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HomeMy WebLinkAbout762 CITY ®F L GENERAL NOTES.• AKE ELSINORE K. 1. ALL WORK SHALL BE DOVE IN ACCORDANCE NTH THE CITY OF LAKE ELSINORE JO AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB SITE AT ALL TIMES SHEET INDEX 15 NHUSS 0 ND016w 0ORDINANCES NO.801 AND 882 AND APPLICABLE STANDARDS AND SPECIFICATIONS AND �� / RP1� W rs THE LATEST EDITION OF THE UBG CHAPTER 70. 31. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING 70 TITLE SHEET GRADING N07ES..................1 97E cx+ Z. A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT,CI7Y OF LAKE COMPLETION OF GRADING OPERATIONS GRADING PLAN.........................................2 LOCA TIOV �t� scnn _ ELSLNORE,PRIOR TO ANY OPERATION. EROSION CONTROL PLAN..........................3 suNor cm. crn�M4W 32. ALL SLOPES SHALL BE PLANTED AND IRRIGA77ON FACILITIES SHALL BE PROVIDED FOR ALL J. THE DEVELOPER AND/OR THE CONTRACTOR SHALL N077FY ALL U77UTY COMPANIES AND SLOPES IN EXCESS OF 3 FEET VERTICAL HEIGHT WITHIN 90 DAYS AFTER COMPLE7ON CLW70V Kom RD USA ALERT(1-800-422-4133)48 HOURS PRIOR TO GRADING OF ROUGH GRADING AND SHALL BE IN ACCORDANCE WITH ORDINANCE NO.882 PRIOR WORK TO BE DONE 4. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24 33 ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF PRECISE GRADING RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION HOURS IN ADVANCE OF BEGINNING GRADING ICI THE APPROVAL OF FINAL INSPECTION.NG OPERATIONS WITH THE SITE AND BE SOLELY RESPONSIBLE FOR ANY DAMAGE 70 EXIS77NG DISTRICT STANDARD DRAWINGS,DATED APRIL 2004. a FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATION$ WHETHER OR g 5. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS ]NOVAS BROS MM PG P$P7/D fNGNffR. VICINITY MAP 6. CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL 70 1 VERTICAL,UNLESS 34. THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE BLUE TOP PER FINISHED NOT TO SCA(F 07HERNSE APPROVED,AND SHALL BE SHOWN. PAD,PRIOR 70 ROUGE GRADE APPROVAL SHE REFERENCE LEGEND: SYMBOL 7. FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL 70 1 VER77CA1, UNLESS 35 APPROXIMATE DATE OF: 07HE7RN.SE APPROVED AND SHALL BE SHOWN ON THE PLAN,AND SHALL NOT HAVE BEGINNING OPERATION,* 10-1-05 ry LESS THEN 9OX RELATIVE COMPACTION OUT TO THE RN/SHED SURFACE COMPLETION.• 12-1-05 PROPERTY LINE ---- ��. 8_1-0 & FILLS SHALL BE COMPACTED THROUGHOUT ICJ 90X DENSITY AS DETERMINED BY THE 36. NO ROOT OR OTHER IRREDUCIBLE MATRRIAL W11H A MAXIMUM DIMENSION GREATER TOP CURB ELEVATION(ABOVE UNE) MODIFIED 7HREE-LAYER AS7M D-1557-70 TEST METHOD. THAN 3 INCHES WILL BE PLACED IN FILLS WITH ROADBED AREAS OR 3 FEET OF $• FINISH GRADE ELEVATION(BELOW UNE) B� FINISH GRADES UNLESS THE LOCATION,MATERIAL$ AND DISPOSAL METHODS ARE TOP OF GRATE ELEVATION 7G 9. