP 14.1 4" WYE AS REQU I RED SIDEWALK tV I I I 0 0.5% FF = 1112.3 0 4 10.4 I E ,°�' G E H 0 0 17 1C PE = 1113.2 3 C FF _ 1114.6 4 _ 10. 2 FF = 1113.4 PE - 1113.8 3.7 TG FF = 1115.1 HP FL OF PIPE ,/2" INSTALL I I 3' Pl>E are PE 1111 .5 z x���, 120] 12.9 c o z FF = 1112.1 nvo� ti 11.8 TG 2.83 I E PE - 1114.3 66.0 C 2 IE 4 PE = 1112.6 HP 13.7 TG 0 1 4% ABOVE GUTTER 6" REMOVABLE 2' I 11.3 TG r 11.1 TG = 1111.3 J I '` O• 11.3 IE a►e 12. T 13.1 z 13.2 IE 4 FLOWLINE tp I I 8.fi 1 IE 7 N 10• 4 10.6 IE PE a -- FF 1113.0 12 2 TG o a �' INVERT ELEV.. 4" PVC A z 11.95 I 4 2.0% 13.4 TG 85.8 LF 2. 2% C) E IE 10.9 TG 4 = 11.7 IE 4 'r 04 1.0% 2.0% MIN 4 2 2 49.8 LF 13.9 TG EH `4X PER PLAN J f_ I OP 7 0 .2X are 11.4 10.4 I E PE 1112.2 13.4 1.4X 12 4% I E 0 1.14.0 0 0.7% 4 12.92 I E cul/y w I I o 2 -MIN 13.1 TG _ EVC 2 12.8 4 12.5 TO © M HP 4 13. T4 G 13.6 o HP 1.4% 13.9 I I 11.7 a N MIN 12.0 4 11.7 TG ,w 1 .94 I E 12.9 12.52 I E 12.49 I 4 HP N 4 14.1 4 13.32 I O I HP `t 88 0 LF are I 11.2 I E 13 7 ' 11 Orr 79 0 LF ' 13.6 FF = . EH 11.2 HP 7 0 0 1.7% 2 � - 10 C 0.76 12.7 2 0.7% 13.3 13.5 I-p - PE = 1114.1 2 1 LF _ 13.9 TG 4 11.4 .. T_ ® HP Hp HP 0 2.6% 13.4 IM) IE HP FP DROP 4 12.2 TG 12.9 TG 4 13.8 TG 14.0 14.1 14.1 11.3 TG 11.8 11.7 I E FF 1113.7 4 FF = 1114.3 13.2 TG 4 13.3 I E HP fp A FP I 4 HOA DRAINAGE 4 10.6 Ki HP PE = 1112 s 12.4 I E PE = 1113.5 _ 12.7 I E 14.0 0 10.8 IE � - - 12.4 12.6 TG " » 4 14.0 TG 14.0 TG n 4x4 x4 TEE 14 23 31 fi EASEMENT GF=1111.6 11 HP 12.1 I 4 013.5 13.0 IE GF=1114.4 13.5 I E 4 13.5 IE CURB >k GUTTER I -1 11 >> FG v GF=1112.9 GF-1113. be be GF=1113.5 ars = cn co = N I W 9.2 TG 5 S S l �O GF=1111.74 N r: r n n n GF=1114.6 3"x4" REDUCER 7 1 5.0 LF I rl .-- �� r '� •3� I - - - - -°�° - T 4 - - -� - - CN 3" MIN PVC (SCHEDULE 40) 8.1 IE N t 1 -co -- `_`� -� T o 1 9 _ + $°' �? C �� I 4' HOA DRAINAGE I 1 z 1. O �. Q, t? r? •p •� '� I 4.5% "� ? � �`� '�� 'rra F.b� 1.OX 4`�e 4�0� Ca 4�`s Fo fib1.OX �o� Eos` Af • Foci 1� 0.50% 6 . _ -,.�.�� '� ... _ NTS I I w 1 � � _ � _ . � � _ g-....- �� � �0�� I. 1 a 1'L• 1�'� Pp ! 1 � •�Q ,� p I Q _ T, �' J F.b P 1`1-•�� 1�- ti 8�- 0� �3'1� 1'y'� 1'y'�`� 'S• , �r 1 �S I FH E X15 30 VC 15 .� �1• 3. �3. Fo •9 15 r 1 I I �_ N o •�8 a art 0 F� .n 30 W 6 o I AV/ .