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HomeMy WebLinkAboutTract Map 3883 Lot 227 Precise Grading PRECISE GRADING OWNER ENGINEER TRACT MAP 3,683 - LOT 227 CHARLES LEONARD TRUITT LIVING TRUST V5L ENGINEERING GJ GARDNER HOMES CONTACT: RICHARD VALDEZ 4U649 AVENIDA CENTENARIO SITE LOCATION 41667 IVY STREET, SUITE A 31805 TEMECULA PARKWAY, #129 QQO o MURRIETA, CA 92562 TEMECULA CA 92592 TEL: 951 -296-3930 r7Y OF TEMECULA, ic')' CALIFORNIA CENTENIARIO ®� DA - a LEGAL DESCRIPTION �� AVENIDA LOT 227, OF ,� MAP 83 AS ON A MAP BOOK 63, PAGES CT HRU 3b, RE CORDS OF SHOWN RIVERSIDE COUNTY,DCIALIFORN AL MAP BOOK, - ESTRADA ASSESSOR'S PARCEL NUMBER „ — C ALLE PINA -ts1-ao29t9AVENi A COLADA s � A B RCA R TOPOGRAPHY TOPOGRAPHY PROVIDED BY PROFESSIONAL LAND SURVEYING, INC, FLOWN FEBRUARY 2015. 9 , STATISTICAL INFORMATION w ` `. / , � 161 D 02&27 o R' D' �,, 1 . ,; ' TOTAL ACREAGE: 0.86 AC GROSS, 0.62 AC NET � � L- 17 32) DISTURBED ACREAGE: 0.39 AC x N.T.S. PROPOSED BUILDING SQUARE FOOTAGE: 4,807 SF (18% LOT COVERAGE) _1y V_ It oft.10AC-11 EARTHWORK QUANTITIES: + " - �� FILL: 805 C.Y. CUT: 1 122 C,Y. i ., -� i - „_, 1 ".,. .,,rte i. - ..- Y .L ' 3 E NOTICE TO CONTRACTOR EXPORT: 317 C.Y. SAFETY RESPONSIBILITY: CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND NOTE: y'R48;J i COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE �� LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, THE PROPERTY OWNERJENGINEER/CON TRACTOR SHALL ADHERE TO THE CITY OF TEMECULA'S �' INDEMNIFY AND HOLD THE OWNER, THE COUNTY OF RIVERSIDE AND THE ENGINEER STANDARD NOTES AS SPECIFIED IN APPENDICES D, E, F, AND G OF THE "ENGINEERING do HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH CONSTRUCTION MANUAL" (IE, SECTION 6-2} IN ACCORDANCE TO CHAPTER 18.06 OF THE �` _ r /411 THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING "CONSTRUCTION GRADING AND ENCROACHMENT" ORDINANCE NO. 13-01, COPIES OF THE 1 � R 1 THE SOLE NEGLIGENCE OF THE OWNER, THE COUNTY OF RIVERSIDE OR THE FROM NOTES SHALL BE AVAILABLE ONSITE AT ALL TIMES DURING THE CONSTRUCTION OF THE m- ENGINEER, �, v �r PROJECT. a j '" f (N, . EXISTING UNDERGROUND STRUCTURES: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS, OR STRUCTURES SHOWN ON THESE PLANS gp°0000 f �° ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR BURROWNING OWL NOTE: "' ` (L' 00 KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE EL`J25•t3)2 PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT NO -GRADING MEETING IT THE SITE SHALL OCCUR PRIOR IT SCHEDULING THE 3' PRE-GRADING MEETING WITH PUBLIC WORKS, ALL PROJECT SITES CONTAININGM4 44 SHOWN ON THESE DRAWINGS, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SUITABLE HABITAT FOR BURROWING OWLS, WHETHER OWLS WERE FOUND OR NOT, CALCULATED LINE, NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE CALCULATED & KEY MAP STARTING WORK. