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HomeMy WebLinkAboutTract Map 29798-9 Lot 1-12, 34-37, 70-76 Precise Grading GRADING NOTESP CIS RA IN P AN 34 1. ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE GRADING, EROSION & SEDIMENT SHEET 3 CONTROL ORDINANCE NO. 04-04, AND, IF APPLICABLE, TO THE STATE WATER RESOURCES CONTROL BOARD NPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. PHASE 3 35 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1X DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' AWAY FROM THE 29798=9,T NO. L�TS ����TOP OF GRADED SLOPES. FINISH GRADE SHALL SLOPE AWAY FROM ALL EXTERIOR WALLS AT NOT TRAC LESS THAN 1A" PER FOOT FOR A MINIMUM OF 3 FEET. 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1. UNDERGROUND STRUCTURES TRACT NO 29798, LOTS 1 =129 7Q-78 311 4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR STORM ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS FLOWS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED SLOPES OVER 3' IN AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR CALIFORNIA VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS TO DIRECT SURFACE RUNOFF AWAY APPROXIMATE LOCATION AND EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR CITY OF T 10 FROM THE TOP OF SLOPES. PROCEEDING WITH IMPROVEMENT PURSUANT THERETO AGREES TO ASSUME LIABILITY AND _ TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER, SOIL OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED; NOT ENGINEER OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY THAT ALL FILLS HAVE BEEN PROPERLY INDICATED ON THE PUBLIC RECORDS EXAMINED; LOCATED AT VARIANCE WITH THAT 37 PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1' DEEP. REPORTED OR SHOWN ON RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKEDUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S PUBLIC WORKS CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER OF THE UTILITIES OR STRUCTURES 12 DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH CONCERNED BEFORE STARTING WORK. THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. 40' 40 � 4111 a SHEET 2 9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 HOURS IN 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. PRIVATE ENGINEER'S NOTICE TO THE CONTRACTOR: 44 40 n * ,� 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR 44 45 s 6 7 s 10 00Q SOILS INVESTIGATION BY PACIFIC SOILS ENGINEERING INC. STRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH OF w 47 4 DATED SEPTEMBER 20, 2001. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO ► z 3 O SUBMITTED TO THE PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE i• w o Lnt � RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PLAN 1 '�' RM THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES `n co u7 PLAN 2 ''�""' wM we "'�"«I� �"�"'� RM W NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION in � r„w sae ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE OF AND ANY DAMAGE TO THESE LINES OR STRUCTURES. - APPROVED PRIOR TO BUILDING PERMIT CLEARANCE FOR EACH LOT. jfi, PUBLIC WORKS DEPARTMENT PHONE: (951) 