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS SCARIFIED,AND SPECIFICALLY APPROVED BY THE SOILS ENGINEER. r ^ INSPECTED BY THE GRADING INSPECTOR AND APPROVED SOILS TESTING AGENCY PRIOR L INVERT ELEVATION lE 70 THE PLACING OF FILL 37. THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN INSPECTION BEFORE APPROVAL I i FLOW UNE IF_ to. ALL FILL MATERIAL SHALL BE CLEAN EARTH.NO FILL SHALL BE PLACED UNTIL PREPARATION I I EXIST. CONTOUR OF GROUND IS APPROVED BY THE SOILS ENGINEER. 3& GRADING PLANS WILL NOT BE APPROVED UNTIL ALL RETAINING WALLS ARE APPROVED BY 7HE BUILDING DEPARTMENT: PROPOSED CONTOUR -�81 11. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/2- INCH PER FOOT FOR A MINIMUM OF 3 FEET, THEN 1 X(MINIMUM)TO FLOW UNE OF I LOT I - BROOKS 2424 CB(PVT) EARTH SWALE I 4 I BROOKS 1212 CS(PVT.) -- 12. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1 X IF CUT OR FILL I I ----- SLOPE IS LESS THAN 10 FEET AND 2X IF CUT OR FILL IS GREATER THEN 10 FEET. I ,,,,,,,,,,,' I PVC STORM DRAIN(PVT.) ----- DRAINAGE SWALES SHALL BE A MINIMUM OF 0.5 FOOT DEEP AND CONSTRUCTED A MINIMUM OF 2 FEET FROM THE TOP OF CUT OR FILL SLOPES I I 6-CURB&GUTTER(PER DETAIL ON SHT 2) 1J PROVIDE SLOPES OVER 5 FEET IIGR. T-HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL I I _ 6- CURB(PER DETAIL ON SHT Z) FILLSHT.2)ACE(PER DETAIL SW IL - 14. PROVIDE A BROW DITCH,DESIGNED TO HANDLE Too-YEAR STORM FLOW$ALONG THE i i RAILROAD CANYON ROAD EARTH CONCRE T TE F (PER DETAIL IL 2) -� - 70P OF CUT SLOPES 15. NO OBSTRUCTION a,FLOOD PLAINS OR NATURAL WATERCOURSES SHALL BE PERMITTED. ------ A.C.PAVEMENT KEY MAP P.C.C.PAVEMENT 0 16. A SOILS ENGINEER SHALL IL RETAINED HI THE DEVELOPER.F:F, DA SUPERVISE GRADING SCALE., 1'= 100' GRAVEL BACS -o AND PRODUCE A FINAL SOILS REPORT WHICH INCLUDES FOUNDATION REQUIREMEN75 (SUBDIVISIONS)AND EXPANSIVE CHARACTERISTICS OF THE SOIL SILT FENCE ❑ ❑ 17. GRADING CERTIRCATION BY THE DEVELOPER'S CIVIL ENGINEER AND A FINAL FIRE SERVICE AM ENGINEERING DEPARTMENTS PRIOR 70 IHNNCEEOF BUILD M;7 01 DING PRIVATE ENGINEER'S NOTE TO CONTRACTOR SOILS ENGINEER'S CER775/CATE WATER SERVICE CONTRUCTION NOTES ANO QUANTITY ESTIMATES T& THE'UPDATE CE07ECHNICAL INVESTIGATION' DATED OCTOBER 14,2004 SEWER LA7ERAL PREPARED BY MTGL INC SHALL BE CONSIDERED A PART OF THIS GRADING &TYPE f CURB AND -0S m LITTER ER DETAIL SHT.2 25 IF. 77YE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPE, CONDUITS OR THESE GRADING PLANS HAVE BEEN RENEWED C THE UNDERSIGNED AND (P ) FOUND TO BE IN CONFORMANCE W11H THE RECOMME7NDATIONS AND PLAN,AND SHALL BE COMPUED NTH STRUCTURES SHOWN ON THESE PLANS IS OBTAINED BY A SEARCH OF THE AVAILABLE SPECIFICATIONS OUTLINED IN IRE SOILS AND GEOLOGICAL INVERT ELEVATION l.E TYPE 2 CURB AND GUTTER(PER DETAIL SHT.2) 30D IF RECORDS TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES RECONNAISSANCE REPORT PREPARED FOR THIS DEVELOPMENT POINT OF CONNECTION P.O.C. 19. A R04S7ERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT 3a-TYPE 3 CURB(PER DETAIL