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND REQUIRE A 30-DAY PRECONSTRUCTION SURVEY THAT SHALL VE CONDUCTED WITHIN 'yoFL, MONUMENTED RESPONSIBILITY FOR THE UNDERGROUND UTILITY PIPES, CONDUITS, STRUCTURES 30 DAYS PRIOR TO GROUND DISTURBANCE TO AVOID DIRECT TAKE OF BURROWNING SHOWN OR NOT SHOWN ON THESE DRAWINGS. OWLS. IF THE RESULTS of THE SURVEY INDICATE THAN NO BURROWING OWLS ARE UPPER PAD ELEV. SCALE: 1"=30' PRESENT ON-SITE, THEN THE PROJECT MAY MOVE FORWARD WITH GRADING, UPON PLANNING DIVISION APPROVAL. IF BURROWING OWLS ARE FOUND TO BE PRESENT OR ?"J NESTING ON-SITE DURING THE PRECONSTRUCTION SURVEY, THEN THE FOLLOWING UNAUTHORIZED CHANGES AND USES RECOMMENDATIONS MUST BE ADHERED TO: EXCLUSION AND RELOCATION ACTIVITIES MAY NOT OCCUR DURING THE BREEDING SEASON, WHICH IS DEFINED AS MARCH 1 THROUGH AUGUST 31 , WITH THE FOLLOWING EXCEPTION: FROM MARCH 1 THROUGHCAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, MARCH 15 AND FROM AUGUST 1 THROUGH AUGUST 31 EXCLUSION AND RELOCATION TYPIC AAL BE R M DETAIL OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL ACTIVITIES MAY TAKE PLACE IF IT IS PROVEN TO THE CITY AND APPROPRIATE GRADING CONFORM CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE REGULATORY AGENCIES (IF ANY) THAT EGG LAYING OR CHICK REARING IS NOT TAKING OR TOP OF SLOPE -- PREPARER OF THESE PLANS. PLACE. THIS DETERMINATION MUST BE MADE BY A QUALIFIED BIOLOGIST. ;. CONTRACTOR SHALL TELEPHONE UTILITY ALERT AT 1 -800-422-4133, 24 HOURS �--- PRIOR TO COMMENCING WORK IN EXISTING STREETS. 1. SET POSTS AND EXCAVATE A � �/' DECLARATION OF RESPONSIBLE CHARGE 4 BY 4 IN (10 BY 10 CM) STAKE - -- - 6'-6" BELOW TRENCH UPSLOPE FROM AND GRADING CONFORM /� f —�``— PRIVATE ENGINEER'S NOTE: I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, ALONG THE LINE OF POSTS. 4 FIBLR ROLA/ \, THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE THAT i HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS -- j/7 %/ ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. IN THE EVENT OF COMPOST SOCK r 7 y DISCREPANCIES ARISING DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE PROJECT AS DEFINED N SECTION 8703 OF THE BU5iNESS AND \ 777` 7/ PROFESSIONS CODE AND THAT THE DESIGN IS CONSISTENT WITH CURRENT r' �/' \ , �- / r ' r RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE STANDARDS. /� ' T � � PLANS FOR APPROVAL BY THE CITY. 1 UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS ANDmw 44X \ SPECIFICATIONS BY THE CITY OF TEMECULA IS CONFINED TO A REVIEW \� ONLY AND DOES NOT ELIEVE ME, AS ENGINEER OF WORK, OF MY -- �i� - - -liT 4" (10 CM} �� x`. /�� / f SHEET INDEX R£ PONSIBILITIES FORT PROJECT DESIGN, Jlmli T�f � 15� 0'C' // f �'° ' 2 ATTACHPOST THE EXTENDRIT BRI THE SLOPE - T^ �� SHEET 1 TITLE/DETAILS f SHEET 2 ,.. DETAIL SECTIONS CHA L. VALDEZ R.C,E. NO. 48060 DATE TRENCH. , \Ly / / j SHEET 3 ........................ PRECISE GRADING FILTER FABRIC- -WIRE ABRIC - WIRE SECTION l!=l - i I R111-011.1 / 1CONSTRUCTION NOTES QUtANITITIES FIBER ROLL 1 CONSTRUCT RIP RAP PER DETAILS ON SHEET 2. 100 SF SILT FBAWE: DETAIL �1j (2CONSTRUCT SILT FENCE PER DETAIL HEREON, 500 LF _ STAGGER JOINTS ( INSTALL FIBER ROLLS PER DETAIL HEREON. 465 LF j 5'-0" TO10'-�" -- j' 4( } CONSTRUCT GRAVEL BAG VELOCITY REDUCER PER DETAIL HEREON, 170 EA (GRAVEL BAGS) A 5-O" ABOVE dry / _ 5Q CONSTRUCT GRAVEL BAG CHECK DAM PER DETAIL HEREON, 140 EA (GRAVEL BAGS) (� '� / rte' ;' © HYDROSEED SLOPES & ALL EXPOSED GRADED AREAS, 7,000 SF FIRST ROW of BACs TO TOE OF SCOPE ��� � '�� � � { � , BE HALF BURIED ( / �� l 'I i �( I I Q) PVC STORM DRAIN PIPE; SIZE PER PLAN. 250 LF HIGH MIN. GRAVEL BAGS i- j` O 12"x12" AREA INLET; NDS 1200 OR EQUIVOLENT 6 EA (TYP.) - J ® CONSTRUCT INTERCEPTOR DRAIN PER DETAIL HEREON. 350 LF A 0 INSTALL STABILIZED CONSTRUCTION ENTRANCE PER DETAIL ON SHT, 2. 1 EA ELEVATION ----- GRADING CONFORM ( ) CONSTRUCT P.C.C. DRIVEWAY PER CITY OF TEMECULA STD. DWG. NO. 207 1 EA SECTION "A-A" OR TOE OF SLOPE Q P.C.C. CONCRETE 1,600 SF Know whot's below. CCI before you dig, _ D15-2130GR CONSTRUCTION RECORD DATE BY REVISIONS ACC'D DATE BENCH MARK SEAL: pdFESSI Designed By Drown By Checked By Drawing No. SCALE __ _ _ Crantractor " "" '�� >� DEPARTMENT OF PUBLIC WORKS BM-RCT29 DATE: 1982 TAV TAV RLV RECOMMENDED BN. f DA _ Nodaontnl h RICHARD L. VALDEZ Plana c, P spored Under Supervision Of PRECISE g�+ GRADING /►�/p Inspector ELEVATION: 1128.41 , NGVD29 Na, a8D64 ACCEPTED BY.' DATE: t® t ( �iE�s/t7E PLtilrt� DATUM 3 r s W CARO/AAPN Dote Completed Exp. 1Zf3tIi5 '7 °C _Dote �d 'Z.�D.° I'� DIRECTOR OF PUBLIC WORKS/ CITY ENGINEER - il'OD2 Uerticol �" R.C.E. NO. 49279 - t TM -LOT 227 f�0 CIVIL40649 AVENIM -- — � ra �c R.C. . No. 48060 "ra Sheet , of a3 i ; a t 5.0' 6.0' Z CLCL TOP OF SLOPE FENCE CL CCr CL fa_ -2.0' Top OF SLOPE FENCE WIRE MESH FENCE INTERCEPTOR DRAIN PER CALTRANS INTERCEPTOR DRAIN- STD. A86 EXISTING GROUND EXISTING GROUND EXISTING GROUND GRADE TO DRAIN VARIES 7.3'-17.3' SECTION C=C VAIRES NTS SEGMENTED 9.0' RETAINING WALL 8.7'-13.7 z: 17.3' --------------------0- 15.0' :21 PER SEPARATE PERMIT. PROPOSED HOUSE 0- 0 5' MIN 3r 6.0' 3.0' FF=1203.07 5/1. MIN ct: I�1 10' 217- MA� L'_ CL 1201.2 01.2 FL T FL 6° CURB PROPOSED HOUSE ___4 FF=1203.07 C) " ;z Sk op" CL CD cr 96.2 L V u "'� EXIST. 6" CURB EXIST ASPHALT ROAD 3' F 24" EXISTING GROUND _z1Y - 1196,2 6 SECTION D=D SECTION ® FL 6 NTS NTS - 48' 1 1196.0 VARIESFLDETAIL 111311 &2-10.4' 21.5' VAIRES 3.5'-5.5' 71.1' PAD=1 202�4 PROPOSED HOUSE 6.0' SEE BELOW OU SEGMENTED RETAINING WALL 1202.4 PROPOSED 2 0 3 0 7 Uj PROPOSED LEACH FIELDS FS <:) J. o CL 3.0' A RIPRAP PER DETAIL HEREON---, DIMENSIONS PER PLAN EXISTING GROUND EXISTING GROUND EXISTING GROUND RIGHT OF WAY 2' MIN. `ti \�-INTERCEPTOR DRAIN Oloo CFS VARIES EXISTING GROUND SECTION E=E EXIST. 