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HomeMy WebLinkAboutTract Map 29798 Lot 17-33,45-49 Precise Grading " MIN, ABOVE PAD ELEV, MUDSILL 5' MIN. PA OUND OFT GRADING NOTESP C1 RA IN P AN PAL MIN..--.2' MIN FINISHED SURFACE 1. ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE GRADING, EROSION do SEDIMENT CONTROL ORDINANCE NO. 04-04, AND, IF APPLICABLE, TO THE STATE WATER A RESOURCES CONTROL BOARD NPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. TRACT NO . 29798 LOTS 17-33 & 45 49 D a -F P r fi MIN. 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1 X. DRAINAGE FOR RE�►R YARD SLOPES GREATER -�- 2:1�A ES Ham+ POINT = PAD N I► SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' THAN 5 IN VERTICAL HEIGHT ELEVATION-0.2 VIN. A AWAY FROM THE TOP OF GRADED SLOPES. FINISH GRADE SHALL SLOPE AWAY FROM ALLPHA P� EXTERIOR WALLS AT NOT LESS THAN 14" PER FOOT FOR A MINIMUM OF 3 FEET. SECTION A-A 2X MIN. " �} o NO SCALE 21% MAX. MIN. 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1. CITYOF TEMECULA CA LIF RNIA 5 5' 4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR �E�'� MIN. PAD ELEVATION MIN. MIN. PAD ELEVATION STORM FLOWS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED SLOPES 40, NO SCALE C --�C OVER 3' IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS TO DIRECT EARTHWORK QUANTITY ESTIMATE 40' 40 40 PA SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. 5 MIN. 5' MIN. MUDSILL 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER, CUT FILL 71 IN_ MIN e B 5 -IT SOIL ENGINEER OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY THAT ALL FILLS HAVE BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL EXCAVATION 1100 C.Y. UPPER PAD FILLS OVER 1' DEEP. EMBANKMENT 1100 C.Y. - . . F FINISHED MUDSILL 6 MIN. SURFACE SUBSIDENCE o LOWER PAD ,�.�,r PA 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S PUBLIC WORKS PLAN4 ,n In PLAN3 PLAN 1 `n 0 ' DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN SHRINKAGE In ,� Irj 8"MIN. R/W T co ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING In PLAN 2 2X MIN. PERMIT. CERTIFICATION SHALL BE TO UNE, GRADE, ELEVATION AND LOCATION OF CUT / IMPORT/EXPORT 217E MAX. 6"MIN. ► FILL SLOPES. TOTALS 1100 C.Y. 1100 C.Y. _j X MIN. A G 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. SECTION B-B SLOPE VARIES 21 X MAX. TYPICAL.,2:1 MAX. No scALESIDE YARD DR 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE BUILDING FOOTPRINTS NO SCALE PRELIMINARY SOILS INVESTIGATION BY PACIFIC SOILS ENGINEERING INC. » DATED SEPTEMBER 20, 2001. TWO SETS OF THE FINAL COMPACTION REPORT SHAL BE SCALE 1 = 30 SUBMITTED TO THE PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. HIGH POINT LOT NUMBER 1 23 Q- PAD ELEVATION-0.3 9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 HOURS IN SHEET 2 IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION 