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HomeMy WebLinkAbout765-2A PL GENERAL NOTES: R/W F�Fgo ? PAD AT�CN 1. SEE TRACT MAP FOR EASEMENTS DIMENSIONS AND IDENTIFICATION. R/W 10' �-9jj � E��v ' 10' 5' 5' 14:� ABBREVIATION: 2. PLANS PREPARED IN CONFORMANCE WITH F.H.A- DATA SHEET 798. 5' 5' (6" CURB AND GUTTER) ` � BW BACK OF WALK 3. LOCATION OF SWALES SHOWN ON PLOT PLANS ARE SCHEMATIC. SIDEWALK LANDSCAPE GB SCALE Q 1% MIN. P -� n. DEPRESSED CURB AND GUTTER -� _ _ _ _ _ _ _ _�_ DF DEEP FOOTING ? FG FINISH GROUND 4. MINIMUM SIDE-YARD: 5. d e n a e n y" W �� ,i, 6" CURB a d n 9 r CD a a o loo FL FLOW LINE 5. NO DRIVEWAY SHALL EXCEED 8% GRADE, WITH A VERTICAL CURVE AT GARAGE. ° CLASS "B" CONCRETE 1 n FF HOUSE FINISH FLOOR 5 Q ? 0.1'DF* FS FINISH SURFACE 6. THE CONTRACTOR SHALL NOT BEGIN ANY OF THE WORK SHOWN ON THESE * EXTRA DEPTH OF FOOTING 5 MIN. GB GRADE BREAK PLANS UNTIL HE HAS OBTAINED FROM THE OWNER'S ENGINEER OF RECORD, PER DETAIL HEREON ' GFF GARAGE FINISH FLOOR A COPY OF THE "GENERAL SPECIFICATIONS" FOR THE PROJECT AND HAS HAD SECTION X—X SECTION A—A :© HP HIGH POINT A PRE-CONSTRUCTION MEETING WITH THE OWNER'S ENGINEER. N.T.S N.T.S INV INVERT 7. POST TENSION SLAB IS TO BE USED ON ALL UNITS ON LOTS WITH AN 5 MIN. MIN MINIMUM o DRIVEWAY APPROACH DETAIL cn PAD ELEV. PER PLAN ©: N.T.S. NOT TO SCALE EXPANSION INDEX HIGHER THAN 50 (U.N.O. EXPANSION INDEX TO BE a 1 DETAIL A LLJ A-, PCC PORTLAND CEMENT CONCRETE DETERMINED FOR EACH LOT AFTER ROUGH GRADE). 2 PL PROPERTY LINE 8. CONSTRUCT 4" PVC SEWER LATERAL FROM PROPERTY LINE TO HOUSE PER • STREET 3' MIN' 3' MIN. 3 PVC POLYVINYL CHLORIDE PIPE EVMWD STD. NO. S-14. SLOPE 2% MINIMUM, TYPICAL ALL LOTS. (PRIVATE R W RIGHT OF WAY * TC TOP OF CURB 9. INSTALL SEWER CLEANOUTS, AT 100' INTERVALS AND AT ALL ANGLE POINTS. 0.5 DF � m b TG TOP OF GRADE 10. CONSTRUCT 1" COPPER WATER LATERAL FROM PROPERTY LINE TO HOUSE, a d yd e a ° BLOCK WALL TYP TYPICAL TYPICAL ALL LOTS. BY SEPARATE PERMIT e e eOq MIN' ORIGINAL GRADE ( } 1 11. INSTALL BACKFLOW DEVICE ON SEINER LATERALS PER EVMWD STANDARD v EXTRA DEPTH OF —X OMIT 1 BLOCK NO. S-12 ON LOTS SHOWN ON SHEETS 3 THRU 6. FOOTING REQUIRED a 2� M/ 4 FOR FLOW a 4 PER PLAN 2Oq /V. _ o G FINISHED GRADE � I , DEPTH OF FOOTING F.G. _`�' .I Q i. REQUIRED t ---- X H/ R/W � 6 I I 1 I P�-A v° -6•. y ' G d IDS 6 MIN. COVER EXTRA DEPTH FOOTING FOOTING G �° N.T-S STREET SLOPE NOT: DETAIL A SOME OF THE HOUSES WITHIN THIS PROJECT HAVE EXTRA DEPTH FOOTINGS. IT IS THE CONTRACTORS RESPONSIBILITY TO LOCATE SAID 2 N.T.S. x A CONSTRUCTION NOTES QUANTITIES \' HOUSES AND CONSTRUCT EXTRA DEPTH FOOTINGS AS SHOWN. ` 1� CONSTRUCT DRIVEWAY APPROACH PER DETAIL HEREON 18,071 SF � TYPICAL L 0 T DRAINAGE O CONSTRUCT 6' HIGH BLOCK WALL PER LANDSCAPE ARCHITECT'S SPECIFICATIONS PER SEPARATE PERMIT 1,041 LF NO SCALE 3 CONSTRUCT 6' HIGH BLOCK WALL AND GATE PER LANDSCAPE ARCHITECT'S SPEC. PER SEPARATE PERMIT 38 EA ON REMOVE 1 BLOCK FROM BOTTOM COURSE ® FLOW LINE NA 1.0 6" O CONSTRUCT 4" PCC SIDEWALK PER LANDSCAPE ARCHITECT'S SPECIFICATIONS (W=4') 3,708 SF cn MIN. O6 INSTALL 6" SQ. NDS GRATE INLET NO. 05 (GREEN) PER DETAIL HEREON 13 EA 10' R. - - O CONSTRUCT 3" PVC PIPE WITH CURB CORE (INVERT 112" ABOVE FLOW LINE) PER COUNTY OF RIVERSIDE STD. PLAN NO. 310 220 LF 5' 5' o DRIVEWAY SLAP LANDSCAPE SIDEWALK 1 1/2 MIN. COVER 8 THICKENED EDGE FOR CONCRETE DRIVEWAY SLAB PER DETAIL HEREON 11 EA FLOW LINE FL OF PIPE 1/2 114 GRA TE _r co PER PLAN ABOVE GUTTER 3" PVC OPENING FLOW LINE a 2� _ z G 4 12.. 