6" CURB--,, 0.35 CFS - 1.47 CFS NTS - - - - - - - - SEE BELOW SECTION ® 15.0' NTS DRAINAGE OUTLET 0100 CFS VARIES CORRUGATED STEEL PANELS 0.35 CFS - 1.47 CFS CITY R=201-N\1 -I *- cr EXIST, 6" CURB RIPRAP PER DETAIL HEREON in 4' jLLANDIMENSIONS PER PLAN 6" COARSE AGGREGATE OVER FILTER FABRIC, SECTION X-X CITY 24" MIN. DEPTH - RIP RAP DO NOT FILL WITH SLURRY RIW DISCHARGE DETAIL=TYPICAL .01-- DOUBLE LINED IMPERVIOUS LINER Mm i i ALL SIDE WALLS. 6" MIN, 6" THICK LAYER OF 1" GRAVEL BED EXISTING GROUND PB��Fl DOUBLE LINED IMPERVIOUS LINER MINIMUM. ALL SIDE WALLS. STABILIZED CONSTRUCTION ENTRANCE RIPRAP DETAIL Know what's below. CC11 before you dig. LD -21 15 30GR, CONSTRUCTION RECORD DA TE BY REVISIONS ACCO DATE BENCH MARK SEAL: E Designed By Drawn By Checked BY Drawing No. SCALE I SCALE C17YOOAF rJeAffACCIIA" DEPARTMENT OF PUBLIC WORKS Contractor TA V RL V RECOMMENDED BY.• DA TE: II COUNTY OF RIVERSIDE B.M. NO. SCALE .1-� T-27-81 ON RANCHO RICHARD L VALDEZ ed Under Supervision Of Inspector CALIFORNIA ROAD WEST OF ACCEPTED BY.L;1�� DA TE.- I-lylf Nn--L8-060 o4< PRECISE GRADING PLANS TAOMS W G4RaA BUTTERFIELD STAGE ROAD. v t I DIRECTOR OF PURIC APN 90-6f-= er 4c Exp. 12L31115 w*__Date_10 -Z& WORKS CITY ENGINEER TA4 3983 `LOT 227 Vertkol I F Dote Complete ELEV. 1230.562 r�jr Pak x 48060 RCIVIL �a .C.E. NIT 48279 40"AVENDA CSVTENAFIO Sheet 2 a R.C. , No. DETAILS AND CROSS SEC77ONS cts �0.56 z, o 1T 1 Ft 00 e //05.3 FL : ==65fPS 092," FL SEE S H T/.,' 2 n4/8 MAX TL_/7H`P\- 1+ X 8' .3 FL -7 0�_� �zl /V 4 1� J _4X8 FIL Qk6 FIL m J SEY S 7 1-14 FL 12 2.8 i7, 2:'! MAk 21 7 -MAX < ENTED <7) EXTEND, CONNECT '5 GM LP CY) 00 -WALL SUBQ/RAIN A W 43.00,--TW RE N P'N7 7G -ING WALL 2. 1 Ivv /1'202. /01�._90 Bw_��, `P TY P.YP, BW, 2�1 'MAX 0 TY . FS I n,59 TW Q2.1 /V LJ _4 13.2 SEL 3 T �,MTM t7HP 01 .48 01 _Q, L/ 13W 71, �='N IF 02'1 77 "Joe FL/HP ......... "',10 77 e2� J'L8 3 -0 .6 TG __L� Z,01'.6 TG (E�)b '991 6 0 '57 00.66 in FL/HP FLii 5�O `9 .88 INV 99 65 ,/INV FS FS 4 A 15' 1.0, ......... FRE S. RINKLER 02" SEE,,SHT-- 2 _00, 00.42 INV FL ;' DWY Q A LINE < 0 1 5 TC RIKR­�A/ SSEMBLY I N " " I z -ENTER S LEVEL 97, A�_ J 2 LINE 02.41 ... .....0' ,57 < 01, . T IG All", EXIST. GROUND 8 ITS 5 TY L P. 4 1,51 99 �O INV j MAX 3" MINIMUM CONCRETE ARAGE TYPI, OR GUNITE # OIL/) (PER PLAN) 3 '57 <" - F.L. LEVATION 1,20274 GF- M2 ' .2 99,46 1202,42102 6%6"- # 10x #10 WELDED WIRE MESH '41' 01 -9 02.57,,-, FS CONSTRUCT," BE441, ;FS C-4ii I � / FL/p 'T, 2 N� k-, PER DETAIL 0 SH INTERCEPTOR DRAIN DETAIL F� 20%a 98.95 7i Lr) /, �,� 'I- I, : FS U1 02ii4 C:) NTS 'TOE > ROPOSED HOUSE 2�1 MAX (6 PATIO 7-- ------ cc) us ji -0 8" FF- 1'203.. F- 1203. 