27 AREA DRAIN ix MIN MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE FOR EACH LOT. 1 .4 NL 10' MIN 1258• PAD ELEVATION 4 25 DEEPENED FOOTING FL PUBLIC WORKS DEPARTMENT PHONE: (951) 694- 6411 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIlI PER PLAN •e. 23 ESR PAD=1258.9 FINISH FLOOR ELEVATION 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION AND 21 22 .58 ABOVE PAD ELEVATION) SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY DURING 19 20 PLAN 3dt FF=1259.48 INDICATES ENHANCED ELEVATION THE GRADING PHASE. 18 no 48 *ruw 2C 5' MIN. 3 A-R � 11. POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED TO, INSTALLING, WHERE 17 iat 20 INDICATES ENHANCED ELEVATION APPLICABLE, GROUND COVER, TREES, SHRUBS OR A COMBINATION THEREOF IN � 40tg�$ AREA DRAIN ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. SLOPES ,/III 3A LENGTH OF DEEPENED N OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACK 30 � 40t FOOTING (D.F.) MODEL TYPE FLOW PREVENTION DEVICES PER THE U.P.C. P� � 3C pwl 1A GF=1258.98, PROPERTY UNE 12. FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND HAS BEEN CLEARED OF 6 WEEDS, DEBRIS, TOPSOIL AND OTHER DELETERIOUS MATERIAL. IF STEEP SLOPING TERRAIN RETAINING WALL' �O� 1 57 GARAGE FLOOR ELEVATION OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN MUST BE CLEARED, KEYED, WHEN REQUIRED, 6 AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. A REGISTERED CIVIL BY SEPARATE PERMIT ENGINEER, SOIL ENGINEER OR ENGINEERING GEOLOGIST SHALL APPROVE PLACEMENT OF 7 FILL. CO 1 RIGHT-OF-WAY 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING MALLARD - � ^ SIDEWALK AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING _ - !� - - "E ET CURB GRADING OPERATIONS. _ �--- - -� WAY UNDER SIDEWALK DRAINa� 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. �r m 15%04s o I TYPICAL LOT � 15. STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND Z >_ N.T.S. LEGEND FIVE-TENTHS (1.5) SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A Q REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND w w �:: FS FINISH SURFACE � I FILL SLOPES OVER 30 IN VERTICAL HEIGHT. ESL* TC TOP OF CURB 16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION * X 20 ESR FL FLOW LINE ELEVATION OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE � *plw INV INVERT ELEVATION WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH INDEX MAP. PRIVATE ENGINEER'S NOTICE TO THE CONTRACTOR: RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED THE ACTUAL DISTANCE ABOVE TG TOP OF GRATE THE ADJACENT GROUND SHALL BE GIVEN. ' '"'40 51 ' THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR 1234.0 SURFACE DRAIN QR) STRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH OF 17. EROSION AND SEDIMENT CONTROL; THE PERMITTEE SHALL ABIDE BY THE REQUIREMENTS 28 AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO FL FLOW LINE ELEVATION OUTLINED IN THE CITY OF TEMECULA GRADING, EROSION AND SEDIMENT CONTROL ► EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE GB GRADE BREAK ORDINANCE N0. 