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HomeMy WebLinkAbout1622 GENERAL NOTES . CONSTRUCTION NOTES - & ESTIMATED QUANTITIES 1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS t__4 CONSTRUCTION - CURRENT EDITION. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. 1Q--- CONSTRUCT 3" A.C. PAVEMENT OVER 4" AGGREGATE. BASE PER 2. ALL PIPELINES OR STRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER TYPICAL SECTION 64,795 SF METERS, VALVES, FIRE HYDRANTS, ETC., SHOWN OR NOT SHOWN ON THESE PLANS WITHIN2a--- CONSTRUCT P.C.C. CURB AND GUTTER PER CITY STD. NO. 104, TYPE A2-8 3,620 LF THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST IN THE CITY OF RANCHO CUCAMONGA3�-- CONSTRUCT P.C.C. SIDEWALK PER CITY STD. NO. 103 2,860 SF TO THE CITY OF RANCHO CUCAMONGA. Q4 - 3. A PERMIT SHALL BE OBTAINED FUM THE CITY OF RANCHO CUCAMONGA ENGINEERING CONSTRUCT P.C.C. SPANDREL AND GUTTER PER CITY STD. NO. 106-A 1,872 SF DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN THE CITY OF a- CONSTRUCT P.C.C. SPANDREL AND GUTTER PER CITY STD. NO. 106-B 1,664 SF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. # INSTALL STREET LIGHT, 5800 LUMEN, H.P.S.V. BY S.C.E., PAID AND 4. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR COORDINATED BY DEVELOPER. 0 EA CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. �- 5. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING INSTALL STREET NAME SIGN PER CITY STD. NO'S 401-A a 401-B 4 EA ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY O8 - CONSTRUCT P.C.C. DRIVE APPROACH PER CITY STD. NO. 101-A, "W" AS SHOWN ON OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE % PLAN 199H0 SF SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND OR SURFACING. LOT B 6. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMiTTED TO THE CITY kj 3 ', 10 REMOVE AND RELOCATE EXISTING STREET LIGHT 1 EA ENGINEER, LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY, OIL t, CONTENT AND GRADATION OF ASPHALT PAVING. F 2 ?4i 3 10 11 20 21 33 34 35 11 SAWCUT AND REMOVE EXISTING CURB AND GUTTER 405 LF 7. WHEN IMPROVEMENTS ARE TO BE PLACED ON NA.TiVE SOILS WHICH CONSISTS OF A ROCKY 12 32 4 h 22 12 SAWCUT AND REMOVE EXISTING PAVEMENT �50o SF -lo,MATERIAL, THE SUB GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH I CL 2 Qr 4 DE RAIL PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH /O / �. JO 9 pG j HID DRIVE 13 JOIN EXISTING PAVEMENT AND FEATHER OVER FOR SMOOTH JOIN 760 LF FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. / \ A'1\ U 5 0 13 1 8 O 23 31 U 36 14 REMOVE EXISTING STREET TREE, SUBJECT TO TREE REMOVAL PERMIT 8. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR O �,� $ 2 l u 18 EA THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON -4 d REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY aQ ��O SIV ? 14 W I 37 15 INSTALL STOP SIGN 30", PAINT LIMIT LINE AND STOP LEGEND 4 EA ENGINEER FOR APPROVAL. AS 3 C9ry 7 Y 17 U 3 24 30 4 + RAISE GATE VALVE COVER TO GRADE 7 EA 9. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY �� 6 V 15 w 25 29 0 STATE THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE �► vR,!xv_ 10 m DAVE Er 16 Z 38 �- CONSTRUCT UNDER SIDEWALK DRAIN PER CITY STD. NO. 107-B 2 � INSPECTOR. 2 3 AIc c l<k 26 APr 28 a �- INSTALL W53 "NOT A THRU STREET" SIGN 3 EA 10. THE RESPONSIBILITY OF ADJUSTING MANHOLE OR VALVE COVERS, PAVING REPAIR ANDf \ 3 far 39 PAVING REPLACEMENT IN A CONNECTION WITH SEWER AND WATER, GAS, PHONE, ELECTRIC, / OR ANY OTHER UTILITY LINE, INSTALLATIONS WILL BE THE RESPONSIBILITY OF THE OWNER, '2 \ , / U � �` 27 * TO BE INSTALLED BY SOUTHERN CALIFORNIA EDISON, COORDINATED AND SHALL BE ACCOMPLISHED IN COMPLIANCE WITH APPURTENANT ORDINANCES AND (THROUGH CITY TRAFFIC SECTION) AND PAID FOR BY DEVELOPER. STANDARDS. 