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HomeMy WebLinkAbout765-2 I i R/W PL GENERAL NOTES: X,---6 WOODEN FENCE F iOq� z P PD -��pN \` 5' MIN j 5' MIN 8' FLgT E�EVP 1. SEE TRACT MAP FOR EASEMENTS, DIMENSIONS AND IDENTIFICATION. 1 4 4 •- Q�\��� , 2. PLANS PREPARED IN CONFORMANCE WITH F.H.A. DATA SHEET 798. 3' MIN 2' MIN 2' MIN 3' MIN 2� 6 ROLLED CURB �P �, 1 7 � � `'Pp'' 3. LOCATION OF SWALES SHOWN ON PLOT PLANS ARE SCHEMATIC. • = �q J SWALE 1 q MIN. 0 � �. ,. a ♦ • , `� 4. MINIMUM SIDE-YARD: 5 . i CLASS "B" CONCRETE 1 °- 5. NO DRIVEWAY SHALL EXCEED 8% GRADE, WITH A VERTICAL CURVE AT GARAGE. 209' MAX 2�1 2: 1 ZD% MAX PAD � 0.1'DF* PAD SECTION A-A 6. THE CONTRACTOR SHALL NOT BEGIN ANY OF THE WORK SHOWN ON THESE MAX• MAX °, EXTRA DEPTH OF FOOTING 5' MIN. PLANS UNTIL HE HAS OBTAINED FROM THE OWNER'S ENGINEER OF RECORD, *6 MIN. N.T.S. PER DETAIL HEREON ' A COPY OF THE "GENERAL SPECIFICATIONS" FOR THE PROJECT AND HAS HAD m © z A PRE-CONSTRUCTION MEETING WITH THE OWNER'S ENGINEER. 4 DRIVEWi4Y APPROACH DETAIL J SECTION C-C � 5' MIN. 7. POST TENSION SLAB IS TO BE USED ON ALL UNITS ON LOTS WITH AN � N.T.S v� PAD ELEV. PER PLAN p, EXPANSION INDEX HIGHER THAN 50 (U.N.O. EXPANSION INDEX TO BE *6" MIN. FROM FLOW LINE l0 BOTTOM OF FOOTING DETAIL A DETERMINED FOR EACH LOT AFTER ROUGH GRADE). WHEN FLOW LINE IS CLOSER THAN 5 TO HOUSE co (PRIVATE S TREET) co 2 3' MIN. � 8. CONSTRUCT 4" PVC SEWER LATERAL FROM PROPERTY LINE TO HOUSE PER 3 MIN. 3 EVMWD STD. NO. S-14. SLOPE 2% MINIMUM, TYPICAL ALL LOTS. cn 0.5'DF 9. INSTALL SEWER CLEANOUTS, AT 100' INTERVALS AND AT ALL ANGLE POINTS. 10. CONSTRUCT 1" COPPER WATER LATERAL FROM PROPERTY LINE TO HOUSE, c� TYPICAL ALL LOTS. d ' • °." d 11. INSTALL BACKFLOW DEVICE ON SEWER LATERALS PER EVMWD STANDARD NO. S-12 ON LOTS SHOWN ON SHEETS 3 THRU 6. d d • Nd d • R/W ° a • Al P e °d • d •♦ ° d d.. ° d • a CONSTRUCTION NOTES QUANTITIES •' dv d ♦. O CONSTRUCT DRIVEWAY APPROACH PER DETAIL HEREON 18,071 SF STREET SLOPE 2 CONSTRUCT 6' HIGH BLOCK WALL PER LANDSCAPE ARCHITECT'S SPECIFICATIONS 1,041 LF \ O .•• G 4• . d 3 CONSTRUCT 6' HIGH BLOCK WALL AND GATE PER LANDSCAPE ARCHITECT'S SPECIFICATIONS A 38 EA - ° .• - BLOCK WALL . `Oq MIN' ORIGINAL GRADE (BY SEPARATE PERMIT 4O REMOVE 1 BLOCK FROM BOTTOM COURSE ® FLOW LINE NA EXTRA DEPTH OF -SAX ) ,� , FOOTING REQUIRED d= OMIT 1 BLOCK 5 CONSTRUCT 4 PCC SIDEWALK PER LANDSCAPE ARCHITECTS SPECIFICATIONS (W=4) 3,708 SF • 2/p 4 O PER PLAN 209' MIN• FINISHED GRADE FOR FLOW TYPICAL LOT DRAINAGE . -♦ Mq X - O6 INSTALL 6" SQ. NDS GRATE INLET N0. 