04-04 THROUGHOUT THE DURATION OF THE PROJECT, INCLUDINGQ�� � 30 CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO ADHERENCE TO THE STATE NPDES PERMIT FOR CONSTRUCTION ACTIVITIES, IF APPLICABLE. PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES WATER SERVICE �P ' 47 NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION 18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. y 0 52 OF AND ANY DAMAGE TO THESE LINES OR STRUCTURES. SEWER SERVICE NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. mss' �9 + STREET LIGHT -1• REDHAWK PKWY 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO * w FIRE HYDRANT COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 's Sip. ' vp p 3 P NOTIFICATIONS RETAINING WALL 20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A OSP WOLF VALLEY ROAD TW TOP OF WALL PUBLIC RIGHT-OF-WAY. NV SITE NOTE: THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES 2 L '°ECH 53 W WORKING DAYS PRIOR TO STARTING CONSTRUCTION OF EXCAVATION: TF TOP OF FOOTING 21. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE rr gNCq pk TR. 293os-� � � ' W CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS 951 694-6411 • APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ( ) 2.1 SLOPE ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE .�, APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER �'� RAINBOW CANYON 3 UNDERGROUND SERVICE ALERT: 1(800) 227-2600 PAD=1200.1 PAD ELEVATION FOR REVIEW AND APPROVAL ROAD ' FF FINISH FLOOR 45 14C 22. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE W GF GARAGE FLOOR ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF VICINITY MAP UNDERGROUND STRUCTURES ESR ENHANCED ELEVATION STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE N 0 SCALE * ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS * ENHANCED ELEVATION CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR TRACT BOUNDARY CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. 33 APPROXIMATE LOCATION AND EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR � DEEPENED FOOTING I PROCEEDING WITH IMPROVEMENT PURSUANT THERETO AGREES TO ASSUME LIABILITY AND UNDERGROUND SERVICE ALERTSOILS ENGINEER OWNER /DEVELOPER• BASIS OFBEARI N TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED; NOT SHEET INDEX: D.R. NORTON CONTINENTAL BEING SOUTHEASTERLY UNE OF LOT 9 AS SHOWN ON 44 INDICATED ON THE PUBLIC RECORDS EXAMINED; LOCATED AT VARIANCE WITH THAT a PACIFIC SOILS ENGINEERING INC. / # REPORTED OR SHOWN ON RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE SH. 1 TITLE SHEET AND INDEX MAP CALL TML FREE 7715 CONVOY COURT 5927 PRIESTLY