091 a � W 11. ANY CONTRACTOR PERFORMING WORK ON THE PROJECT SHALL FAMILIARIZE HIMSELF WITH O / V THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES :1 I I RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH \ I a FACILITIES ARE SHOWN ON THESE PLANS. INDEX MAP 41 12. SHADING ON STREET PLANS INDICATE A.C. PAVEMENT, DETERMINED BY STRUCTURAL - 7 SECTION LED. TO BE INSTAL SCALE 1 - 200 a m _ 13. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES INDICATES SHEET NO. I I SHALL BE AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB- \ GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING I STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. 14. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 15. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF SAN BERNARDINO UTILITY CONTACT CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY NATIONAL FOREST TACKSTEM THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL STREET BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. SITE w Z CONTACT THE FOLLOWING, AS REQUIRED, 2 WORKING DAYS 16 FORCONTYOUR CONVEN ENCE ARE IESAS Q HIEEFDOLLOWIONGKING(SEEAUTI ITY P OR LISTHEREON) TON. PROVIDED z HIDDEN a R��yOsrfy PRIOR TO EXCAVATION: FARM ROAD TO GENERAL TELEPHONE COMPANY: 800 483-3000 17 THE PRIO CITY ENGINEER, R TO TIO ST LIOF STING L TESTS OR DETERMINATIONSY PAVING, A MATERIALS ORCOMPLET DT SHALL E TO BVERIFY DSIEVE a CARRARI PROJECT 280 SOUTH LOCUST ( ) ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. o STREET _ 'O/y �� w LOCATION P.O. BOX 2920 POMONA, CALI FO 91766 18. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN W Z > SOUTHERN CALIFORNIA EDISON: TO CENTERLINE STRUCTURAL SECTIONS (PRIOR TO FINAL PLAN APPROVAL). = HILLSIDE v a 7951 REDWOOD AVENUE (909) 357-6160 19. THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL NOT Z FONTANA, CALIFORNIA 92336 BE PLACED UNTIL ALL UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN VICINITY MAP NUE CUCAMONGA WATER DISTRICT: (gOg) 987-2591 INSTALLED, ALL ON-SITE IMPROVEMENTS INCLUDING ALL GRADING HAVE BEEN COMPLETED, 9641 SAN BERNARDINO ROAD AND ALL UNACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND NOT TO SCALE RANCHO CUCAMONGA, CALIFORNIA 91730 REPLACED TO THE SATISFACTION 0 THE CITY ENGINEER. MARKS CABLEVISION (909) 987- 6275 STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NUMBERS 401-A AND 401-B 20. 10808 FOOTHILL BLVD * 120 SHALL BE CONSTRUCTED AT EACH INTERSECTION. RANCHO CUCAMONGA, CA 91730 SOUTHERN CALIFORNIA GAS COMPANY: 427-2200 RES. 216 N EUCLID AVE CO)80427-2000 COMM ONTARIO, CA 91762 6'-6• R/V t wV METROPOLITAN WATER DISTRICT: (909) 593-7474 REMOVAL LIMITS 3r 30' 700 N MORENO AVE � 3' OR r 3' OR 4. 12' IB' I8' 12, LA VERNE, CA 91750 DESCRIPTION OF REVISION DATE PER PLAN 91 9' 9' 9' EY 4 CITY PACIFIC TELEPHONE COMPANY: (714) 999-5639 APPROVED: a W EXISTING SURVEY MONUMENTATION: CITY OF RANCHO CUCAMONGA 11--8.57 a 2' _ oar R=6,33% a 3' � � I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD(s) THAT COULD BE FT, E�29' LEVEL ---- L)�E ' V4�' DISTURBED BY THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST IN THE FIELD ARE PRNATE E]NGINEm NOTICE m COFmcmR EXIST. PAVING ------- ------- - - ---- . SHOWN ON THESE PLANS AND ARE DESCRIBED AS FOLLOWS: NONE STREETRO .:, N'f PLANS1HE EXISTENCE AND LOCATION OF ANY UNDER(;ROUND URRY PIPET DR STRUCTURES SHOWN ON THIS PIAN ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR K40KEDGE THERE ARE NO EXISTING U17LMES EXCEPT AS 90" ON — — — — — — — 0.0197. 