05 (GREEN) g EA DEPTH OF FOOTING t. F.G. NO SCALE REQUIRED O7 CONSTRUCT 3" PVC PIPE WITH CURB CORE (INVERT 1" ABOVE FLOW LINE) 135 LF 6" MIN. COVER m EXTRA DEPTH FOOTING FOOTING z NO SCALE z NOTE. s SOME OF THE HOUSES WITHIN THIS PROJECT HAVE EXTRA DEPTH TAIL A A88REVlAT10N:FOOTINGS. IT IS THE CONTRACTORS RESPONSIBILITY TO LOCATE SAIDQ_DE HOUSES AND CONSTRUCT EXTRA DEPTH FOOTINGS AS SHOWN. N.T.S. FL FLOW LINE m cn FF HOUSE FINISH FLOOR FS FINISH SURFACE GB GRADE BREAK GFF GARAGE FINISH FLOOR N.T.S. NOT TO SCALE TC TOP OF CURB TYP TYPICAL LEGEND: CURB AND GUTTER 62� PROPOSED SPOT ELEVATION ( ) 5 MIN. - - RIGHT OF WAY 16" WIDE COLUMN TO MATCH R APPROVED 1 39"f HOUSE STREET LIGHT PERIMETER WALL CENTERED ON P.L. LATCHED 1 PROPERTY LINE 00 EASEMENT LINE 15 6 LOT NUMBER 5' (MIN.) HOUSE 39"f - 00 H OU SE 39»t i 39"t - PROPOSED SLOPE HOUSE 2.37. STREET GRADE 605 FINISH CONTOUR ELEV. FW WA TER METER 42" WIDE WOOD GATE TO - - LIMITS OF PAD o MATCH WOOD FENCE �I _1 Z AIR CONDITIONER I 00 � �, 2"x4" 4 x4 RWD POST W/ 12 x12 INTERCEPTOR DRAIN CO00 (3) APPROVED HEAVY DUTY 00 1 16" COLUMN CONC. FTG. W WATER MAIN ELECTRIC TRANSFORMER HINGE`. MASONRY WALL TO MATCH HANDICAP RAMP 2" » » 2" PERIMETER WALL STEP AS co S SEWER MAIN 2 x4 4 x4 RWD POST W/ 12 x12 NECESSARY CURB INLET CATCH BASIN CONC. FTG. 16 WI COLUMN TO MATCH y--- - -1�P DRAINAGE SWALE PERIMETER WALL BLOCK � ° --- - HIGH POINT OF SWALE FIRE HYDRANT zo DEEPENED FOOTING .1' DF DEEP-FOOTING � `� m Ln FENCE CONNECTION AT FRONT OF HOUSE FENCE CONNECTION AT FRONT OF HOUSE BLOCK WALL (PER SEPARATE PERMIT) 3 3 �- ARCHITECTURAL ENHANCEMENTS ro NO LOT SPLIT LOT SPLIT 6' HEIGHT WOOD FENCE N.T.S. N.T.S. PHASE LINE BV BACKFLOW VALVE lift 6' HEIGHT WROUGHT IRON FENCE BLOCK WALL Wl TH GATE POST-TENSION SLAB NO. DATE REVISIONS APPROVED BY DATE CITY SEAL CEF?TIF/CATION. QROFESS/0N PREPARED BY: CITY OF LAKE E L S I N O R E ALEW 1 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE �� �P H Hq��F� Y TRACT NO . 31706 PA-23 SHEET.• 2 o s o 0 2 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY �� T�'�c� CIVIL ENGINEERING @Q�� ' S 3 AND STATE LAWS, AND A PERMIT CAN BE ISSUED. No.29242 LAND PLANNING D E TA i L S & GENERAL NOTES OF. 6 o OO 4 LAND SURVEYING JZL /D oL or * Renew: 3-31-2007 * 1181 CALIFORNIA AVE. - STE.202 - CORONA CALIFORNIA 92881 d o d 5 R.C.E. NO. -6385&, EXP. 6/3olw 7 DA � (949) 280-4144 FAX(951)280-4150 PRECISE GRADING and FILE NO. TWO W❑RKING DAYS RICE 29242 s K Eu r(9 s- �q clVi� �� DRAINAGE PLAN