SHT.2) 300 IF. EXCEPT AS SHOWN THESE PLANS THE CON7RACTOR IS REQUIRED TO TAKE DUE CERTIFICATION OF BUILDING PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE PRECAUTIONARY MEASURES 70 PROTECT THE UTILITY LINES SHOWN ON THESE _ DRAWINGS THE CON7RACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR I0 RE AN lZEVATIOV(WITH RESPECT TO MEAN SEA CEVEL)SHALL BE GVFN.lF &BROOKS 1211 C.B. 2 EA THE UTILITY PIPES CONDUITS OR STRUCTURES SHOWN OF NOT SHOWN ON THESE AN ELEVATION WITH RESPECT 70 ADJACENT GROUND SURFACE IS REQUIRED THE . ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. OS -BROOKS 2424 C.R. 1 EA DRAWINGS R. MY M R.C.E N0 52762 20• ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR 70 6 8'PVE STORM DRAIN 104 IF. OWNNIDEVELO'ER SOILS ENGINEER COMMENCEMENT OF ANY CONSTRUCTION/GRADING &12'PVC S70RM DRAIN 7 IF. HAL M. SEARS REVOCABLE TRUST SALEM ENGINEERING GROUP INC f l0 d NTH A FACTOR Of AT[EAST 1.5 SHALL BE SUBMITTED BY A 113f EMERALD BAY 4539 NORTH BRAWLEY AVENUE,SU17F 101 21. STABILITY CALCULATIONS R. SAMMY SALEM R.CE N0.2549 DIE &CONCRETE SWALE(PER DETAIL SHT.2) 42 LF. LACUNA BEACH,CA 92651 FRESNO, CALIFORNIA 93722 SOILS ENGINEER TO THE BUILDING AND ENGINEERING DEPARTMENTS FOR CUT AND FILL 949-673-3820 TELEPHONE (559)271-9700 THE FOLLOWING SOILS REPORTS SHALL BE CONSIDERED A PART OF THIS 7� SLOPES OVER 30 FEET IN HEIGHT. &£AR)H SWALE(PER DETAIL SHT.2) 90 LF. CONTACT NUBY SEARS GRADING PLAN AND SHALL BE COMPILED WITH. ENGINEER'S NOTICE 22. A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN 1 FOOT. fO AC PAVEMENT PLR SOILS REPORT 12,250 SF. �1 poF�ssr\� 23. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED IT MUST BE 11 P.CC.PAVEMENT PER SOILS REPORT 1,570 SF. NO77RCA 77ONS PROJECT GRADING REPORT /yti•�'F •Y�a'Fr�\` Sq 1'� RfSPONS/B�UTY FOR JOB SITE COND PONE DURIN AGREES DIA THE ALL ASSUME G COURSE�� \ PLANNING AREA 3 CLEARED,KEYED,AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. 1y REMOVE A.C.BERM 26 IF. NOTE. THE CONIRAC70RS SHALL NOTIFY THE FOLOW1NG UTILITIES SEP�BER 16,P004 j +. 2:41 CONSTRUCTION,INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. PREPARATION SHALL BE APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO & OR AGENC/ES FOURTY-EIGHT(48)HOURS PRIOR TO STARTING BY PACIFIC SOILS ENGINEERING,INC. R1 �� 3' >�� THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE PLACEMENT OF FILL MATERIAL SLOPES GREATER THAN 5.•1 ARE REQUIRED TO BE 13 GRAVEL BAGS 65 EA. CONS7RUCTION OR ECAV4770N.• `.-�.� /��( LIM17ED 70 NORMAL WORKING HOURS 7HE CON7RACTOR SHALL KEYED AND BENCHED. w rtcP,rc-`�,�'. PAVEMENT RECOMMENDATIONS -ter���� DEFEND,INDEMNIFY AND HOLD THE OWNER AND ENGINEER 14 CITY OF LAKE ELSINORE f-951-674-3>24 \�F CAllFi` HARMLESS FROM ANY AND ALL LIABILITY,REAL OR ALLEGED,IN 24, THE SOIL ENGINEER SHOULD INSPECT THE CONSTRUCTION ON THE FOLLOWING STAGES GILT FENCE 220 LF. CANYON HILLS MARKETPLACE PLANNING AREA 3 CONNECTION W11H THE PERFORMANCE O"WORK ON THIS ALLEGED, IN A. UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE BACKRLL ELSINORE VALLEY MUNICIPAL WRIER OfS)RICT 1-951-674-3146 DAZED OCTNC. 