0.019% FOR THESE PIANS. THE COKTRACTOR IS REMIZED TO TAKE DUE PRECAUTK! vtY METHODS — — — — — — TO PROTECT THE UTILITIES SHOWN AND OTHER LINES OR STRUCTURES NOT SHOWN aNTHESE PLANS. BAS — — V CF V�24� GUTTER ■ NOTES SIDEWALK ON PADDOCK PLACE ONLY ;S�C):V4 CITY OF RANCHO CUCAMONGA &L COMTRWM 40 SUBCONTRACTORS PEFIFOIWIG WW ON OR REIATED TO THESE PLANS SHAT COM THAT SO 1w�TA ALL +E1IPlDYEES ARE 3' &C OVER 4' AB • C.MQ��! EIENCHNIMM LIMBER 10 TRACT 14771 PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC 6 PROTECTED. ALL CONTRACTORS _� J' ` ELEVATION: 1742.913 AND %*cwRACTM SHALL COMPLY wrTH THE'ooCUPATIoNAL SAFETY AHD HEALTH TYPICAL SE`�CTION/C�RTOSS GUTTER TYPICAL ROADWAY SECTION cn SGUU7�OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS •CONmRUCt10N TO PAVING J011`I DETAIL w No ?Or'1915 D/W 82t SOUTH OF POLE # 1072464E. EAST SIDE v� t} CHIS. TOP HIGH CURB, SOUTH SIDE OF ETY a OF HERMOSA AVENUE, SOUTH OF WILSON AVENUE. APPROVED B Y : . N.T.S. r DATE: o %� RCE N O 2495 AM�s FCOMPUANCE WITH THE �A ��D HEkTHrDas EY'.a ' X CITY ENGINEER/G I N E E R DESIGN RECOMM AIDED uTTor�oF THE u.s. DEPARTMENT of HNHXISTRUL RELATIONS•coNSTRucnoN SUNDOWNER COURT T.I. = 5 R = •��. .� '^ � ' SWETY �A4=� BENCHMARK (CONSTRUCTION) BUCKSKIN COURT T.I. = 5 R = _�1t7 CONTRACTOR FURTHER AGREES 1FMT HE SHALL ASSUME SOLE A!D COMPLETE DH F SPONSIEALM FDR JOB SITE CONMONS DURING THE COURSE OF CONSTRUCflON OF LONE ACRES COURT T.I. = 5 R = THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AMD PROPERTY; THAT THIS ELEV. 2205.56 DRAWN REWIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WWOV HIDDEN TRAIL DRIVE T.I. = 5 R = SET N. & T. L.S. 3002 T.C. 32.2' W SHEE HOURS; AND THAT THE CONTRACTOR SHA1 DEFEND, INDEMNWY AND HOLD THE Oww PADDOCK PLACE T.I = 5 R = mo THE ENGINEER 4- CONNECTION WITH THr"sS PPRRaECr�EX MR UABUYY ANY AND ALL +G FI" THE REAL OR CENTERLINE CENTERUNE HIDDEN VEN FARM�ROAD N. � & MS — OF NEGUGENCE OF THE OWNER OR ETIGINEER CHECKED NO 20596 DRAWING N0. _ DH, DEE, SCM DATE FILE NO /�a� 1 '009- 60 VC-oc18. 159.08 • O.c. PI= 24r.4o oc ,; r �, 4.98' 17.18' 57.53' TAN 138.60' QC 9.�'15� 15' 1 .!5' �v EXISTING GROUND At N LY T.C.---11 )1 OF W2Y OC OC \ 3 CITY OF RANCHO CUCAMONGA ' RB PROFIL EXISTING GROUND co 1750' 17.50 � 19.50' 250 / AT W'LY T.C. v m o .� KNCRMARK TOP [F > 0 00 �►� ViVA 1 J ` �/ *V � U CDA 1742.913 80 gLo N M U'� ►+ a W'W / q � CHIS tf TOP HIGH CURB. SOUTH SIDE OF 1Y C>�B ao >N c c�ii civ W N of V O / p/W 821± SOU`H OF POLE + 1072464E, EAST SIDE 40.18' VC PORTION OF 100' VC o N �,, n; w v N N H m to o� U) ,� Of HERMOSA AVENUE. SOUTH OF WILSON AVENUE co 5 PI=202,74 PI=204.80 c�ti v o N ti c' ,5b�1• R" m y •�• V +h a di N h 0 bs. R IN=3.82 �� � v R, 636• cv Q o; �� 245 N d� N � 41 lU 55 �/ 44 N cu CU U N ccl)u > co )j tl ? N N N / ,�► ILj `� v '� `; W N TOP WILY CI�RB BENCHMARK (CONSTRUCTION) 9r4 9'4 9'4 Y4 p1• oo ,. V ui a W ELEV. 2205.56 w > ! A tri Q1 x w r �'�1�. 1 0^ �-4 ^N W ,�,�adf' 10' 10' 10' 10' 29.30' 10' 10' 10' 10' 29.30' 10' 10' 10' 10 'Q``•t �N N N "'� .�- PROFILE SET N. do T. L.S. 3002 T.C. 32.,2' VI' w $ -• °�' �} t rr�tlfitlrlr,C�ReUNb r CENTERLINE HAVEN do 700 N. + N + � Dc oc oc oc oc ac ac oc oc oc oc ac oc Dc � .,rod � N� � - s 245 f s ►"' "' cY' cY' 40' VC 40' VC 40' VC 2 5 45 ` ?. CENTERLINE HIDDEN FARM ROAD / o `u '' PI=241.72 PI=245.60 PI=241.19 ��R_= 4, 45 2 �- .-. 40%000 CVN �� Ci cu uj { t ccn %u CENTERLINE ' N +.N CENTERLINE PRDFfLE > ai o %D m u i •�' P.z. 40.6 ' # coil cov 2 .+. �� M"' M w� N 15' 15' r5' I N N .r v V L g°° EXISTING GROUND v M N N �' 1 205 EXISTING GRAND o N AT CENTERLINE w^+"' i c9 us ° ri ; 27> AT CENTERLINE �. �","' 1 M�� - 245 235 J t m Q - N N 255 l vi ch R 3.13/. tC � 7 r g � in uj M 100,00' VC , . +N ° PI=204.63 v ,� p N t} N t ��• , v 30' 10' i0' i0' t� �} O °� N N .ter" CEE LAVE i w �.