�� GF=1111 .9 GF=1111.8 - N - N - alb are -o -r- 11.7 r I 1 1 �j 0 11.3 TG 1 .2 G =111. _ = ' > HP/ 4 11.4 TG 10.8 I E 4 11.0 TG - GF=1112.9 r GF=1113.2 -- 4• N N GF=1114.6 G =1114.1 G =1 4.6 12.9 TG GF=1113.8 4 13.8 TG 13.9 TG 4 $� ENHANCED REAR ENHANCED SIDE BACKWATER I Q 9.5 LF 10.9 I E 11.1 TG 4 10.41 , E H 11.9 TG 4 n 13.5 TGbR LOT NO. p> I 6 4 10.5 IE 0 -� 4 12.7 12.4 IE 4 13.3 IE 13.4 IE �3• ELEVATION ELEVATION VALVE I = \, 4.9X 10.6 IE TC rC • art 11.6 TG ( 11.4 IE 13.0 13.0 13.1 TG 13.6 13.0 IE 13.8 16.5 LF 22 YES N A NOT REQUIRED I 4' HOA DRAINAGE I D°Ro2P E H 11.4 E H 5 °° 4 11.1 I E 4 12.3 TG HP , 4 12.6 I E HP to 14.0 ® 0 2.1% 2 I I 11.8 I E 12.5 TG FP 23 N A N A NOT REQUIRED In �' � - ca� 0. = 13.9 � I I � EASEMENT 4 FF 1114.6 13.9 TG I 08 2 T I x 8' 28 2 79.0 LF 12.0 IE 2 76•D LF PE = 1113.8 0 4 13.4 I E 7.9 F 2 �G 24 N A N A NOT REQUIRED I 7 ,� I Q K 0 1.8X 1.6X ,� N o Z D.9 25 N A N A NOT REQUIRED I 05.17 IE/,4 PT. - 0 11.3 11.2 28 1 18 18 1 13.8 1.1X ' 11.7 1 11.8 © "' o ? I I 05.1 O I E •• � HP � � FL � � 12.4 � 4 12.7 TG 13.4 2.OX HP 4 13.6 TG 2.0% �+ � 26 N/A N A NOT REQUIRED �'•� FP N �` 11.99 I HP MIN 4 2 1.4% 12.91 I E MIN 3 t.+ 4 1 27 N/A N/A NOT REQUIRED T I E I 0 EX IST,; O N 92.0 LF 92.0 LF 2 R 12.5 r V,�N �'�'-� 12.9 -- = 14.1 HP 13 3 I E 2 0 4.6% 84.8 LF FF = 1113.0 1.1% FF 1114.3 13.6 TG 14% a►t I 28 N A N A YES CATCH AS I N,.;;;:' - &A 4.8X 2 83.0 LF HP 4)CU 13.06 IE v a A 0 3.1 X art PE = 1112.2 2 12.5 TG 12.8 TG z PE 1113.5 13.4 T 13.712.54 I 13.9 TG ar< 29 N A N A YES 0 0 1.6% 4 N M M 12.93 IE 4 N �` I I x.'19 11.3 TG 4 0� 12.1 12.0 IE 4 12.3 IE 4 N 1 HP 1 30 YES RIGHT SIDE YES 7.2 LF 10.8 I E 2�� 4 10.4 I E 11.7 TG _ 6fi.0 LF I I O 1.OX s 2 E MZN 11.1 TG �, BVC 11.2 I E 4 2.OX 2 '0 1 F 13.1 TG 2 B 6 116.2 YL , 2 1.5% 13.9 TG 4 1 31 YES LEFT SIDE YES 4 09.24 I E ® 0 ��.�_ 3 C 1.6X 1.70 I 4 62.6 LF 0 1.3X 2 12.86 I E 32 N A N A NOT REQU I RED I I ,Q 'oma C'23 / APRrn 2 11.0 TG 4 `11 ` 2� MIN 12.8 13.0 R 4 2 13.8 14.1 4 33 YES RIGHT SIDE NOT REQU I RED I ?r // OX 11.0 TG 09.29 I E I P HP 13.4 0 2 HP 14.1 ® 1 2 50.36 LF MIN 08.50 IE 4 38.5 LF 2 OX 4 12.3 TG HP HP � 11 08 I FF - 1114 0 2 79;06� ® 13.9 �• 1 PE `�` 14.5 34 YES LEFT SIDE NOT REQUIRED ® © � 2 2.OX °° I • MIN N 12.2 TG 4 60.0 LF 2.OX - 1 F 35 N/A N/A NOT REQUIRED 11.7 aK 86.0 LF 4 11.9 TG 10.76 I 0 2.7% 2 PE 1113.2 M ® 13.4 TG 4 FF - 1114.S •1 LF / wP 4 11.4 TG 2 O 3.3X FF = 1112.1 _ AV/AR � � 10•55 I 2 E 12.6 TG 13.0 12.18 I E PE = 1114.0 