21,2004 15 STABILIZED CONSTRUCTION ENTRANCE/EXIT 1,000 SF BY MTG,INC. EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF OF ALLUVIAL COLLUVIAL,AND TERRACED AREAS AND ANY SUBSTRUCTURES SOUTHERN CALIFORNIA GAS COMPANY 1-800-417-2200 7N£OWNER OR ENGINEER. B.DURING ALL ROUGH GRADING OPERATIONS INCLUDING PRECONS7RUCTIOI,BENCHING 16 REMOVE REDWOOD HEADER J2LF SOUTHERN CALIFORNIA EDIS(N COMPANY 1-800-655-4555 GE07ECHNICAL ENGINEERING INVESTIGATION AND RILING OPERATIONS PROPOSED BIG-0-77RES BUILDING 2. ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED OR FOUND ON C DURING INSTALLATION OF BUTTRESS AND CAN)D!N SUBDRAINS AND FILTER MATERIAL NO7E.• 7HESE QUANTITIES ARE FOR BONDING PURPOSES ONLY. COMCAST 1-951-674-7741 CANYON HILLS MARKETPLACE PUBLIC RECORDS ARE INDICATED WITH THEIR APPROXMATE D. WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING THE CONTRACTOR IS RESPONSIBLE FOR DOING 17S OWN TAKE OFF. DATED FEBRUARY 18,2005 LOCA77O✓AND EXTENT. THE OWNER,BY ACCEPTING THESE PLANS o CONSTRUCTIOV. UNDERGROUND SERVICE ALERT U.SA. 1-800-422-4133 BY SALEM ENGINEERING GROUP,INC. OR PROCEEDING W1774 THE IMPROVEMENTS HEREON,AGREES TO R RIVERSIDE COUNTY RRE DEFT. 1-951-940-6900 JOB NO 205-074 ASSUME LIABILITY AND HOLD THE ENGINEER HARMLESS FOR ANY 25. EROSION C0N7ROL: ALL GRADED SLOPES SHALL BE PLANTED NTH ROSEA ICE PLANT AT V£R/ZOV TELEPHONE 1-80D-483-4000 DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND m 12 INCHES ON CE17OR OR ANOTHER APPROVED GROUNDCOVER. SLOPES OVER 15 UTILITIES OR STRUCTURES NOT REPORTED OR INDICATED ON PUBLIC FEET IN VERTICAL HEIGHT,IN ADDITION TO GROUNDCOVER SHALL BE PLANTED NTH RECORDS OR THOSE CON57RUCTED AT VARIANCE WITH REPORTED OR AT 10 APPROVED IRON��B TRH COMBINATIONS ET ON CENTER, COMBINATIONS SBE PLANTEDFEET ON 7 DIG ALERT NOTICE" RECORD 7OCAR M THE S TOP TOR077E T REQUIRED TO TAKE DUE EARTHWORK QUANTITIES PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES 7 CENTER.SLOPES OVER 3 FEET IN VERTICAL HEIGHT SHALL HAVE PERMANENT STRUCTURES SHOWN AND ANY OTHER FOUND AT THE 91E.IT SHALL N IRRIGATION SYS7EMS WT7H BACKROW PREVENTION DEVICES PER UBG CHAPTER 70. CUT 359 CY SECTION 421614217 OF 7HE GOVERNMENT CODE REQUIRES BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THAT A DIG ALERT IDEN77RCA77ON NUMBER BE ISSUED ALL UTILITIES OR S7RUCTURES CONCERNED BEFORE STARTING WORK. 26. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE TILL 350 CY BEFORE A 'PERMIT TO EXCAVATE' WILL BE VALID.FOR USED 70 PROTECT ADJOINING PROPERTIES DURING THE GRADING PROECT. EXPORT 0 CY YOUR DIG ALERT l.D.NUMBEg CALL UNDERGROUND SERVICE J. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE ALERT TOLL FREE 1-800-422-4133 AT LEAST TOUT! FOR, OR LIABLE FOR UNAUTHORIZED CHANGES 70 OR USES OF THESE 27. APPROVED EROSION PREVENTATIVE DEVISES SHALL BE PROVIDED AND MAINTAINED NOTE THESE ARE RAW QUANTITIES ONLY. THEY DO NOT CONSIDER WroRKING DAYS BEFORE YOU DIG. PLANS ALL CHANGES TO THESE PLANS MUST BE IN WRITING AND DURING THE RAINY SEASON AND SHALL BE IN PLACE AT THE END OF EACH DAYS REMEDIAL GRADING REQUIREMENTS OR BULK AND SHRINK FACTORS, MUST BE APPROVED BY THE PREPARER OF THESE PLANS WtK. AND ARE APPROXIMATE FOR BONDING PURPOSES ONLY. THE CONIRAC70R IS RESPONSIBLE FOR DOING 175 OWN TAKE OFF. 4. QUANTITIES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES 26. ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS ONLY. CONTRACTORS SHALL BE RESPONSIBLE FOR VERIFYING ALL 29 THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OFTHE QUANTITIES PRIOR TO BIDDING FOR CONSTRUCTION. PERMITTEE. NPDES WDID # 8 33J300561 MARK REVISIONS APPROVED BY DATE BENCH MARK CER77RCA77ON PREPARED BY DESIGNER. ELEVATION: 1400.873 DATUM., NAND 29 9EtCFES3/LVV. THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE RRCFFSSLON CITY OF LAKE ELSINORE SHEET 1 DATE, 1970 �rv��t K.AbtyYEy APPROPRIATE CONDITO✓S OF DEVELOPMENT AND/OR OIY AND �Q�� y3LT PFq Fy STUART ENGINEERING DRAWN: RIVERSIDE COUNTY DESIGNATION.• E-14-70 h $ c+ STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE y e c+ 7525 METROPOUTAN DRIVE STE 308 PRECISE GRADING PLANS FOR., DESCRIPTION:27 MILES NORTHEAST ALONG RAILROAD CANYON a NP.63056 m y i _ NP.27232 m SAN DIEGO, CA 92108(619)296-7010 R.B. 3 OF ROAD FROM THE lN)ERS£CTION OF RAILROAD CANYON ROAD AND z ExP•6-30-OS a / --- "1� ^-�'- E�¢.3-31-07 z FAX(619)296-9276 emoikse®stuartengineering.com STATE HIGHWAY 71, 122.0 FEET NORTHWEST OF RAILROAD * * KEN SEA-At O RCE rd rc9ls- P i * * DATE- PA3 - LOT 4 TRACT 30496 CANYON ROAD,FEET FEET OR SOUTHWEST OF POWER POLE/ �= DATF �= P 9-29-05 CANYON HILLS MARKETPLACE RLE NO 1853732E, f.0 FEET NORTHEAST OF A MARKER POST,A BRASS 9�OF CA��FC� CITY lNGNffR 9)�OF CAUEO� 1 '2g•�5 aos NO, DISK SET IN THE TOP OF CONCRETE POST E-14-70 CITY OF LAKE ELSINORE STUART PEACE, R.C.E.NO..27232 DATE 248-04-06 �reM� /0-/3-65 flarrif > l4ss.c:l�t ,Yl f 6' 6' 1/2'RADIUS �+ 1'RAD/US 112-RADIUS 'RADIUS - `s2�y, TOOLED EDGE TOOLED EDGE ti _ _N_27°53'ST E 56.80' 3 PAVING 3 PAVING i 16 I-------------- -------- \� 4'THICK CONC.SWALE—i• BUILDING RETAINING WALL a 24' 24' - T ENCLOSURE WALL TRASH ENOLOSU/TE� 1 1' WOE`IS RETAINING - -.�� AND DOORS PER --CONC j F-..-.-.-- L ----------- 15' w ! w ARCH PLANS SNPOUT TYPE 1 CURB AND GUTTER TYPE 2 CURB AND GUTTER NO SCALE NO SCALE - h tea'N CONCRETE SWALE m® bo. qy No SCALE 6' / SVIP� yy la ' a CONCOSWALE 75.64 PER DETAIL c� EYJST.WATER EASEMENT TO Emw DRAINAGE EASEMENT l 8090. g1.45 -- I PER OG O CURB NOTES, PER DOG.2005-0662745 - RECORDED 1. CURBS TO BE BUILT 70 COUNTY OF RIVERSIDE 112-RADIUS REC. 8-15-OS l mo m c`� y0 �O Bo PROPOSED EXIS77NG CO.ROAD IMPROVEMENT STANDARDS&SPECS TOOLED EDGE 'o �$�4�g\'CA =. \80�gp � 70 THE DIMENSION SHOW. PAVING 2' Z o ^"g \. �•� p 2. CONCRETE TO BE CLASS'B' �� l / BLOG WALL IS ,�© A A c EXIST.PLANTER 3 JO/N15 IO BE PER STD.N0. 