3" PVC INVERT ELEV. 2% a Q a I co i �q�- PER PLAN `. °= d If I-I I-!i - ' cr u Q 4 j LEGEND. � NIL ��•�4 Z r� 6" FINISH GRADE CURB AND GUTTER 6� PROPOSED SPOT ELEVATION o G n• FS 6„ D — — RIGHT OF WAY -< y, PROPERTY LINE STREET LIGHT THICKENED EDGE FOR CURB DRAIN THRU WALK SECTION D—D w> EASEMENT LINE CRETE DRI V 7 N.T.S 3'-7 8" — CON SWAYS N.T.S 156 LOT NUMBER 8 LAB / PIPE � -T r PROPOSED SLOPE 2� STREET GRADE 605 FINISH CONTOUR ELEV. EA WATER METER LI MI TS OF PAD NO INTERCEPTOR DRAIN Z AIR CONDITIONER R W WATER MAIN ELECTRIC TRANSFORMER ,\ 5 MIN. S SEWER MAIN , �. HANDICAP RAMP ►, APPROVED ELBOW S=0.005 MIN. , \ 16 WIDE COLUMN TO MATCH R 39 f HOUSE CURB INLET CATCH BASIN PERIMETER WALL CENTERED ON P.L. LATCHED 1 ---- • - - ----- DRAINAGE SWALE ' 5' (MIN.) 6" SQUARE NDS GRATE INLET _— - l � FIRE HYDRANT 00 -11-00 HOUSE " HIGH POINT OF SWALE 39 f HOUSE 39"f 39"t N.T-S DEEPENED FOOTING .12 DF DEEP-FOOTING HOUSE BLOCK WALL (PER SEPARATE PERMIT) 00 ARCHITECTURAL ENHANCEMENTS R ® ® .� — 6' HEIGHT WOODEN FENCE 42" WIDE WOOD GATE TO _ (PER SEPARATE PERMIT) o MATCH W FENCE �i BV BACKFLOW VALVE WOOD FE _ 2 x4 6 WOODEN FENCE ' i �. 4 x4 RWD POST W/ 12 x12 �� PHASE LINE (3) APPROVED HEAVY DUTY 16 COLUMN CONC. FTG. ' o HINGES 5' MIN j 5' MIN 6' HEIGHT WROUGHT IRON FENCE MASONRY WALL TO MATCH 1 1 LOT N0. cn HOUSE PLAN NO. 2, 4"x4" RWD POST W/ 12"x12" 2 PERIMETER WALL STEP AS 3' MIN 2' MIN 2' MIN 3' MIN BLOCK WALL WITH GATE � �, 2 x4 CONC. FTG. 16" WIDE COLUMN TO MATCH NECESSARY 6„ ' _ z z PERIMETER WALL BLOCK 8„ MIN , CD m 2 < rn ` �� 2% MINX i ;' i' % rCTI i ° MIN 2.1 2. 1 20% M i z z FENCE CONNECTION AT FRONT OF HOUSE FENCE CONNECTION AT FRONT OF HOUSE f PAD 20�, M MAX MAX PADf POST—TENSION SLAB cn 3 3 ax. - NO LOT SPLIT LOT SPLIT *6" MIN. N.T.S. N.T.S. SECTION 'C—C' N.T.S. *6" MIN. FROM FLOW LINE TO BOTTOM OF FOOTING WHEN FLOW LINE IS CLOSER THAN 5' TO HOUSE NO. DATE REVISIONS APPROVED BY DATE CITY SEAL CERTIFICATION: PREPARED BY. Q�o�Ess/o CITY OF LAKE ELSINORE2 ALERT1 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE �� �P H Nq,�,T Fti > �:_ i1q1_ 11 TRACT NO . 31706 PA-23 SHEET: o s o 0 0 2 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY � � � CIVIL ENGINEERING � °�' AND STATE LAWS, AND A PERMIT CAN BE ISSUED. No.29242 LAND PLANNING DETAILS & GENERAL NOTES OF. 6 3 O O O 61191p .y0,C0 L'4?w1GS G., 7 se ANO SEcnGGt/� 'U-I0'# JI(� S 07 07 LAND SURVEYING enew: 3-31-2007 * 1181 CALIFORNIA AVE. - STE.202 - CORONA CALIFORNIA 92881 .d�M .dA,1CC� 5 KEN SEUMALO R.C.E. NO. 56915 DATE & (951)280-4144 FAX(951)280-4150 PRECISE GRADING and FILE NO.�Lf �P TWO WORKING DAYS 6 ���F civo_ �p�� RCE 29242 3131107 DRAINAGE PLAN OF C A� BEFORE YOU DIG 7 JOSEPH HARTGE LICENSE NO. DATE W.O. FOR: F.B.