�3 I. 104Ui mr+ PROFILE 06C\j4 115' ru M �' o �D N Q ' VC _ 235 `" -� 4 m a - - -. c+ti.t c j + <`' c"� N K•4. r'� ti lti _ 2+ J c�ct► PI=243.67co I. >�, i _ �� a N. I C11Xch oN ��� � NN / � o N o o v + o / 40' VC G cu p cu cu C1,, �C'7 N -w N _ C> c6 ti + + N / PI-241.19 b $ - - r I 10' 0' 10' j o d N 205 X 245 235 ; a _ / " 255 E ISTING dRDUND l TDP OF ELY EXISTING GRO11N OE OC OC OC �N Nr s' 15' rs' INV ---4AT ELY T.C. CURB PROFILE 636I• m� co, # TAN R=4.41% AT ELY T.C. R= _ f 240. �S ,�3 �, /ti1� asG Gt>Iburtb 40.18 VC PORTION OF 100 VC � � � .r `r � 'L ti OR Y C. •� t r , --215: PI=243.06 PI=204.80 c f' M o 2 3 5 2 45 _ _ . _ . . ._ _ - 2 _ R IN=3.237 TIP 1'F o Lo / pl• > _ ct, ti "/ �0� � 4 5' °I'4 �I`4 °!'4 9'4 o a` 13� ria c°i w E'LY CUM 0�; f4=� PROFILE E / M Rr co w w� 01 I LQ CU f J2�Ih V t 205o � tai �'� a (0=02, 4%) o + 1w cn 225 235 NJ I d i " m c+u cu cu c Q�p di♦ y Ki > lt1 t� �h wo oN ONC)o vN cu lQ 1Q N1tOt N N m N 1 cu ccu N cri ri o `,+D N "' X1.21' 57s3' P OFI LE SCAL ' lo' 15' 6, € I m ri o '+ + ti OC TAN v ti . HORIZ: 1" = 40' 9'4 `k° 4'4 e/4 Pow 6o'vc a. I = PI= 2 6 O.c . VERT: )" 8' 49. 5 1 2 3 4 5 6 2 3 4 TACKSTEM STREET RINGSTEM DRIVE � � SCALE 1"=40' PER DWG. NO. 1289 CONSTRUCY ON NOTES SHT. 3 OF 1 m 2 PER DWG. OF 1289 0 (EXIST. IMP'S) 1 CONSTRUCT 3' A.C. PAVEMENT OVER 4' AGGREGATE BASE PER TYPICAL SECTION SHT. 5 OF 21 � (EXIST. IMP'S) q rn 0--- CONSTRUCT P.C.C.CURB 8 GUTTER PER CITY STD.NO.104, TYPE A2-8 N U O '� , 3 rn Z 6 U A�� 4a- CONSTRUCT P.C.C. SPANDREL 8 GUTTER PER CITY STO.NO.106-A z Q ' 30, 3p N m 0 m a b ? A co vco o w SGPT 5�- CONSTRUCT P.C.C.SPANDREL 8 GUTTER PER CITY STD. N0.106-8 ' 7 - INSTALL STREET LIGHT, 5800 LUMEN, H.P.S.V. BY S.C.E. PAID ANTI COORDINATED Y Y Vx . 18 ? 7 2 - b N 9 U Q n 6 - , ; 7 3 * + 8 + U ; m 3� w 3 . , BY DEVELOPER 18 ►� to 1 31.2j '( 2 R •+ �+ 30 1 30 v c Z 3 P 2 cr- m 4 I 1 / + 39' 7 INSTALL STREET QNAME SIGN PER Cl'Y STD.NO'S 401-A 8401-8 313• W 30+23.40 ECR I 15 2 06' B 5 15.34 1914 0 Rp,O o c�i� 12' ' �, O �- RINGSTEM DRIVE Z c� o ��h - ` 870d� 7696' 61 s �2 Z Y 18 18 12 G � 0 ��N 8 CONSTRUCT P.C.C.DRNE APPROACH PER CITY STD.N0.101-A,"VY"AS SHOWN ON PLAN JOIN EX. IMP'S - r7 0���` 14 C 1 Id vo �k5 u Q �'� 7 v /+ 2 c-� r` S N �.,� 00. � � °� 22+32.90 ECR F- j " ,L� W /3 00 + ,�°z41 ,°,�3a :o '00 1 2, �,�� 2`�ti�OZ���Oc`� D �� F TACKSTEM STREET z BCR ± 2 I qi.� p + �� JOINT EX. IMPS N Q+j ,ZR1`� :�, Ic, b 8 �- SAWCUT AND REMOVE EXISTING CURB AND GUTTER 1 U 12 13 ± II �' 2� 14 16 °�a� oo N10*55'12"W 3 Z'���� �Zc 4 NO.00'24„W 6 22+64.32 E.C. o �0� ? _ 2¢ � ' 14 12 SAWCUT AND REMOVE EXISTING PAVEMENT 7 42 7C _ r - W _ - - 2 .c`s TACKSTEM STREET _ _. _ _ _. � p �- � 0� _ _ 246.75 Fl- o L i SAWCUT LIMIT o cv �°'' Z 2Q/5¢�c $, J n 13 JOIN EXISTING PAVEMENT AND FEATHER OVER FOR SMOOTH JOIN SAWCUT LIMIT SEE TYPICAL SECTION ' 1 + `� °`° •�`` 2 2°'t; r t6 't� r3.oc,� 11 6' OFF EXIST. 11 I I `Z°` �0 -w op. N22.32'OOT �N• ' 3 14 REMOVE EXISTING STREET TREES, SUBJECT TO TREE REMOVAL PERMIT ON T 100,47 35, 42 0.c. i 6 OFF EXIST. SH 0. 1 lUL2"� U yY. 12 - 471-C ?4 2 2 U '�`�i 240. 7 4 .' 3 IL CURB FACE2 SEE TY ICAL g CURB FACE �; 18 �� W 944 - S w s Vol m 6 6 � 2a .80 FL \ 15 INSTALL STOP SIG 0 PAINTED'. n, F 13 '�' N, 3 AIN ED LIMIT LINE AND STOP LEGEND 14 / H SECTO - 2 W � �- 31+06.06 BCR RINGSTEM DRI - 5 v- E PER DR G. N 1289 co E 2 A Ir 0 Go U 130 , ON SHT. N0. 1 - ri 24762TZr JOIN EX. IMP'S " `� L v w g' W SH T. 5 OF 21 1 4 �Z•� 61 - RAISE GATE VALVE COVER TO GRADE " ^ m � � _,� � i 13 O U 51.15 I iI 60' 11 I I II ( 2�8 14 FH ,?��75 F[. 3 ►i 3 ,� co 2 I I I Zp 5?.23, 18 INSTALL W53 'NOT A THRU STREET' SIGN It r v� I 12' 18' 14' 16' 23+24.32 BCR/JOINT EX. IMPS i I 4,q K c\je' + b 6 3 I II II I TACKSTEM STREET I I�a ECR 2 ??9? 