205 '� RETAINING PER -- .� h 1j EARTH SWALE J j ARCH.PLANS 6' "1 mo m I N TYPE 2 CURB A�SHT GUTTER E7!IST. CONC. CURB / F.F. 81.00 10—? 13 PER DETALL EXIST.PAVING h PAD 80.25 PAD ELEVATION SHOWN IS FOR _ CONC. GARAGE\ ti v�'i I AC.PVMT. { __ OPENING e�� REFERENCE ONLY.ELEt!SHALL APRON(T1P.) k w I CURB W/ BE DETERMINED BASED ON THE / �Bpy BLDG'S STRUCTURAL SEC77OLJ TYPE 3 CURB EARTH SWALE p PER STRUCTURAL ENGINEER. \ 950 1f�1 NO SCALE NO SCALE ( ... �y0 _ 81.00 B B O� (13 SECTION A-A 1 5p CONC. GARAGE B NO SCALE EXIST. CONCRETEAPROJ APRON(TYP) 6. ��i �s PER CANYON HILLS MARKET PLACE GRADING PLANS ALE N0. 735 — �.. 10 1bf{� r --- DEPTH=2.5' � LEGEND: SYMBOL O a EARTH SWALE q0 0 .\G• I BUILDING WALL . . e— �'�1 GONG s/DEwaLx �°' �o�0\E ao� 3 c° 0p. 15 &.00 r ---, PROPERTY LINE ---- COMMON NOTES AND QUANTITY ESTIMATES '6� BpSp TOP CURB ELEVATION(ABOVE UNE) 6'W7DE CONCRETE FINISH GRADE ECEVARON(BELOW LINE) 8 50 vl 4 q0 �yp yti COVC. y0 I GARAGE APRON a1 -I1PE 1 CURB AND GUTTER(PER DETAIL Sl1T.2) 25 LF. I COI _ 6' _ �tp `�14, S7EPOUT �I TOP OF GRATE ELEVA77ON TG 0-TYPE 2 CURB AND GUTTER(PER DETAIL Sl1T.2) 300 LF 2 W y0• _ a Boy y�4 W I I t - I '\ ----INVERT ELEVATON lE 3&TIPE 3 CURB(PER DETAIL SHT.2) 300 ZG� �� \ 80.90 �`� 31O�6o �I© I - A.C.PVMT. FLOW LINETHICKNESS PER EXIST. CONTOURo-BROOKS 2424 C.B. 1 EA. 11 p3\61 79 g9 �9 �~7k$3ORB Bp 12 PVC BLDG.PLANS o PROPOSED CONTOUR �81 _. bti L --—— ———-———————————— B� N 17°53'S7'E BROOKS 2424 CB(PVT.) �__ O6 -8'PYC STORM DRAIN 104 LF. -.. ,�y 1 g1 •�'O 7 y\ 2Zo0' /+77 BROOKS 2424 CS(PVT) -— o- _ __ 'jr, MAKE CONN, 17ON W17H ,'� - SEIi/!ON B—B 7 12 PVC STORM GRAIN 7 LF. ��q• \{ so• MANUFACTURED SADDLE �y,$ O gaCONCRETE SWALE(PER DETAIL SHT 2) 42 LF. - N 27°53'57'E 126.20' NO SCALE PVC ST(MM DRAIN(PVT.) ----- �\ 9aEARTH SWALE(PER DETAIL SHT.2) 90 LF. - � - 6'CURB&GUTTER(PER DETAIL ON SHT.2) 6' CURB(PER DETAIL ON SHT.2) 20 A.0 PAVEMENT PER SOILS REPORT 14,250 SF. CONCRETE SWALE(PER DETAIL SHT.2) 0-P.C.a PAVEMENT PER SOILS REPORT 1,570 SF. S- 24 REMOTE A.C.BERM 26 LF. EARTH SWALE(PER DETAIL SHT.2) � - � � -� - - A.C.PAVEMENT 13 GRAVEL BAGS 65 EA. \\ -\- P.C.0 PAVEMENT l 14 SILT FENCE 220 LF. - - - ADD 1400' TO ALL FINISH GRAVEL BAGS o 15 STABILIZED CANSTRUCRON ENTRANCE/EXIT 1,000 Sf: RAILROAD CANYON ROAD � N07f AND RNISH CONTOURS GRADES SILT FENCE 16 REMOVE REDWOOD HEADER J2 LF. ---. ... . RRE SERVICE NOTE: THESE OUANRRES ARE FOR BONDING PURPOSES ONLY. WATER SERVICE THE CONTRACTOR IS RESPONSIBLE FOR DOING 17S OWN TAKE OFF. SEWER LATERAL INVERT EEEVADOV LE POINT OF CONNEC770N P.O.C. MARK REVISIONS APPROVED BY DATE BENCH MARK CER775CA AENV PREPARED BY. DESIGNER: ELEVA7TON.• 1400.873 DATUM: NAVD 29 oPROFESSlO ! 