0 1.4% 36 YES RIGHT SIDE YES •�G 08.05 I � I 12.9 TG HP 4 13.5 TG 13.9 TG R � 0 37 YES LEFT SIDE YES _ FF = 1112.3 8 12.8 11.57 IE 4 89.4 LF 12.33 IE 13.6 TG 4 12.51 IE 4 FF 1115.1 l._ 1 38 N A N A YES PE - 1111.5 11.2 53.21 LF ® 12.8 TG 2 12.05 IE PE - 1111.8 11.4 11.2 2.5X ® • - 1 2 FP 4 0 1.5% 13.7 TG 13.9 TG PE - 1114.3 39 N A N A NOT REQUIRED FF = 1113.4 11.38 I 13.2 TG 4 4 I I I 11.6 PE 1112.6 _ 63.7 2 !)_1 1.80 I E A 1 D 13.2 12.77 I E 66.0 LF 40 N/A N/A NOT REQUIRED I HP HP TAI T WALL PER 12.1 70.0 LF FF = 1113.7 • 2.5X 13.6 FF = 1115.1 2 t 1 41 N/A N/A NOT REQUIRED L ANDSCA E ARCHITECTS PL HP 2 1.5% 12.5 PE = 1112.9 13.1 13.4 HP R PE = 1114.3 0 1 w 42 N/A N/A NOT REQUIRED BY SEPARATE PERM T o HP Ip 13.7 19 8 LF 14 2 CD 1 11.4 TG g F4' 0 4.OX fi ( ET 3 FOR TOP" OF WALL) •4 LF 2 14.1 14.1 on, 43 N A N A NOT REQUIRED ' 11.98 TG 12.1 12.8 2 13'8 0 .8X . 1 44 N A N A NOT REQUIRED J 06.54 IE 1 T . 10.9 TG 4 - 10.13 IE 4 �, 1.5% 13 0 ' HP HP HP H' � : - HP 13.4 TG 13.fi TG 13.9 TG '� 45 N/A RIGHT SIDE NOT REQUIRED .84 4 4 7.89 IE 07.90 IE rQ9 Sx art 12.5 4 12.3 TG r 13.4 13.9 M N r 7 C • 10.38 IE 12.7 TG / ~; 01• 5.96 I E 11.1 TG EVC FH •s-t 4 W. cv o 4 4 FP t 2. I E 4 :lAc-.) 11.9 TG 13.2 G 11.40 I E 11.73 TG 0 0)Ca10.05 I 3 : 1 11. •_1 S S2 : 112.16 11.8 TG . 6 7 7 7 32.45 LF 2 409.86 I E CsL.. S S _ _ t 2 I E A M N • 5.9 art12.9 lb 4 4 4 04 IF 12 4 4 4 . 0 13. 51 IE - 18.3 LF �w w lw. Nrr) C�7 C�.] w 4 9 TGI_W W 1 . n 0 2.0% ..-- Z/111-01 IF f__� � 27.83 L!(Z A N.. • 2.0% d°• ti O tib' `� �j '� oo G I G .�G .�G .�G G no W N �' tib' ��ti�' hti tib' tib' '�� ti �' ti 6�r tib', ,ti 65 ro z -_" C�`•<c. 3.0% 1 co 1 CT° 1 '� 1 1 '`� �� �� _.� ��• ,� Rti� N _.._. _ ...� _ 21 ASA ENA DRIVE 22 � P SADEN 3 DRIVE 24 25 - - - - 9.38' 1.80X RETA I N I NG WALL PER "'' N3 0°53'30"W 30'53'30"W LANDSCAPE ARCWITE I RETAINING WALL c�a 0 AND BY SEPARATE' "Ii IT ;' , LANDSCAPE ARCHITECTS PLANS _ _-Wim_ , (SEE SHEET 3.fOR TOP OF II ) 1.11 X �� AND BY SEPARATE PERMIT Y : -- __..__._.-__ .. ---- -(SEE SHEET 3 FOR TOP OF WALL) wo 00 W _�---� _.. W El C*4m J - ] U L_._I Ll Q ----- AV/� AV/AR r AV/AR EVC _ � m ) o to V [_ .. o 1 2 3 4 5 6 7 8 9 10Ch PE = 1110. 1 PE = 1110. 1 PE = 1111 .7 PE = 1111 .7 PE = 1112.7 PE = 1112.7 PE = 1113.7 PE": = 1113.7 PE = 1114.5 PE = 1114.5 w I cn CONSTRUCTION NOTES a c 011 11 INSTALL 4" P.V.C. SCHED. 