52 TO BE INSTALLED BY SOUTHERN CALIFORNIA EDISDN, COORDINATED (THROUGH CITY TRAFFIC SECTION) AND PAID FOR BY THE DEVELOPER, 6 27+82.58 ECR I III Ij' m m 4 BUCKSKIN COURT RINGSTEM DRIVE - ` - _ I I H o r-- BUCKSKIN v I II II PROTECT EXIST. STREET 1 III II o v 1d m II m 1 II - IV LIGHT IN PLACE II I 11 � - r 28+27.58 t� RINGSTEM IIRIVE o III TACKSTEM STREET O g DESCRIPTION OF REVISION DATE CITY W � APPROVED g SUNDOWNER 27+54.70 TA KCOURTC STEM STREE I I w II � � � oz I o CITY OF RANCHO CUCAMONGA co TRACTII ,I � N0 . 14771 28+72.58 BC CURVE TABLE RINGSTEM DRIV STREET IMPROVEMENT PLANS 28+80.23 BEG. RE QY S (8+92.23CDWY. BUCKSKIN COURT ( PRIVATE)NO DELTA RADIUS ARC LGT TAN -- g 28+98.80 EXIST. 1-sJ W=18' x=3' SUNDOWNER COURT ( PRIVATEI .A as'15'50' 21.00' 40.18' 24.86' 15 DWY. B 0.53148' 318.00' 4,98' 2.49' 13 11 t� ' 29+04.23 END REMOVi "� C 8 47 27 112,00 17.18 8.61 II QROfESSp�V APPROVED BY: i, •� � , DATE: E 10'54'48' 300.00' 57.14! 28,66 , II ��O �,`1 0. , CITY ENGINEER CSN rill � RC.E. NO. !12'!! 18' 18 1 --�AE 21 04 52 112,00 41 12 � , '2 , 20'� vtii '�� � DESIGN � F 208'58'30' 38.00 138.60 _ N J' RECOMMENDED II 14 . No. 20596 r^ m �' - -9 G 92�07;06� 27,00' 43.41 i 28.02� » » oc* Exp. 9-30-97 * nN II 90,00,00,°° 27.00 479 27.°° DRIVE DETAIL B ,� I 29'16'.30' 112.00' x7.88, 29.60' �, �+IVtI �\t. DRAWN SHEET J 239 5r 10 36.00' 159.08' 66.01 F K 29°55'd5" 112.00' 58-50' Q9.93' � CALIF .1P lc Ai15- of CHECKED DRAWING N0. R.C.E. N nu Ing- DATE FILE NO i 1 r 11 EXISTING GROUND 29,32' OC 57,53' TAN i 42,41' VC / 89.65' AT W'LY T.C. o o PI=185,33 c o �► N N > m y, In FL,00 R" } M N m u� w fl- cu N w cu R'S 2A u m ``;Q'- o S %PORTION OF 100 VC M� 0� cu >`°c\j ti f cu w cu cq PI=185.42 v / o,cu cu as ccu N N cu 4 x w i a o 'u Oq 15' 15' 15' 15' �-' r w R IN=0.17% Q, , 1• �, o In TOP OF V'LY v w 22� 200 n'Iri , 5� m CURB PROFILE + °G OC OC OC OC , . 4/4 914 9'4 9'4 L) cls�-� c�%�` iz, Lr)+ �, cu 4, + M w N A 4.66 4.66 4.66 4.66 39.64' 60' VC 39,64' 8 ni / OC PI-228.54 OCci ` s 0 OC OC OC OC U t\ O� 00 ♦ `�,Q`` o o °+°o cu RI TOP OF V'LY %�3��' 58_64' VC 139.28' ill or �' o A M + °^q CURB PROFILE PI-221,88 OC ; I w r. P vi 0o In.,o 1 �0W v ~�+ � 230 _ ' EXISTING GROUND EXISTING GROUND u AT W'LY T.C. R 3� - - , AT CENTERLINE o cu ' c,R,� i CENTERLINE PROFILE ` i ^ f PDRTIDN OF 100' VC > > N f w EXISTING GROUND w o as A00 v v 1 80 PI=185.25 N / .1. AT CENTERLINE Q, m °.°N ° u '>'-'N 220 E R IN=4.98% > � \ � / �ti`3c�� om ^cru Ii R' coN �� o�oN } w ��C) cuW o� �to V,N �(N +N ^o f I N �y l M(\J . { j + A a'r\ + n' 15' 15, I i p cu CENTERLINE PROFILE pl• gM QN Nr. 5 wN CZ 3 190 ick o $mN� � � `-° r 9`'� 60' VC 30' VC I � s In N _ v c'i o PI=221.81 PI=225.87 o, 06 ti + + oo u� .� . EXISTING GROUND AT E'LY T,C. - r 1 ' co TOP OF ETT ' / R w ti j 80 �n``' / 1 CURB PROFILE cu cu 220 _ cicuv Nt 10 ,09' S�1' ti > / f ' I TDP OF E'LYcu In LAJ Cu co Oc u cu �' `u CITY OF RANCHO CUCAMONGA L ^ F N / u o CURB PROFILE S BENCHMARK NUMBER 80 ' w c o a t ELEVATION: 1742.913 1 42.41 VC / ti 00 Z +o /� 14.66'14.66'14.66t4.66 CHIS If TOP HIGH CURB. SOUTH SIDE OF 4 s PI=181.30 0, �'ti g01' D/W 8T± SOUTH Of POLE 11072464E, EAST SIDE / -W— +-•+ ,1`j ` +� Oc OC OC DC of HERMOSA AVENUE. SOUTH of NNLSON AVENUE cxi 190 N _ v °Y4 614 9'4 "'4 / 58.64 V C ... n; PI=221.88 / as ��- IXISTING GROUND BENCHMARK (CONSTRUCTION) I 1co n, AT E'LY T.C. 29.32' 57.53' ELEV. 2205.56 I { c w OC TAN SET N. & T. L.S. 3002 T.C. 32.2' W oa Cu CENTERLINE HAVEN k 700' N. j �' v 41 00 1 + 1 �O CENTERLINE HIDDEN FARM ROAD c� cv c� .� 0 m cv Lr) i I o c\1 _ v.o { r• 4. + - t co PORTION OF I00' VC PROFILE SCALE I PI=185.42 HORIZ: 1" = 40' R IN=7.63% VERT: 1" = 8' _A._ .i a 1 CONSTRUCTION NOTES GUTTER TO DRIVE �— •� ♦ — TRANSITION DETAILS 24, i �' CONC. GUTTER ��» » ., RINGSTEM DRIVE c AND D ONSTRU T A.C. PAVEMENT OVER 4 AGGREGATE BASE PER TYPICAL SECTION `J 4t~ PER GRADING PLANS 1 CONSTRUCT 3 SCALE 1 =40 � ` / EXIST. IMPS h0 V ( ) � ac ] PER DWG. NO. 1289 2 CONSTRUCT P.C.C.CURB 8 GUTTER PER CITY STD.NO.104,TYPE A2-8 7 5 LINITS i 'CD /p 34 ER PER SHT. 6 OF 21 b o-- DRAINAGE R � PR I VgTE L GRADING PLANS L 34+ INcSTFM .o p Sa.