7HESE PLANS HAVE BEEN RENEWED FOR COMPUANCE WITH THE Ol-? Ess/qV, A.N. CITY OF LAKE ELSINORE SHEET 2 DALE.• 1970 Iry t K.MOIL. F APPROPRIATE CON0I77ONS OF DEVELOPMENT AND/OR CITY AND Q� yR� F - STUART ENGINEERING RIVERSIDE COUNTY D49CWA77AN.• E-14-70 STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE �`" yt ti� 7525 METROPOLITAN DRIVE STE.308 DRAWN. GRADING PLAN FOR. DESCRIPRON.•2.7 MILES NORTHEAST ALONG RAILROAD CANYON No.63o56 + m �7/ /� c�'N No.27232 m - SAN DlfCo, C4 92108(619)296-1010 R.B. a� ROAD FROM THE IN7ERSEC77aV OF RAILROAD CANYON ROAD AND z Exp.6-30-o5 a !�-a E.,.3-31 7 a (619)296-9276 email:se®stuortengineering.com STATE HIGHWAY 71, 122.0 FEET NORTHWEST OF RAILROAD * * KiF l SE-WmALa Ace- sG9/t /°/I/I. * * DATE.- - PA3 — LOT 4 TRACT 30496 CANYON ROAD, 6.0 FEET SOUTHWEST OF POWER POLE/ `�� ?`P DAIE `�5• � 9-29-05 CANYON HILLS MARKETPLACE FIE NO.. 1853732E, 1.0 FEET NORTHEAST OF A MARKER POST,A BRASS q�'OF CAt\FOB CITY ENGINEER 9rF OF'CAUfofi pet Q'2 J'0� aos No.: DISK SET IN THE TOP OF CONCRETE POST E-14-70 CITY OF LAKE ELSINORE STUART PEACE,R.C.E.NO..27232 DA7E I�pZ 24B-04-06 App,r-a i6-/-7-os I FPO '�' f lr `r 'I//��f /'�/'i •�/ %' P�V��OP W10n1 OF ROAD 12' MIN. `• o " � % �� LEGEND: SYMBOL J NanvE FL TER FABRIC 6" .. PROPERTY "E —"— CONTRUCnON NOTES AND QUANTITY ESTIMATES COARSE ACGERGAIE MIN. LINE TOP CURB ELE✓A77ON(ABOVE ONE) 81� 114'TO 3' I FINISH GRADE ELEVATION(BELOW LINE) 8� &TYPE 1 CURB AND GUTTER(PER DETAIL SHT 2) 25 LF. � / STABILIZED CONSTRUCTION i TOP OF GRATE ELEVATION TG aTWE 2 CURB AND CUTTER(PER DETAIL SHT.2) 300 IF. 6 MIN COURSE THICK 119'TO 3'COARSE AGGREGATE 8 % ENIRANCE/EXIT INVERT ELEVATION !£ 7;;/�x'r'�m;rxrxr" �' 2"`�'r-#'`#x F a /J - © FLOW LINE g TYPE 3 CURB(PER DETAIL SI1T.1) 300 IF. FILTER FABRIC m BROOKS 1212 CB. 2 EA. :mz auay+m i m i1 n;n;m, a. -_ EXIST. CONTOUR NATIVE a z &BROOKS 2424 C.B. 1 EA. PROPOSED CONTOUR —81 \\ • .. - BROOKS 2424 CB(PVT.) 6a8'PVC STORM DRAIN 104 LF. l BROOKS 1212 CB(PVT.) o--_— 7a 12'PVC STORM DRAIN 7 LF STABILIZED CONSTRUCTION ENTRANCE/EXIT N l - PVC S70RM DRAIN(PVT.) _____ o-CONCRETE SWALE(PER DETAIL SHT.2) 42 LF. NO SCALE z / © EARTH SWALE(PER DETAIL SHT.1J 90 LF. l / GRAVEL BAGS(TIP.) 1 6'CURB It OU77ER(PER DETAIL ON SHT.2) �g- n 1 6' CURB(PER DETAIL ON SNT.1) 10 A.C.PAVEMENT PER SOILS REPORT 12,250 SF. / / CONCRETE SWALE(PER DETAIL SHT.2) - - 11 P.C.C.PAVEMENT PER SOILS REPORT 1,570 SF: WOODEN STAKE / EARTH SWALE(PER DETAIL SHT.2) 12 REMOVE A.C.BERM 26 LF. ' j _T A.C. PAVEMENT 13 GRAVEL BAGS 65 EA. T y..� P.C.C.PAVEMENT -.f.'.��'-- 14 SLT FENCE 220 LF. I y \\ GRAVEL BAGS - 15 STABILIZED CONSTRUCTION EN7R4NCE1tA7T 1,000 SF. FILTER FABRIC / \ - SLT FENCE �� T6 REMOVE REDWOOD HEADER 31 LF. SLO70PP -- FIRE SERVICE NOTE. THESE QUANnnES ARE FOR BONDING PURPOSES ONLY. \/��n'1�• ����\� W47ER SERVICE THE CONTRACTOR IS RESPONSIBLE FOR DOING ITS OWN TAKE OFF. jj / \ SEWER LATERAL ��/ '' I W1TFl TAMPED \I BACKFILL / INIERT EZEVATON l.