DR. X200 TRACT NO.29305-1 MB, 360/65-78 AS 52'13 4fi W Cr DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND SH. 2 PRECISE GRADING PLAN CARLSBAD. CA. 92008 I 34 ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE �_800_227_2gpp SAN DIEGO CA 92111 7fi0-931-1980 CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER OF THE UTILITIES OR STRUCTURES SH. 3 PRECISE GRADING PLAN 858-550-1713 CONCERNED BEFORE STARTING WORK. & LD05-111GR 858-560-0380 FAX TWO WORKING DAYS BEFORE YOU DIG LD04-293GR CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK SCALE QRpFES% Hall & Foreman, Inc. RECOMMENDED BY: DATE: Drawing No. Engineering.Surveying•Planning•Landscape Architecture CITY OF TDEPARTMENT OF PUBLIC WORKS 0 �v4 CONTRACTOR RIVERSIDE COUNTY 600-62-69 1970 HORIZONTAL � v 43513 Ridge Paris Drtw Twmnds. Co. 9nW BRASS DISC SET 1' EAST OF CONCRETE POST MARKER n No. 16526 ^"'• 951 sus-arms Fox. �s' a�-a ACCEPTED BY: v DATE.. 4!1�� STAMPED 68 RESET, 2.9 MILES S.E. ALONG PALA ROAD AS SHOWN w EV. s-� PR PARED Y: RONALD J. PARKS _ PRECISE GRADING PLAN INSPECTOR FROM POST OFFICE AT TEMECULA 29' N.E. of THE � °� `� � � � DEPUTY DIRECTOR of PUBLIC WORKS � �, 29798 PH. 1 , LOTS 17-33 & 45-49 PAVED ROAD 5 N.W. OF TEL POLE NO. 6295, C.W.T. 3 5.15.05 FWD 1 DD FRENCH DRAIN ON LOTS ,3fo S.W. OF 36' CONCRETE STANDPIPE. ELEV. 1039.378 vERnCAL '�� ��, �F FRED W. DOERGE DATE: 1989 TI TLE SH EET DATE COMPLETED CAS R.C.E. No. 16 G EXP. DATE a-3O- R.C.E. No. 19744 EXPIRES 9/30/O5 SHT. 1 OF 3 17-27 SEE SHEET 2 J.N. 34003 340032401 1/18/05 z ? z RETAINING WALLS BY - z - ? z - - - - z RETAINING WALLS BY z ? z z o O SEPARATE PERMIT Go 00m m co M SEPARATE PERMIT co co > z N �,� z �`� z z z c0 z 1: OD OD - 1. O � 00 N n - n o � n � - n n o 7 T- n n - O � r- 0 n - o n n 0 - r OD n � n 0 � "` ►'� n n 0 7 rn n _z C6 z m av z oa z o 60 ,n z m � z z n � � 0 � z � � � z9Z m � z M o � z � z n n z � M z 'z 'n _z _ Q� - r: O N L� O l� ^ �. c0 cV 8LL- n M � U. C7 ^ - ui � ^ n V5 (A ^ - C5 c0 N cn ^ 0 .- cn ^ '_ N ^ - C7 N N N 0 mi (n ri - � m � 0 7 N 0 0 0 � M 0 0 0 0 0 0 co 0 0 0 M 8 0 0 0 M O O �" t0°a N O �` � n 0 0 `` `` c°°a n 0 O L` M O " O L` m 0 z O co co m O _ N O _ rn t d `D ® o 0 0 co O O w N n O m O M O o ''� m W O • CO OD r cV C4 OD OD (V cV • OD N N " - .- N a0 " N .. N c 4 N - O cV n n " ai O N O04 cV " t " - O O co. cp " N iv .iV N N iv �i •O aD M M O M M O to �- N O co n .- N co O N co co d N Os N .� co �? � N V O - N d n n N '� aD r. .- O N N N �n 1. i. N M N _ ',� M Z N n 1 n � co co co n I- aD OD a! O n N n N aD O n N O n n N n n n n d n n n n c0 n O O OD n O aD O OrD °D O CD aD O O f• 'n o a Ir- n n n n n n n n T n n aD o rn o 0 0 OMD p N N M N M 50.00' 50.0 ' 50. 0' 50.00 1 9 50.00' 50.00 .00 50.00 50.00 50.00' 49.07 "? 21 � 2:1 22 23 COm 21 x1 n .....- . Lj: .. .. 3 O 1 X MIN2 4 .-. •4 ,� cD 1 X MIN °p OD 1 X MIN +I 1 X MIN � 1 73. 