— CONSTRUCT P.C.C.SPANDREL 8 GUTTER PER CITY STD,No.Ios-e A I NAGE EASEMENT r���l �l 4 15, ► �+ ; Q 06 OR/ /l /1rr r, I'r •rl 1 L 0 3'X DRIVE 3'X / (R//� 46 I I p 8 I �— INSTALL STREET LIGHT, 5800 LUMEN, H,P.S,V• BY S,C.E,, PAID AND COORDINATED 15 152,86' c, ,' !r TR G'q( 2�� -_ 1 ✓p/N ScTF,1,! D eCR / L p � � BY DEVELOPER ,' `ti'1 c,-.� 'q/C EAse/�.� SCF H r � m R/� V � Nj U U I; '`. N ( Il �N� \ / C�JfT AC af J 12 SE /Alp,S � //l/ X87 + m w _ m .� 9 "� Q 7i�— INSTALL STREET NAME SIGN PER CITY STD.NO'S 401-A 8401-B O w :°':.F �c',)6, ` _ _ _ S 0 16 - 27 13 p E T 5 ^ °' �' °� 1 8 6 p� z o A=37.17' 1 11 2 6 1 m 1 _ 1 Iri W m N tp 1 6 CONSTRUCT P.C.C.DRIVE APPROACH PER CITY STD.NO.101-A,"VY"AS SHOWN ON PLAN 41 13 S �L'T�—/C�� / 14 /' N • � 5 1 NI (V 4►Y_u/__'7 N $ ai «. 1 7 3 �i l�� n 41.15 .�� �j m RINGSTEM / nr DR�9//y �'R/V 1 nll I -� W r 6Cl O' 1 £CT10 84,6 �' 892' 15 .►'. 6 �L + E rn 2 I 01 3 'P'S08 '�^� qCF A ',1u1rM 1$ ( M O 0 N + q C! r\ / 4 x £ F M/ B n 0 S 0 C� 0 0 z F T / /� 34 o C Re F XI ST �s AW UT AN REMOVE EXISTING CURB AND GUTTER f- DR A CC/ E I 8 83 N 2 3 2 0 Lo co v/ MT , 1 q/( E qC N q / 24.89' 114.00' 24.61' 26.18' 19 4 CE O a� / 11 l 82.6 ��� dao N I o:% 2a.7e. 0 11 S C D w W VE ^� S ' o g ^ ^ ^� C► I 14 �MFNT (R/NCST 6 &C V / /l l E 8•j8��, ti �0 �_ _ -__-_-_ -_-__-- -__ ___-- __ _ b ___ b� 22 �0L 12 SAWCUT AND REMOVE EXISTING PAVEMENT w J Q� 1 JOIN EkM DRQ �� / //// 80,6 16 �2 g^,b C 1°'h����` 1 ro 00� 2���� `Z���gLc` F 13 JOIN EXISTING PAVEMENT AND FEATHER OVER FOR SMOOTH JOIN (am►o r�Q a U W 13 IMP SZ)Q Z / E �F �0 -�0 13 NO.00'24'V 4 �� bo 5 14 REMOVE EXISTING STREET TREES SUBJECT TO TREE REMOVAL PERMIT °' a I It � Q ►� / ZZ ZZ \� v o 2� �� ,�o. e�. 00 vi I air II N w / -- -- —-----— -- ti .C, W r� Z 11 O I I 3 2 �„ / I,2 �,.Sb 8,9e, _ -� �0 �Z`Z 15 INSTALL STOP SIGN 30' PAINTED LIMIT LINE AND STOP LEGEND + ) + I II o + - x 00 N O / / o N �t I I I V D . / LL- (o / �$�CF 14 1 D I N I 16 .�, <,, Z o N 0o O A 76, 07' 1 �� 5ati� 21 16 RAISE GATE VALVE COVER TO GRADE '`� o II II 1 ►�6v ,� z o 28. 84' 44.06' 100,04' IV.40' 26, 18' 2 6 2 FH h q II N �• n / Y 2 17 CONSTRUCT UNDER SIDEWALK DRAIN PER CITY STD.NO.107-B 3 °j o' n� + / , /Y , d V U E U 8,83 Jt, g c �V do � p ^ 3 L- ,� /72'// 6p + W m W I ?B.Ip18 INSTALL W53 'NOT A THRU STREET' SIGN DRIVE DETAIL " C" + '� �'� ,0 cam / / / / cv = _ o 78, cv �' 2 rJ ( 39.Ob ,� J 4, <o m 4' `., cn o l/ / /lam 78, l/7 18 rn -� _ 8 2 4 o f 23 a ^� ��' o m M' / w / // / �/ 2 ' 1- �r . - a ori , V TO BE INSTALLED BY SOUTHERN CALIFORNIA EDISON, COORDINATED (THROUGH Q � f co N 3 s- 'tom 22 CITY TRAFFIC SECTION) AND PAID FOR BY THE DEVELOPER, �V // ' 0- + 'a l � � 11 11 1 8 N » _ Il Z A 1 DRIVE DETAIL D LONE ACRES COURT \LOT A 6 26+69.46ag \ �' 1 11 SCAB '._�• rn � e °cv° SCALE 1"=40' 4424' 11 1 70 C� 1A R}VE o \ \ 7 ` 11 1 CITY 2�+547 5a R1NGS�M 0 DESCRIPTION OF REVISION DATE APPROVED. z o ��2, 40T B 32.23 — , 1 _28+2 15' LOCAL �N� - CITY OF RANCHO CUCAMONGA 11 1 tgCkST - F21? TRAIL EASEMENT t4 �, rn S�REE� 1 A 1} o = FM •C �- _ , — `� STRF ,1 14 - 68,1F =�� , - SEEM - 11 1 TRACT N w i K CQ. o FG 1 11 1 �.s' PRIVATE _ STREET IMPROVEMENT PLANS CCURVE TABLE p,WCV� UM15� 1 ���� 4 , DRAINAGE EASEMENT s 1 Il 11 1 S X �, 14 OFF E GE 1112 - 11 A I LONE ACRES COURT ( PRIVATE)� NO DELTA RADIUS ARC LGT TAN uFtB 13 '` 5 DATE <vi O �� \ �o ,�`b �\ \ � tib' o 1 Q CN APPROVED BY: i . A 90'00'00' 27.00' 42.41' 27.00' G / • v ` o \ qa '��. U A 1 �oF Ess, B 18'12'51' 282.00' 89.65' 45,20' O �� �,,, \ Cb b �'-_D 11 11 1 �o F,'1 C C 18.12'51' 300,00' 95,37' 48,09' cti 2� \ F` CITY ENGINEER RC.E