694- 6411 NOTIFICATIONS .00 40' 1 � _ 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION AND SEDIMENT NOTE: THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES 2 40 CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY DURING THE GRADING PHASE. WORKING DAYS PRIOR TO STARTING CONSTRUCTION OF EXCAVATION: - JAWAR WA's 11. POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED TO, INSTALLING, WHERE CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS (951) 694-6411 APPLICABLE, GROUND COVER, TREES, SHRUBS OR A COMBINATION THEREOF IN ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. SLOPES OVER 4' IN VERTICAL UNDERGROUND SERVICE ALERT: 1(800) 227-2600 I� kk HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACK FLOW PREVENTION DEVICES PER TH E U.P.C. ;n PLAN 3 PLAN 4 ;n PLO '''�"�` no 12. FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND HAS BEEN CLEARED OF WEEDS, BASIS U-)OF BEARINGS ESR two 30 PUSM� DEBRIS, TOPSOIL AND OTHER DELETERIOUS MATERIAL. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM BEING SOUTHEASTERLY LINE OF LOT 9 AS SHOWN ON rl r 70 er NATURAL SOIL FOR FULL SUPPORT. A REGISTERED CIVIL ENGINEER, SOIL ENGINEER OR TRACT NO.29305-1 MB, 360/65-78 AS N 52'13'46"W I Q 75 74 73 ENGINEERING GEOLOGIST SHALL APPROVE PLACEMENT OF FILL. INDEX MAP 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES ARE BUILDING FOOTPRINTS l '° J r >� �. °0 1 "-60' INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING ANDOWNER 57 1 -60 DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING GRADING / D-EVELOPER: = i SCALE 1 30 OPERATIONS. D.R. HORTON/CON TINENTAL 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. 5927 PRIESTLY DR. -""#200 CA. 92008 15. STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE-TENTHS (1.5) 760-931-1980 EARTHWORK QU ESTIMATE SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTERED CIVIL ENGINEER, LEGEND SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL CUT FILL HEIGHT. SOILS ENGINEER EXCAVATION 1150 C.Y. " MIN, ABOVE PAD ELEV, Q PACIFIC SOILS ENGINEERING INC. EMBANKMENT 1150 C.Y. PA 50 FS FINISH SURFACE 16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF y �o BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE EEEVATION (WITH PACT CONVOY COURT SUBSIDENCE 5' TC TOP OF CURB �s� RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT 9 -Ig FL FLOW LINE ELEVATION GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE SAN DIEGO CA 92111 SHRINKAGE ��-1 P REDHAWK PKWY INV INVERT GIVEN. 858-560-1713 's �'0 0 IMPORT/EXPORT P 858-560-0380 FAX o TG TOP OF GRATE 17. EROSION AND SEDIMENT CONTROL; THE PERMITTEE SHALL ABIDE BY THE REQUIREMENTS OUTLINED TOTALS 1150 C.Y. 1150 C.Y. FOR REAR YARD SLOPES GREATER �Q WOLF VALLEY ROAD THAN 5 IN VERTICAL HEIGHT O �� 1234.0 SURFACE DRAIN IN THE CITY OF TEMECULA GRADING, EROSION AND SEDIMENT CONTROL ORDINANCE NO. 04-04 FL FLOW LINE ELEVATION THROUPERMIT GFORTTHE CONSTRUC ONNOF THE ACTIVITIES PROJECT, IF APPLICABLE.INCLUDING ADHERENCE TO THE STATE NPDES SECTUNA-A 7 F�ygNG NO SCALE �r� q pK GB GRADE BREAK 18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. NO y OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. HIGH POINT � WATER SERVICE LOT NUMBER 123 N ���Q• PAD ELEVATION-0.3 RAINBOW CANYON 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT A �-� ROAD SEWER SERVICE OF ANY CONSTRUCTION/GRADING. AREA DRAINr P� + STREET LIGHT 1258.4 MIN KZ- 15 MIN 1258.2 PAD ELEVATION 5 MIN. 5 MIN. VICINITY MAP,HIGH POINT = PAD x= L ��b FIRE HYDRANT 20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A PUBLIC DEEPENED FOOTING 0 - N X� MUDSILL RIGHT--OF-WAY. PER PLAN ELEVATION-0.2 MIN. A NO SCALE �-� RETAINING WALL 6` PAD=1258.9 FlNISH FLOOR ELEVATION PA MIN. IN MI 21. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT INI ABOVE PAD ELEVATION) N UPPER PAD TW TOP OF WALL FINISHED MUDSILL AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS FF=1259.48 INDICATES ENHANCED ELEVATION S MIN. SURFACE TF TOP OF FOOTING DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL _1 LOWER PAD BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. 5' MIN. 3A-R 5 �� �� �-- ESR PAD ELEVATION MIN. IN. PAD ELEVATION MIN. s"MIN. ° , 2:1 SLOPE 22. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA ODES NOT IMPLY OR PROVIDE ANY LENGTH OF DEEPENED 6� �ti��$ CIL AC 276 MIN. " PAD=1200.1 PAD ELEVATION CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF STATE OR FOOTING DF `� Z 21% MAX. fi MIN. FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE MODEL TYPE M � FF FINISH FLOOR CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE CLEARANCES GF=1258.98 PROPERTY LINE be R 2%MIN. MUDSI 5' MIN. PA GF GARAGE FLOOR FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. B B SECTION B-B SLOPE11 2:1 ARIES LL 3' MIN. 2' MIN ��-- TRACT BOUNDARY RETAINING WAIL, a�DF NO SCALE FINISHED SURFACE WHEN REQUIRED, O 12g�6 GARAGE FLOOR ELEVATION BY SEPARATE PERMIT r2 AREA DRAIN S79 a p , P/L D »-T- F� o� x cc MIN. LOPE VARIES z g� RIGHT-OF-WAY R - -1 21 MAX. • a SHEET INDEX. UNDERGROUND SERVICE ALERT SIDEWALK CURB SH. 1 TITLE SHEET AND INDEX MAP C:2 CALL: TOLL FREE UNDER SIDEWALK DRAIN TYPICAL 51DE YARD DRAINAGE 2196 MAX. MIN. SH. 2 PRECISE GRADING PLAN - SH. 3 PRECISE GRADING PLAN 1-800-227-2600 TYPICAL LOT NO SCALE RECTION C--C NO SCALE NO SCALE 0 LD05- 113GR TWO WORKING DAYS BEFORE YOU DIG LD05-021 "R CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK SCALE QRorESS,oti Hall & Foreman, Inc. RECOMMENDED BY: DATE: Drawing No. Engineering-Surveying-Planning-Landscape Architecture CITY OF TEM ECU LA DEPARTMENT OF PUBLIC WORKS 0 CONTRACTOR RIVERSIDE COUNTY 600-62--69 1970HORIZONTAL z W el 43513 Rldgo Par1c Dr1w T«rrecula, Co. 92590 BRASS DISC SET 1' EAST OF CONCRETE POST MARKER -" No. 16526 Z Phn. 951 676-6726 Fax. 951 699-oe96 ACCEPTED BY: DATE: 61Z PRECISE GRADING PLAN STAMPED 68 RESET, 2.9 MILES S.E. ALONG PALA ROAD AS SHOWN W EXP. 6-30-05 PREPARED RONALD J. PARKS INSPECTOR FROM POST OFFICE AT TEMECULA 29' N.E. OF THE # * DEPUTY DIRECTOR OF PUBLIC WORKS s' (`I y PHASE 3 PAVED ROAD 5' N.W. OF TEL. POLE NO. 6295, C.W.T. 3' vERnCAL s9 ��� TRACT 29798-9, LOTS 34-37 5.16.05 FWD 1 DD FRENCH DRAIN ON LOTS W2106 S.W. OF 36' CONCRETE STANDPIPE. ELEV. 1039.378 if of iCA`\�o�- FRED W. DOERGES DATE I9R9 DATE COMPLETED R.C.E. No. 165 EXP. DATE 6-30�--0 R.C.E. No. 19744 EXPIRES 9_f30fO5 TRACT 29798, LOTS 1- 129 70-76 SHT. 1 OF 3 12 35-37 SEE SHEET 3 J.N. 34003 340032401 02/28/05 PAD=10631 43 42 PAD=1063.3 45 44 PAD=1062.8 PAD=1063.5 ' PAD=1062.0 PAD=-10 6.J.3 �A r��1 os�-6 � .