0 074. � 1 X MIN25 O in � co 1 X MIN 1 X MIN W 1 X MIN 2 7 cp 1 X MIN �: " co M N Nf � 1074.00 TF r- 1 X MIN no ^ to _ \1%9.0 0 "' 069. no O K " 107 70 4 O 07 +� on 1 7 o +I K co 1076 68.211069.7 " N� N_ K 68.5 in .. 1 8.8 0 � • _ N wn H .- bt n N 'n H in r- rn Nf - NRF 68.2 N� r- M M m H N H 0.1 H ' Ni 72.05 fia- 68.5 74.21 Nf N FS n10! L 67.51 68.40 C WLJ I 14 IN 66.97 0.1 67.77 68.04GB V \1P INV 0.0 I V INV INV 1 69,48 84' O 1.00% 15 PLAN 2C INV 0 57.22 0.1 .1 10 1 � INV 1 * PAD=1076.6 0.1 IN 0'1 0 � � 82 O 1.00X 1 75 O 1.00X 74' O 1.00X 77' 78' O 1 1 78 O 1.00X 1 8 O 1.00X Q 55 0 Q.2 1 FF=1077.18 � . 1 z O 1.00% 77 O 1.00% .00% '4.51Q x K 1 PLAN 1 A 1 1 1 PLAN 4BR PLAN 1 CR PLAN 2B 1 84' O 1.00% *PLAN 3CR GBI s PAD=1071.0 PAD=1072 3 PAD=1073.5 ,3 PAD=1075.8 50 81 O 1.00X 5° PLAN 3C 55 '� PAD=1 os9.1 LAN 3B PLAN 4CR � PLAN 3A �=1 7 FF=1 o72.s8 � S FF=1074.08 �9> - 1 49 PAD=1069.3 PAD=1069.6PAD=1070.0 55 55 0 1.58 ,p PLAN 4B 5 FF=1076.38 PAD=1068.8 FF=1069.fi8 56 �8> z _z 74.7 in o v 3 PAD=1074.8 74.20 INV FF=1069.38 4Q z =1 69.88 55 Z FF=1070.18 4 z FF=1070.58 Z z 67.90 INV 0.5 90 M 38 71.30 T 5 z - � z 75.00 INV 3 6110 0 3 3 z Z INV IM 70.30 INV40 T _ FF=1075.38 3 -- 6.47 INV fifi.82 INV 67.02 INV x bt 2 `O aK 7.54 INV k x K 3 3 aK '- � 6770 TG �- 3 r- - 68.98 INV 3 3 71.90 INV 73.71 INV 67.20 INV 67.50 INV 67.70 INV 68.00 INV 368.40 1 69.40 3 INV 0.6 7 71.53 INV 74.00 INV 3 CO 4. 68.2 GF=1069.18FS 67.27 INV 68.50 JG 0b FS .5 3 G = G Q•5 73.20 INV F= 6' 0 ,7 S F GF=1068.88 7 GF=1069.38 0.5 GF-1069.68 6 = GF=1071.08 6 J.r6 0 6 =1 74. 8 F DF GF=1076.68 D�f3 � 0. 0.8 .-. k ,_;aD �t K 0.8 7 K 0.6 ►? .� as Cb •'00 C1 a, N M 1 1 a, z . •� 1 �. 1 14 7 .1 k. cv 40cF 4 �` '�G' � 1 FG a " n / 26.66' �' F 50.00 rem "' 6 � � N � � L=4.,3210 � 1 -!► � r 113 RETAINING WALL BY 0. = 1w SEPARATE PERMIT 7 .74 =20. 916 FS 2, FS FS FS F F / FS INV I ffv INV N I INV I Ibly INV INV ."Im LO �� ,• 2 6.60 TC + o 67.10 TC 7.12 TC n c� T- 67.62 TC 7.64 TC n 3r v ° 9.08 TC n 66.10 FLv 2 + 0 2 + © 2 + � 2 4 + � 0 69.00 TC o _� I�_ aD oI to„ _ 2 +" 2 +" 2 a+o n 1071.4 1071:60 TC N 1074.08 TC �r an co `°I t Oo n I n L 2 1072.83 TC LC-4 co I r, N IA M N $ SE WER N c O N I�� �` I cD 1 .58 / -m °D -1: J - - - < ^ t cv r 1073.77 T �� JQ TW to U to I v -�-co ao _ _ _ _ �- i N 1072.83 TC 1073.2 76 TF co co cnit� m m y to m 0 in v o o so n n m - 2 a, I MALLARD WAY � p ��- ' 8 WATER � _ 1074.54 TC o RIM=1070.39 1072. TC . �--- I RIM=1074.53 , 1074.65 1077.31 TW W 1073.3 T TC 1074.63 TF o � c� FL 11. I 073.5 T 1074.14 TC (� Q 124.47' 87.51' 2 3 . .0 • j �� A 1071,51 TW FH 3 --j p 4 ,� � 1068.84 TF 2 N 6' SIDEWALK 6• 78.51 TW 9 1 4S 3 , 2 74.49 TF / FL OF PIPE 1/20 6" INSTALL REMOVABLE 6 4 4*3 ABOVE GUTTER PLUG 3� END FRENCH FLOWLINE INV. B -2 » O 072.17 73,4 RETAINING WALL BY x SEPARATE PERMIT TRACT BOUNDARY DRAIN " � ELEV. PER PLAN 4 