40 to 1 0 0 �2 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON THIS SHEET 4 INSTALL 6" GRATE PER N.D.S. NO. 40 OR EQUIVALENT O w N SERVICE E ALL 3" P.V.C. scHED. 40 UNDERGROUND S C ALERT PLANNING ■ DESIGN ■ CONlISTRuCTION TRACT' 30669-2 6 INSTALL 8" P.V.C. CLASS 200, C--9oo z 0 20 0 20 40 60 �7 INSTALL 8" GRATE PER N.D.S. No. 1050 OR EQUIVALENT &LD04-264GR y CALL TOLL FREE ■ ■ ■ Y�Aaw,SUrM*M Q 1-800-422-4133 �•CAUF0F 1A 92!M 46'9 1 - CONSULTING 99.676.W42 s FAX 9M.67e.7240 a www.RW-cm GRAPHIC SCALE O LD04 128GR LD04-02 7G R TWO WORKING DAYS BEFORE YOU DIG ' CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK DESIGNED BY DRAWN BY CHECKED BY Drawing No. a SCALE QWESS fog RECOMMENDED BY: DATE: 7 CITY OF TDEPARTMENT OF PUBLIC WORKS �� . T�IV �! M. DOTY R. SCHAUBERT J. TANNER � HORIZONTAL ,�`�� ��� r �� Plans Prepared Under The Supervision Of o Contractor v r r __ 7 ZZ o ACCEPTED BY: DATE: PRECISE GRADING PLAN2 LO SEE SHEET 1 1" - 20' W.60132 � �p c� D DEPUTY D I RECTOR OF PUBLIC WORKS Date: TRACT 30669, PHASE 1 Inspector a/�/� a�. RONALD J. PARKS --- a VERTICAL sr CI r IV ti� JOHN D. TANNER III BALBOA DRIVE LOTS 22 TO 33 0 Date Completed et ed I O 04 BF Z D DRIVEWAY LOT 37 -- /d o �jF o�� 60132 Expires r es 6-30-06 R.C.E. No. 19744 Ex 'r r es 9-30--05l''f .999=- SHEET OF p R REVISE DRN/A of 1F R.C.E. No. p p PASADENA DRIVE LOTS 34 TO 4S 2 3 all 05/04 RBF VjADDED LOTS 31-36 7 2� TRACT 29539-1 LOT 13 4�7 69 I I � I I BVC -_- / 25 BA L OA DRIVE 4 23 / N30' 3'30"W I I °° r °° 124.59' 18.00' 3TC' 3 4 9' WAL W - 12.9 1 14.2 TW 102.00'W 12.12 FG 112.87 F I 1. _ r - - n 30.00 0.00' 3 .0 ' 30.00 30.0 n 30.00' 3 r � n da II n r" - / _ _ _ - � n I � 4' � n /ni WALL n r 3 STEPS � n ►•� v 3 STEPS � � ca 4 STEPS � - `° '� r O 0.5 T 4 STEPS F F , N _ 10 0 0.5 WALL 4 STEPS " • 0.5' I J 2 STEPS n 3 STEPS n n r• n 1 STEP O 0.5 i - ^ _ T r r r r n n I N • 0.5 ,� 00.5 - I /2E\ '"� to rn 3 STEPS PO 0 0.5 n r• ri TRACT 29539-12 I © o a.5 r-1 I _ 10.13B 3C LOT 7 I I , 17. ® /3-A\ 1F 2E 1D 3A I{ /�ic 3A R ® R ® © ® ® 21 I R © © R R \ Rj I W II 8 O O N = - �n Lr; W N r O O O O LO 8 O 8 8 O O I I I " N N N N N N N N N I 10.1 r r r-- �- r rL01 _j O v� I I I co i• r e ca to n ,;� r, 'r• M OD QD to to EVC r-1 I 7� ato n 6 I I 7 m 1 .17 137' 37' I -_ ----------- 70 ----�-( I I I 70 '17 n 13' _ 14' 23' 31 6' I I I n r 4' 6' n n II W - - - - - _.._rn - - 6' 6' PO rn 6' 6' " 6' r7 r7 6' Lr, - - - - - _� ;,� ire LO rn rn `� I w- I n r Z N N -- LAI s " qqrLO v O I " to I _ _ L0 I I "� me - z n - - nn I I L IW 8' 28 6' 12' I x 1 18' 18' Li 1 I I I > ^ M n 10.17'1 1 .17' r r ,,� r 1 17' 8 8 BvcIQ - �; N 8 8 8 8 8 8 8 fh to r, - N N N N N N N N / to N �- 1F "' /3A\ 3C 1F 46 I to N 3 C\ ® N R \-RJ A2 2A /2-B\ �, I I R 2A /2E\ 9.17f ® /2B\ I I I 10 S 9 STEPS I. n ® \ R / I 00.5 00.5 KiT ^ '- , 17' I I n 11.4 TW � r � I 11.7 TW �- 10.1 " 5 STEPS - �n n r- 1. 1. r- 09. I 8 ` 09.5 FG rrj w 10.5 FG fi STEPS 4 STEPS n "' "� .- 0 0.5, �- 3 STEPS I I - • 0.5 - n 1 7 00.5 r7 r7 00.5 I I 8 \ 11.7 TW _ r• 0 0.5 5 STEPS ►� 5 STEPS "' M M / I 09.5 FG WAL n `D n 0 0.5 - 0 0.5 4 STEPS 4 S� N rn 11.2 TW �, C co rn WA " r' END 0 0.5 _ w 0 0.5 W I r� r 08.20 F �, n w 01 .00' 3 .00' 22.00' ao END rn _T003 : °0 ALL 7.67' in rn 09.4 W 11.2 TW W 22.00 3 .00 3 .0 °0 ao 30.00' 0.00 3 0 30.00 °0 30.0 r 38.4 9.54 00E -- 06.6 07.24 FG 08.77 FG a 12.1 W � L - 11.44 FG 11.78 F 1 F .44 F 'n L O _. N 1 `♦ I r„ftr pp W --+-- 2 ASA ENA RIVE 22 _ PASA ENA RIVE 3 --� _ _ Uj _--- r .38'13"W N30°53'30"W --� M N39 � `'/ I 30°53'30"W Goo 1-15 00 LLI C'4 lam,J 0 LM J Ar- w 1 2 3 4 5 � 7 8 � 10 a S Ch FUTURE TRACT -�� s�o, I 0 31053 TRACT 30669-2 7 - W UNDERGROUND SERVICE Iz ALERT PLANNING ■ DESIGN ■ CONSTRUCTION z 0 of Q CALL TOIL FREE 275M 1�ROAD MM 400 20 0 20 40 fi0 c� 1-800-422-4133 M ECULA,CALLA 925®1-4879 C C3N S U LT I N G 909.676.8042 * FAX 909.676.7240 www.RBFJc L, LD04�-128 G R GRAPHIC SCALE LD04-02 7G R Q TWO WORKING DAYS BEFORE YOU DIG CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK DESIGNED BY DRAWN BY CHECKED BY Drawing No. o SCALE �R�I s 51��,/� M. DOTY R. SCHAUBERT J. TANNER RECOMMENDED BY: DATE: 7 CITY Q F T E M E LJ LA DEPARTMENT OF PUBLIC WORKS i coo TA HORIZONTAL � `� Contractor y rr �, Plans Prepared Under The Supervision Of O )Zltrn --. .- ACCEPTED BY: DATE: �� PRECISE GRADING PLAN SEE SHEET 1 1" = 20' W No-60132 Date: �► DEPUTY D I RECTOR OF PUBLIC WORKS Inspector Ems. ar3oio� TRACT 30lIB9, PHASE 1 � JOHN D. TANNER III RONALD J. PARKS w a HORIZONTAL CONTROL PLAN o Date Completed et ed VERTICAL '�t'j �!�'C�- Q�� 60132 fi-30-Ofi 19744 9-30-05 �fr�.�=:i-sea-: a p N/A OF �A`�E R.C.E. No. Expires R.C.E. No. Expires �,, 05/04 RBFZl_� ADDED LOTS 31-36 f LOTS ZZ TO 45 SHEET � OF /