NO. 24953 D 18'12'51' 318.00' 101,09' 50,98' /� h ry ry �,' '� �• cy Z 11 11 1 N �s DESIGN RECOMMENDED E 15'00'00' 112.00' 29.32' 14.75' /� } �/PO•�X ` V /�\ ' \ ti°1 // 1 %\ 1� 1 c� No. 20596 c" m F 210'00'00' 38.00' 139,28' `V h �^�/ Q` iii h^�v O '``V/ \ \ O� �9 y W. Exp. 9-30-99 DH - �j SCALE 1"=40' ii \ \♦ � 'L PER DRWG. NO. 1289 �� cy�• '� ' \ Q��' SHT. 3 OF 21 O 1] CIVIL \* DRAWN SHEE Ci CURB DRAIN DETAIL Cr- ��` JP & MS R-3--oF_4___ " Alp �� Q CHECKED 20596 DRAWING ING NO R.C.E. NO DRIVE DETAIL A DH, DEE, SCM DATE FILE NO I Y CITY OF RANCHO CUCAMONGA .96' 164,99' 10195' 0 17.80' 43,59' 110.5343,59' 17.80' 5J3' 96.90' 15.73' f SENCHMAW NUMBER 80 I DC DC DC 4--? o DC TAN DC TAN OC DC DC DC CHIS tf TOP4HIGH 3CURB. SOM SIDE OF TDP OF W1Y + 40 VC 01W 42'1 SOUTH OF POLE # 1072464E. EAST 'W AflQSTING YGRDI�tD U CURB PROFILE -- 100, VC PI=204.19 OF HERMOSA AVENUE. SOUTH OF WILSON AVENUE � �., PI-201.49 �, PO 20 -170 I 44.04' PORTION OF 100' VC OD/' v,%0 f 9,65 --� v v? o ._ w in I g 4 oo DC 00 '` m `�° �'N i GROI)I~ID cv�^„, &Y°�°. v o UC c\jDC o fp o W * 21 BENCHMARK {CONSTRUCTION) I DC / PI=151.09 1 + ^ oo / c� v 4 w N as c*i �,�c� o 0- o > v ` �* > c *'4 ^ ;000014L3 -- J > as cu TDR OF W LY o o o AT W'LY T.C. cu cu oa o o cu R IN=3.13% �' + a m uR°D cu v o / cu + N + N cv ``'cu ELEV• 2205.56 1 / v ^ o _ .� v - ) °4 N CURB PROFILE �, N ,614 9'4 g'4 / g°' o ^ o w o w o * / u-) +n I SET N. dt T. L.S. 3002 T.C. 32.2 liV cu� - �c c m o N ti N / E CENTERLINE HAVEN & 700' N. �I• ' o N / c'''" o cu + o / R=-0.70% / `30 �•, ^^ o o Iv Q �, oo ^ Q; m n, / I - - CENTERLINE HIDDEN FARM ROAD w c� o\ + •� .� 000 •1• / o ccn + 0% R=0 70% 1 + Ill r _ .ti Os ^ aLO OD 1 60 _ .o z A � � �� in 0— Ar / 1 ® 70;05' Cl -. t o %� as „ `r D ASTM CROlNd11 \ goo / ON DESIGN T a j �± cnl °r° cn + AT CENTERLD4F / V Q`CN J Z m m LD o v r I l + 100' VC cam' � CENTERLINE i CENTERLINE W PI=201.32 -^ ,h 0- �^ PROFILE �' CI=AtL4�i1C�,{ `► I CJD j -1 0 00 PROFILE co o j oo w cti o Q, o� F 9� 4Att. tUF o v / W -" ca o o v i I�AWb'SODPfis A4rtx• - { 100, VC I+ ^.�c� / + o o.a r� 'i Z cu +o o +' o i� Q - O ( _ I t PI=150.92 / V- o o m o N ✓� _ + ._ _ �' £XISTItIG vNi «i TRACT CRY / 1 o c?tno c,, o,o 0 0 + + AT CENTERLIt4E - 1 �,• 0 00 o o� is o n o m N �n cvLn to ° - JOIN WALK TO 12'WIDE �`t 0 0^ �cw >m o`O + � R=0,70% ' h I b '� I �' DRIVE APRON I I \ ,� ,3, o -, AI• + m o to r m DESIGN i : 160a / Ln 0 1 + �'�� .-. o v X30 v oo m°.' / R=0.70% R=L2l% DN : .,. .. . 'L{3duj SIDEWALK _z i a cu ir-) / ^ rr u> c� 8$, t t ? o x oa CL Mtom clu +cu i `+° Lr) `r / v �o^ /! — J / ON RECORD v / I �Q � w NN�^ +�o+o� ^ 1 amu' M � � �+ pip+ � In d / -� / / f ' co `t �• in ; + E)nTING Git w R / TDR OF MY CURB PROFILE I } :150 AT MY T.C. / ; t 9 0 I R=4.50% \ . / \ I EXISTING C�tOUND ; TOP OF ELY CUR PROFILE ` '_ i AT MY T.C. {>r �► I$ ; TAN R=3.38'/. - i o -$O c ,$O' , w o On o 100 1 •I o + R-0,70% 1Q A z m U . , 1 P I'151.09 ,�' �a o 0o �, A co cu °�'" c) o%n C5 cu + 00 R ^00 `" gU-) > > >^ o I �•� , cu LLJ CO � p o t!) + o o OD U NO V CTS U7 fLJ cu r SIDEIMALK 37.60' I > / i o o o m o N o o as o cu w ao cii 1 QC W / o N \ / o O�cu (�cu ^(U Cucu r+ g � ` / o C'� + + O N N i t AKKY + co LO 00 R=3,45X �,Q 'n + R' o LO 9'4 9'4 'Y4 "1'4 9 V { i 1 f f�`Q } _ C, �j. , -� � o cv.y N '" 21.015' VC 21.015' V C 1 ! I R > cv v ' � PC=202,11 PI=202.82 ! CURVE Q RADIUS LENGTH TANGENT ,� ti u;r-rn + u / 100' VC I u' c �v c; PI=20L49 42pC 0 I S C L g A 2320 ?3.93 96.90 cr� 1$6.50' 9041' HORIZ: 1" * 40' B 26 .346 15.72 8.00 + . VERT: f' 8' y LO OC OC 45 46 47 48 49 50 51 52 0 z w � Q- 0 U-) > 00 N Z 00 I Q I + SCALE 1"=40' o I LO INGSTEM DRIVE 3 io m 3 5 e 'l PER DWG. NO. 1289 � Oil O`�8 33 U 34 d 0) I II S + O N o 202.69 202.84 FS SHT. 6 OF 21 ♦ 'O `S w l C) o w O N Q to % W I ki 8,34' m N N N i� < X II FS r = 0/ 45' 14359' % N a N 12' Q r X 20254 S �r m 0 m Z 1 z\ 6� 15, 71' 16.16` � 2 115.00 — 3� , FS \y 20272 I1 = 6011' m � J CkfI SEE CROWN LINE f Z , -`f FS r LO z I � .1.