� - -- --. -- -- -- ---. -- --' .� ' 477146 _ - - - �- � � �" 24.27 28.42• 25.76• ` - - - - Lcr PAD-10 6 4.o �. -�" - 28.26 � � 24.E .56' 4 � 27. F'AD-=1064.2PAD-10 ��.0 1x52.55 3 5 rn �+ FL 1X MIN N,4 w 7 52.1139 51.19 19.28 ^ 2 1X 1X � �+ 1z � 38 1 1 N 1 x MIN n �, MIN HP � +� 21.38' I I - n 8 30.63 49.57 I -♦ S' 7 Hp - " o HP - ' ` HP H 4.4 FS 1x MIN N 28.99 23.16 N 10 1 n o FL K 1 w 1 I o FS a x A�1N o Ix Mw 1 1 � z H FS �+ N 1 Ido 7 FS HP 1X o H r I I F•S FS n 4 ,FL HP - 1 1 � ia! � PA�10a3.4 � n FS PAD=1063.9 FL c FL � PAD=1064.7 � - � FS 12 1 I F F.=1063.9a FL F F=1064.48 PAD:1 FL ® F.F.= o 1 1 m P PAD=1063. o FLP F.F. X4.2 • PAD=1064.5 1-65.28 0• N LAN 1 gR F.F.= 7 LAN 3B ® 1064.78 F. - *0 FL a Fs 1 1 a ® 1064.2a +t �. F•=1065.08 LAN 4B 'z f p FS N rn 6 30 TG ? 6 x PLAN •� R , _ o X1065.0 z 4. 1 1 GB PL TG _ ® 1 C PLAN •- F.F= FS _ AN 4CR � � � 2B 83.60 1 1065.58® � FL _� FL .- DF PLAN 1 ,� 4. .60 a TG Gg GB a TG PAD=1065.3 FL P�D=10aa Qi) GB k �- ® .0k '' F.F.=1065. 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INV �, JAGUAR _ -.----- s SEWER 1062.2 . x rc. - _ ., _ _ INV _ tV 4 a `�°� +' 62. 2• INV . "�' INV RIM 10 .17 C� t0 81. C4 V 62 V 14 + 150 - ♦ INV TC N rF - -+ 62 a 108 62. .11 + �•-r, . 5 INV r 'F� TC INV t,� INV 63.1 _WAY m .94 TC a�y 61.21 T a r IN 1 RIM=1063.0 - 5 -� W P� sS II 1 1061.22 0.80 r INV 0.99 +I IN INV �,�- - _ _ _ �- /•�f� •� �, INV rc .---- � --� p,GU • � II II \\ M TC NV o oo* II \\ r- N- a1.a INV p 8" SEWER RIM=1�3•fi$ II II \\ d 62.14 INV FH 1063, x I I I I \ t ^ FS 5.85 =39.05 17.26 2.39 oo = 50. 52.90 � � x_47• INV � 50.00 �� k � � •� �o FS � � n a2. L=17.81 k n N • w 1 C4 52. p' �a FS "1 FS FS 38 16.64' `•i ID 52.06 �' FS 1 I I I I \\ N itI-S632 A F5 4 � •- ��' ,� N FS 63.3 =1064-55 23 , , FS FS K IIFS Ah z 64.0FS ' G8 4R� _ F5 FS ® .1 TG _ AS DF © G13 __ pAp=1064.5 •. GB _-_�_ - ® 1065.08 7' .7 G8 TG TG GB TG _ PAD=1064.248� 5 II 5 T G8 F.F.=1064.78 �- PLAN 1 BR _ _. I __� PLAN 2CR �.414.1 PAD=1064.8 , I I ® FL • PAD=1063.9 FL F.F.=1065.38 PAD=1065.0 =106 .4 PAD=1063.6 F.F.= 1063.8 • PLAN 3AR F.F.=1065.58 9 F 1053.98 F.F.=1054.1 d 4 PLAN 1 A � 4 PLAN 1 CR PAD= �,:;�=�s.,3 11 PLAN 28R...- PLAN 3C FL I 9 •FL II -n 5 FS - z V-�� F•S 0' 20' 40" w' m' I I o, FLFL 64.2 53 II z FS '2iis 1 MIN 4 FL r °r° FS ? r HP z -FS - ; - SCALE: 1 " - 20' I I a F 6 - FL FS to W Cb 9b FS z vd FS o, z .: -i1 X MIN HPIn Iq & 1 X MIN n C4 H' , u+ 1 X FAIN ,3 .6 N 1 X MIN H~ HP H~ 1X MIN o cZn F a - HP HP HP I I - - - - - 1X MIN - r � - - ..� �. ..._ .� - - - - - - - - - - - - - - - - - - - - -x - I I 60.17 • So.o9• so.o9. 7 4 49.14' 7 3 7 2 So. 1• �1 70- 40.85• 6.43• ` - ~ - (�4 PVC SDR--35 DRAIN PIPE 5SI56 1 _ 57158 59160 (2)SIDEWALK UNDER DRAIN CURB PER DETAIL SHEET 3 PAD-1065. 