£. V POINT OF CONNECnON P.O.C. / TYPICAL SEC77ON FOR SILT FENCE 8 NO SCALE N ' 1 EROSION CONTROL NOTES' q A. IN CASE OF EMERGENCY CALL: JOHN CHRIS77AN (303)901-5608 z B. A STANDBY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES DURING WOODEN STAKE�` N THE RAINY SEASON. OCTOBER 5 THROUGH APRIL 15 NECESSARY MATERIAL SHALL T N z 0 BE AVAILABLE ON S17F AND STOCKPILED AT COMEN1ENT LOCATIONS TO FACILITATE } 2'- 5' m - RAPID CONS7RUC770N OF TEMPORARY DEVICES OR TO REPAIR ANY DAMAGED EROSION ® CON7ROL MEASURES WHEN RAIN IS IMMINENT. 2.5 FX7ER FABRIC n C EROSION CONTROL DEVICES SHALL NOT BE MOVED OF MODIFIED WITHOUT THE APPROVAL OF THE CITY ENGINEER. /FLOW D. ALL REMOVABLE PR07EC77VE DEVICES SHOWN SHALL BE IN PLACE AT 7HE END OF EACH WORKING DAY, WHEN THE RW-DAY RAIN PROBABILITY FORECAST EXCEEDS 40 \/ jl,PERCENT. �. T. I I SLOPE E AFTER A RAINSTORM,ALL SLT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS I ( 6'X6'TRENCH - . - AND DESL7ING BASINS ANY GRADED SLOPE SURFACE PR07EC770M MEASURES I I W17H TAMPED DAMAGED DURING A RAINSTORM SHALL ALSO BE IMMEDIATELY REPAIRED. I ' BACKF ILL V LSIL F. FILL SLOPES AT 1HE TRACT PER/METER MUST ORA/N AWAY FROM THE TOP OF THESLOPE AT THE CONCLUSION OF EACH WORKING DAY. TYPICAL SECTION FOR SILT FENCET FENCE - - _-- - C. THE CONTRACTOR SHALL BE RESPONSIBLE AND HAVE SIGNS POSTED ON THE SHE TO - - ® _- - PREVENT PUBLIC TRESPASS INTO AREAS WHERE W47ER 1S IMPOUNDED WHENEVER NO SCALE THE DEPTH EXCEEDS 2 FEET OR CREATES A HAZARDOUS COND1770N. 3 ROWS OF GRAVEL BAGS LP - -( 6 A & _ 9 sEcnoN RAILROAD FFr CANYON ROADXRADILS m GRAVE[. BAGS AROUND AREANO SCALE DRAINS MARK REVISIONS APPROVED BY DATE BENCH MARK CER77RCA DON PREPARED BY. DESIGNER: ELEVATION: 1400.873 DATUM. NAM 29 FE33IpA,g` THESE PLANS HALE BEEN RENEWED FOR COMPLIANCE WITH THE Q PROFESS/ONgI aN CITY OF LA" ELSINORE SHEET ``� \ DATE.* 1970 �`�.�< N. Fy Fi APPROPRlA7ECONDITIONSOFOEVELOPMENTAND/OR CITY AND �� T Pe Fy STUART ENGINEERING DRAWN: RIVERSIDE COUNTY DESIGNATION.• E-14-70 STATE LAWS AND HALE BEEN FOUND ACCEPTABLE ti e - 7525 METROPOLITAN DRIVE STE 308 h S Z y 4 EROSION CONTROL PLAN FOR: DESCRIPTION.•2.7 MILES NORTHEAST ALONG RAILROAD CANYON � No.63056� r^ '/ � ci No.27232 m SAN DIEGO, CA 92108(619)196-10f0 R.B. � 3 ROAD FROM THE INTER, OF RAILROAD CANYON ROAD AND z Exp.e-3o-oe z l(.a -- / Ex1.3-31-07 s (619)296-9276 email:se BstuCrtengineering.COm STATE HIGHWAY 71, 122.0 FEET NORTHWEST OF RAILROAD * * KE•V 3E-a-Al l 2ce rr S69/S /o�zi�cT- * * DAB' PA3 — LOT 4 TRACT J0496 S" CANYON ROAD,6.0 FEET SOUTHWEST OF POWER POLE/ 11), ?P DATE 9-29-05 FILE NO 1853732E, 1.0 FEET NORTHEAST OF A MARKER POST, A BRASS CA1-1F CITY ENGINEER 9lFOF GA�1F0� JOB No: CANYON HILLS MARKETPLACE DISK SET IN THE TOP OF CONCRETE POST E-14-70 CITY OF LAKE ELSINORE STUART PEACE, R.C.E.NO.. 27232 DATE 248-04-06 (oZ p r /r`1pwd /6-13-05 Ya,-s !/�ss•t. ,Y_ �( `� x �