PVC - � t 883• ' 1.5'+ - N � , 068.1 3 1077.31 TW / LOT LINE FS » EXISTING3 ' �' 73.80 4• 1074.63 TF Q 12 +/- 8 6 HIGH CONC. BLOCK WALL INV. ELEV. 40x4"x40 N fir-� r� PER PLAN 3"x4" TEE -a `J cv Q EXISTING CURB AND 3" MIN. PVC REDUCER FINISHED I GUTTER ea J z z SURFACE (SCHEDULE 40) 3 �0 2 74.8 1 TRACT EL.EVAl10N Oki z ,1072.1 1 . BOUNDARY NO SCALE 2� 1068.1 7 - T 2.1 �QZ 0 CURB OUTLET ��q� P IIyV 3 6 3 EXIST 6 HIGH �q 74 •, :;:: CONCRETE :ir. Pqd N 2q 2 .8 S�►-Q :•. : . • BLOCK WALL "� a 107 R � .� l 1 z •;;- ~ ` » I N STALL POLYETHYLENE N 1075 98 2 x � 1 MIN. E'�'��'�- •. ;. _ COVER /1w0uJIL;K PLASTIC .,JOINT MATERIAL �%� . JOINT' OR EQUIVALENT v, 10 ,17 ci •. •. �y 1.0 +/-- ,�• 15 5 9 p lNV •- l EXIST. RET. WALL 1067.50 T p�N 4 AOa 107 CR 19, 2:1 M 7 • `1°7s.8 l 4" PERFORATED PVC _ [� LOT LINE 4,8 '� 6 SDR-35 QRAIN PIPE TRENCH LIMITS _ g" 6" 2" MIN. 1 g, Tyy � F WITH 3 4 CRUSHED o 29 N S ROCK NCAPCULATED o 67 50 TF WITH A FILTER FABRIC END FRENCH DRAIN ni SECTION0=11 40' 1 10 .610 1N PRIVATE DR&I IIAROUGR CURB DEMIL %11050 NO SCALE °' 8 / 1 TYPICAL PLAN 12 . ^ . D FRENCH DRAIN DETAIL69 FL NOT TO SCALE / NOT TO SCALE 64.08, ST�U CTI O N NOTES S SE ,5 . S . r » 1069.6 HT ()4 PVC SDR-35 DRAIN PIPE (2)SIDEWALK UNDER DRAIN THROUGH CURB PER DETAIL SHEET 2 (D4" AREA DRAIN ®4» PERFORATED PVC SDR-35 DRAIN PIPE PER FRENCH DRAIN DETAIL HEREON EXIST. 4" PERFORATED PVC WALL DRAIN 20' 0 20' 40' 60' 1 (S)CONNECT TO EXIST. 4" PERFORATED PVC WALL DRAIN � LD 05- 111 GR LD 04-293GR UNWRGR� M SERVICE ALERT DATE BY DATE ACC'D BENCHMARK SCALL Qa0�Essro P77 Hall & Foreman, Inc. RECOMMENDED BY: DATE: -'�i�� Drawing No. SEE SHEET NO. 1 �� Engineering-Surveying-Planning.Landscape Architecture CITY OF T DEPARTMENT OF PUBLIC WORKS o HORIZONTAL �� �Z 43513 Ride Park Drlw Tuneows, Ca. 52M CALL TVLL W � �= Phn. '51 675-6725 Fax. 151 M-MG MO. ,as2� = ACCEPTED BY. DATE. PRECISE GRADING PLAN �-800--227-2600 AS SHOWN EXP. 6-3o-os PREPARED BY: RONALD J. PARKS - sr `t �-�/_� DEPUTY DIRECTOR OF PUBLIC WORKS � TRACT No. 2 PH. 1 ��f of v t xio�+ E W. DOERGES DATE: - TWO WORKING DAYS BEFORE YOU DIG .16.05 FWD ADD FRENCH DRAIN ON LOTS 17--27 G 3 a ��� R.C.E.No. 16526 EXP. DATE 6-3o-o5 R.C.E. No.19744 EXPIRES 9/30/05 1969 LOTS 17-29 SHT. 2 of 3 J.N. 34003 340032402 PHS1 01/11/05 5453 5251 64.58' 52.00' 52.00' 52.00' 56.87 ._ 45 46 47 48 200 49 1% MIN Z 1 1% MIN 1 X MIN 68.8 -H 1 X MIN C%, 1071.4 n 1 68.3 '� O6 .6 068.8 - FS 18�4 n 1 X MIN - N 1 .5 I N �o 1 N N N N 069.1 ,n I 7 t rn 4 3 68. 68.4 N 68.8 N I N 1 9.1 N 9.7A 71.7 ER 71.7FS y \ Q 441 8.9 0.1 ., I �► z 16ig.4 69.4 z z 7,.0 71.1 1 8.8 0• 0• 69.7 I \ 1 � o.o PLAN 1 CR s I� x 1 = I, ' PLAN 2CR PLAN 4A t PAD ,os9., f PLAN 3BR PAD=1068.9 FF=1069.68 PLAN 2BR w 10 FFF=1 72.28 + �• o FF=1069.48 z_ 4 o v D1 O 5 072.28 y 1 PAD=1069.4 I D r4 7 3 t o � � o � FF=1069.98 0.1 ff-7 T t o 1 i w- 3 3 68. TG 3 68.70 IN I'^ 1 3 IN 0.4 69 2 0. 