07 A 4 4 fk2.74 1202.21 CD Cn 7 2.0% FS 2 0% �A - 120 FS CONSTRUCTION NOTES QUANITITIES IPAD 24a"' 4 7 '02�4Q T CN CONSTRUCT RIP RAP PER DETAILS ON SHEET 2. 1202.42 100 SF >< FS LLJ (Z CONSTRUCT SILT FENCE PER DETAIL ON SHEET 1. 500 LF B 54 n (1) INSTALL FIBER ROLLS PER DETAIL ON SHEET 1. 465 LF 1202.74 1202. LLJ 9 'IRE . ..... ,02.0'' 0 cn Uj U (�3 CONSTRUCT GRAVEL BAG CHECK DAM PER DETAIL ON SHEET 1. FS > U T-L� fit CONSTRUCT GRAVEL BAG VELOCITY REDUCER PER DETAIL ON SHEET 1. 170 EA (GRAVEL BAGS) LEACH "FIELD EXPAN'SION HYDROSEED SLOPES & ALL EXPOSED GRADED AREAS, 7,000 SF 140 EA (GRAVEL BAGS) 00 -A ' 356fl 0 1 �2 TTG� TYP. (D PVC STORM DRAIN PIPE; SIZE PER PLAN, 41,1111, --- 'SEE, SHT�­,2 �K TW 0. 250 LF BW 95.37 INV 02.1 C:) 4 DI 00:: 1� -4. 1 fPS! ca (1) Qux`12" AREA INLET; NOS 1200 OR EQUIVOLENT 6 EA 4' HIGH SEGMENTED 01 5 FL/HP ' '0 1-.5 0 VMAX_ CONSTRUCT INTERCEPTOR DRAIN PER DETAIL HEREON, 350 LF RETAINING FL 1800 G WALL FL (1Q Ln F Q INSTALL STABILIZED CONSTRUCTION ENTRANCE PER DETAIL ON SHT. 2. 1 EA 00 00 (D CONSTRUCT P.C.C. DRIVEWAY PER CITY OF TEMECULA STD. DWG, NO. 207 1 EA 'h P C-H LINES ---' (0) P.C.C. CONCRETE 1,600 SF U�LIJ 't -1 17 7 1,Ji3.8 SEEONDETAIL B AT. 2 LEGEND .......ill­) 33.00 ....... 96.0 FL 6 FL INDICATES FLOWLINE FS 1_� M INDICATES FINISHED SURFACE 2: A TW INDICATES TOP OF WALL BIN INDICATES BOTTOM OF WALL INV INDICATES INVERT X INDICATES TOP OF SLOPE FENCE 94.0 FL 4'x "'RIGHT OF WAY 92.9 FL INDICATES EXISTING CONTOUR J z U/ \qi50-TIN .4 0� 4B 3 -'iu ---w92? INDICATES DAYLIGHT , I �mr� /,''_ r W17- 95ds SE INDICATES GRAVEL BAG CHEVRON 0 ...... Ps INDICATES GRAVEL CHECK DAM IMA X' 47cfs,- 4" WALL SUBDRAIN PIPE INDICATES SILT FENCE Qi 00-==­1­6.,8fJPS DRAIN TO DAYLIGHT V INDICATES FIBER ROLL MAX _CD AVENIDA EST DA INDICATES HYDRO-SEED ....... Ln CN (EXISTING ASPHALT ROAD) F- INDICATES LEACH LINE 7 5 4 �4 5 '4`8 W 7 k�) INDICATES LEACH LINE EXPANSION INDICATES DRAINAGE SWALE 4" YARD DRAIN _4; "ivl/ INDICATES PROP. SEPTIC TANK N54 yJ INDICATES PROP. WATER METER BASIS OF BEARSGS EXISTING FIRE HYDRANT- --- 0 10, 20' 30' 40' Know what's below. CCII before you dig. SCALE:1 i 1" = 10' LD15-2130GR CONSTRUCTION RECORD DATE BY REVISIONS ACC`D DATE BENCH MARK SEAL: ESSI Designed By Drown By Checked SCALE 5Zi I I By C/T1 r 4 F 7AWMA FC11A DEPARTMENT OF PUBIC WORKS Drawing No. Contractor BM-RCT29 DATE: 1982 TA T_ FAV_ RL V RECOMMENDED BYL(� DATE. 11Z,�Flls- Hardizontat GVD29 MCHARD L. VALDEZ R ns Pre ore d Under Supervision Of ACCEPTED 41 Inspector ELEVATION: 1128.41 , N No�__A8D_60 BY. 114-1 DATE_±_t1y11r PRECISE GRADING PLANS DATUM rhOM4S W GARCIA vertkal 4c Exp._Izzaf1_5 -DGte Pr� DIRECTOR OF PUBLIC WORKS CITY ENGINEER APN 919-0-W2 Dote Complettel kC.E NO. 48279 TU 3W -LOT 227 40M9 NTC 48060 L PLAN R,C. /8 +AVEYM CENTSVAR10 El�o Sheer J of %J I PWSE GRADW PLAN90" ♦ LO)EEDWONTRO