7 F AL. 0EE.0 F-" D X066 PA[) 1066.6 1 P��D--1n6�.1 4 AREA DRAIN PAD t�56.8 PA[)-.: 1067.3 �� LD05- 113GR LD05-021GR IMXRGRC M SMAM ALERT DATE BY DATE ACC'D BENCHMARK ■■O� Drawin No. � ,�R�Essio� ��,� ,Hall & Foreman, Inc, RECOMMENDED BY: DATE: � � o DEpARi"MENT � �� vMORICs �o E • . CITY OF T p SEE SHEET N0. 1 M �4 !►� 43513 � PI � Twnwjl% C& SMO CALL TM FIH �' ,�n "� '� "�"�` �' °iA'E• Z PRECISE GRADING PLAN As st`�oWN �. �-� PREPARED B DEPUTY DIRECTOR aRECT� OF PUBLIC w�oRKs _ o,� PHASE 3 �rF � = TRACT 1 "- 10 70�-7fiTwo � BEFORE rouC %.%1 R.c.E.r�. ,as2e . a►,E -3o-a6 R.c.E. No.19744 acPIREs 9/3o/os SHT. 2 OF' 3 J.N. 34003 340032402 PHS2 02/28/05 TRACT BOUNDARY 1.5'+/- 12»+/_ 8" EXISTING 68 HIGH EXISTING FINISHED .90GEI 7, 6 11' O . . SURFACE PROJECT B 4' O 7.5 11' 0 19.36X 4' 0 7, 11' 4. O 7. GB 9 O o. 6a.6o FS 68' 0 2.44x .96 FS 69. 01.07x 70.40 FS 46• INV 52' o g►- 20 56 IN 00 INV 11. 0 22.642 • 71.55 7 F'S INV 63.77 69. F5 .53 -. 69-15 IN 3. O 1 INV ff N '• 77.16' 2:1 54.00 2:1 74.52' �6 7 � n 147.42• �• 1. � , r 108 10/ 1 2:1 4 PERFORATED PVC "� SDR-35 [RAIN PIPE TRENCH LIMITS - .. . . - - - - - - - - �. - - - - - - - - _... - ,- - - 1 x MIMI - -. - - ` 4.88 MATH 3/4 CRUSHED / 3, g1 NV ROCK CAPCULATED +I � WITH A FILTER FABRIC / ,�• N N O 'l °r� r. H 1x MIN TF � rwF FS PAD=1062.6 / 149' 0 1.00x 3.96 � � 1 GB g 6 7 • � �S•3 � HP 1x MM � � 24't N rC / ��, � Q PLAN 3A � A&FR E N C H DRAIN DETAIL / ,� 0 PAD=1067.3 NOT TO SCALE 35 414.2 ,* FLFL r4 UM F.F.=1067.88 �� 4 / HP - FL H `4 1NV / 4• Q FS - MIH 1 ISAB FS*- 4 ?�,t N• 34 FS �� N N ' �- / , Fs PLAN 3B FS S 4.66 / fid► \'�,�, RL �. PAD=1065.0 ® �► 0 18 1 NV p krt F.F.=1065.58 9 12 1x MIN 97.50' 1065.10 OC k• bt PLAN 1 B FL 64 .'� GB = 1# MIN TC W I RIM=1065.36 / FS �'��g z PAD 1065.3 �.. d' -- F.F.=1065.88 '� � � FL 1 NV Q 12 Q Qr°f .eo GB 7 a. m F63. 4 GB 30 INV 5' n FS FS 18 w f' 4. 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" �;pyER PLASTIC NT MATERIAL 4 PVC "QUICK JOIN OR EQUIVALENT CONSTRUC ° n LOT LINE �TIQ��� ELEV. PER PLAN � . (D4* PVC SDR-35 DRAIN PIPE - 4 P ° END FRENCH DRAIN N Q)SIDEWALK UNDER DRAIN THROUGH CURB PER DETAIL SHEET 3 I R• LA ,3»x4" 4"x4"x4" o- A (3)4r AREA DRAIN Ct1� 3" MIN. PVC REDUCER 9 * r r (3)40 PERFORATED PVC SDR--35 DRAIN PIPE PER FRENCH DRAIN DETAIL HEREON (SCHEDULE 40) 9 6 2 MIIN. D TYPICAL PLAN tZ) 40 CONNECT TO EXIST. 4" PERFORATED PVC WALL DRAIN ELEVATION SECTION B-B o• so' • so' two NOT To SCALE NO SCALE PRIVATE DRAIN THROUGH CURB DETAIL SCALE: 1" = 20' W SCALE & LD05- 113GR LD05-021GR tMMKUKUUM SONM ALERT DATE BY DATE ACC'D BENCHMARK ■W or r Dmwi No. � QRa�Essio� r ar ,Hall & Foreman, Inc. ��yDED �: �,�: Engineering.Surv�#V.PlarmMg-I� CITY OF T DEP OF Pueuc WORKS SEE SHEET No. 1 � �,� �,3 � � Temenhk � �.. CALL T�Ot.L FREE HDRIZONT1� '`" h NO. 1052 �� `'' '5""-°°'� ACCEPTED BY: DATE:, PRECISE GRADING P AS SHOWN W UP. 6-� � PREPARED BY: RONALD J. PARKS - - - t DEPUTY DIRECTOR OF PUBLIC WORKS PHASE 3 VERYM 5.16.05 RM ADD FRENCH DRAIN ON LOTS 12 ���` '� Ian w. TRACT No. 29798, LOTS 11 &12 TYMO DA 35-37 ° R.C.E.No. 16526 EXP. DATE 6-30-05 R.C.E. No.19744 EXPIRES 9/30/05 TRACT 29798 99 34-37 s SHT• 3 OF 3 J.N. 34003 340032403 PHS3 02/28/05