0 IN 0.60 T ,� 3 67.7 TG 68. T 3 69.2 I 71.7 0.1 INV K + y 68.9 INV GF=1069.1 6 INV 3 Zr • TG 0.7 .4 � .4 69.0 0.6 GF=1071.78 71.7 �► �n 8.7 0.6 K 67. f GF=1068.98 �o GF=1089. .4 GF=1069.88 I n 1 \ 1 x ss.2682 av FS d8.00 T 69.0 K 8.6 I 70.5 1 vo, o .. .5 INV o 68.2 -�► a ra I L N `-FS ..`V 1 1 it °' 1 �i N �� 1bt 68.2 i� 1 68.6 N I `O 1 .�• y Q o bt' tiN I 5751.87' S2. 52.00 . . Q G� �► 2 2AFS 2 2 ---- Pilo ,ri o 1066.78 TC • 0 1066.95 TC to 1067.19 TC °D I° 1087.45 TC 2 -47 TC . 0 1067.83 T ''- � 1069.39 TC 2 �I�. ,066.90 T N 0:4!16 N QD o 1068.89 FL - 1066.28 FL Cb N 1066.40 FL 1066.45 FL ,r 1066.69 FL , (6 1066.95 FL .97 FL m 1067.33 FLCb -1066.84 TC WAY 8" SEWER I _ r 1066.34 HUM 114GBIRu I-m.66EL imm _ d 1067.37 106710 TC 1067.37 TC RIM=1067.92 1066.23 TC SI� 1066.88 TC � � 1067.12 TC g � V066 87 FL $ 0 1067. TC 11co 1oss.soFL w_1065.73 FL 'iIp 2 1066.36 FL 1066.62 FL m t N I t /1067.18FL 8" WATER 2 + N2 2 2 FS I FS FS I �$. �G 50.00' N k 50.00 1 50.0055.00 .40 TW .4 1 04 1067.40 K "v bt FG 8.1 co 68.4 � 1 N In at04 1 VL 67.9 ni ��` 1 "ty "� 68.5 `~ 68.1 �► K 3 ao 0 69.0 8.4 D 68.5 *A a TW F=1 068.88 .9 GF=1069.38 _ - 1067. TF 3 0.9 68.5 GF=1069.18 006 < g> g 8.7 F 0. DF 67.9 0.6 3 F 8 TG 3 D 69.0 3 7.7 TG 67.5 NV TG 67.7 INV TG SEE SHT 2 67. IN 68. INV 1075.4 7 'TG 7.50 INVTG 7.20 IN 3 .5 7.70 INV 8.00 1 2' ft PLAN 3C ' PLAN 1 A So '� PLAN 3A to <i5> PAD=1068.8 o.2 PAD=1069.1 *PLAN 4BR 5 PAD=1x69.6 N FF=1069.38 DF FF=1069.68 0.6 PAD=1069.3 FF=1070.18 29 FS •5 DF FF=1069.88 _1 74 TW •F 89.1 � 1 DF 69. F 69.5 D 1057.40 TF D1 D1 Q .1 D.1 0.1 68.7 N .7 69.5 wl ft 68.7 K r- FL .7 i[1 bt �` i N 106 . t- N 8. Ft 069. c'41 FL 9. •7 SEE SHT 2 11 ix MIN 1076.4 ix IN 1X MIN 1X MIN 1 Q74.74 TW 1068.07 TF 7 1 TW 1. TW 7 .74 TW 7 7 TW "two TW 1068.07 TF 106 . 1068.07 1068.74 TF TF .74 TW 1068.07 2:1 06 .74 TF RETAINING ALLS BY 3433 50.02 SEPARA PERMIT 2:1 50.01 32 50.01 31 55.02 30 28 .t� . or \35+19-16 1 CONSTRUCTION M 20' 0 209 40' 60• (])4* PVC SDR-35 DRAIN PIPE (2)SIDEWALK UNDER DRAIN CURB PER DETAIL SHEET 1 (3)4* AREA DRAIN ® LD05- 1 11 GR LD04-293GR UNMERGROLl1�ID SERVICE ALERT DATE BY DATE ACC'D BENCHMARK SCALE QRo�ESS/o no ° ,Hall & Foreman, Inc. - DATE: - RECOMMENDED BY. Drawing No. SEE SHEET NO. 1 ��° � Engineering-Surveying•Planning.Landscape Architecture CITY a TEMECULA DEPARTMENT OF PUBLIC WORKS Go HOMONTAL �<v �0 43513 Midge Mc OrM Tan ad k Com. 92NO MI � h rim. 9 1 i7i-4M Fa c. $51 AN-003i � • �- �2a "�� D �•RONALDJ. °iA�• PRECISE GRADING PLAN 1-11800-227-2600ASSHOWN * EXP- 6-30-05 # PARKS %3 PREPARED BY: DEP DIRECTOR OF PUBLIC WORKS �� 1%6 TRACT No. 29798, PH. 1 'u �rF p FRE . DoE ES DATE: TWO WORKING DAYS BEFORE YOU DIG of CA0 R.C.E.M. 1026 EXP. DATE 6--30--M R.C.E. No.197" EXPIRES 9/30/05 1"9 LOTS 30-33 & 45-49 SHT. 3 of 3 J.N. 34003 340032403 PHS1 01/11/05