� N C14+ u J I 32 DETAIL ® RIGHT o `` �q 1 / O 2 �•� ��, of co U S N,*, 3 1 �,~ \ �0 2 �0 �I ''�OC� `� 0 `� `L _ 1 ES 202.89 TC , /12, 4D v o w � V o U I °�' 0` .� o �F o 00 41 �� �4 0� :. m 3 2p2' ch w T Il / l/ A _ + o_ 3 2 9 3 3 0 � v _ i 32 0 �, �2 , N89•l i'o6'E y o 041 , �0 �, : .: v o� tz U � 6 + + a + t` �'— 202.22 L J N N / 10 E� as/; 'S 2 8 H 51,66' 37,63' 2 97.00' 20.08' - / L `� �Sti 2p2 �0L "' _ 20��� �,� l �R 27 _ P M 401 s C3 LL- / 4 ' jos � 3 48.1 N� _ � � 20137 [ _ 6 I 202.04 TC o l t•�: 3 u 12' I 4 _ Y Z o o / 8I �/ - - — co .- 1 K :i: B 65,01' - - -- 0�hq,� o � oo�'�.� 3 3 � �� : .�35 �� 2 � � jo I U o 11 12 %, 2 E �� NoW24'V "' 1 2 �� O o ' `0 `'' 150+58.47 BC I v a 0 3 - - - 8 m 6 -- o 14 R 0 �o � 4 �q��� o _ 16 2oti ,� _ I Zolc`�I�- MATCH LINE N N z o�� �,� `S CROWN LINE DETAIL Q � � N 48S S .� � ti�0� F -_ �. � \11,95 _-----_ _ �. -- ___ V �� � I 31 �, ��0 I I I I SEE PLAN LEFT � Q �� --- '-' 8 C o�� �� 1 �� FH I I EC ,�otib'� III I I N 36 + o � �, SCALE 1"=40' I N � ;4,1 3 I iO�,OC' c� 91.s I 1 - - - —� Q� �0 II I I � w • 16 -- _ 86,56 J I CS w = I I MATCH LINE III --/J - c� U D 26• gyp- ,�,F� 595 �37 �9 � 36 J � m I I 11 I SEE PLAN LEFT I o°��G� � II i I � w o c � Q � . . 38 N � . � I I III I I� f- cJ �� �' J 18 169 4q1 111.68' ��N 00��� F `=� = z ( I III 50+02.55 BC I II Q o� 40 G 2 3 >F ; V 3 U a �n I I I I /� I it I III I , r O 39 � 3 I I I II _ J II � I op, II co J cj 4r 8 F- + I - 30 30 v o 3Q N 6 Q w o l l III 1 �� I W�12, I —I -t I CITY n ") I I I I i I L _ _ _ a DESCRIPTION OF REVISION DATE APPROVED a� c� CL I I U • Z co 9 8 3 3 N TE 112' I I 8 i 118' 2+I cn CONSTRUCTION NOTES 1-1 a I CITY OF RANCHO CUCAMONGA n to co + 1-- CONSTRUCT 3' A.C. PAVEMENT OVER 4' AGGREGATE BASE PER TYPICAL SECTION 10 REMOVE AND RELOCATE EXISTING STREET LIGHT HIDDEN TRAIL DRIVE TRACT NO . 14771 to N _ o o � PADDOCK PLACE N °` �O p (�— CONSTRUCT P.C.C.CURB 8 GUTTER PER CITY STD.No.104, TYPE A2-8 11 SAWCUT AND REMOVE EXISTING CURB AND GUTTER STREET IMPROVEMENT PLANS to V b d- C3.r 3�— CONSTRUCT P.C.C.SIDENLK PER CITY STD.NO.103 12 SAWCUT AND REMOVE EXISTING PAVEMENT to // 4a— CONSTRUCT P.C.C.SPANDRELS GUTTER PER CITY STD.NO.106-A 13 JOIN EXISTING PAVEMENT AND FEATHER OVER FOR SMOOTH JOIN PADDOCK PLACE CURVE TABLE T STREET LIGHT, 5800 LUMEN H,P,S,V. BY S,C,E PAID AND 14 REMOVE EXISTING STREET TREES,SUBJECT TO TREE REMOVAL PERMIT HIDDEN TRAIL DRIVE 6 INSTALL S E LI y • • OF ESS COORDINATED BY DEVELOPER N N T LEGEND / INSTALL STOP SIGN 30 PAINTED LIMIT LINE AND STOP E D R o 15 I APPROVED BY: DATE. NO DELTA RADIUS ARC LGT TAN NO DELTA RADIUS ARC LGT TAN Q 0. 0' 1 ' 48,50' � �F'� C. CITY CITY ENGINEER / 7 RC.E N0. 24953 A 93 21 07 21.00 44.04 28.68 I 18 22 06 30 0 %. B 7 INSTALL STREET NAME SIGN PER - - � CITY STD.NOS, 401 A a 401 B. RAISE GATE VALVE COVER TO GRADE �, � I '� . , , 16 , Q- B 0 23 31 1018.00 6,% 3.48 J 18 22 06 282,00 90.41 45.59 � cn �' - DESIGN �/ RECOMMENDED C 2.05'56' 1000,00' 36,63' 18,32' K IV 00'00' 102,00' 17.80' 8.92' a-- CONSTRUCT P.C.C.DRIVE APPROACH PER CITY STD.NO.101-A,'W"AS SHOWN ON PL4N 17 CONSTRUCT UNDER SIDEWALK DRAIN PER CITY STD.NO.107-8 No. 20596 f^ m DH D 2'11'38' %2.00' 37,60' 18,80' L 109'11'29' 58,00' 110,53' 81.60' d Exp. 9-30-97 Zo E 33'31'20' 282.00' 164.99' 84,93' M 89'11'29' 21.00' 42,03' 26,62' 18 INSTALL W53`IVOT A THRU STREET' SIGN CIVIL �* DRAWN SHEET 9 F F 33 31 20 300.00 175.52 90,35 N 26 00 11 34.65 15.13 8.00 F A�' �\ JP & MS G 33'31'20' 318.00' 186.05' 95,77' 0 232000'22' 23.93' %.90' � —4—OF �I TO BE INSTALLED BY SOUTHERN CALIFORNIA EDISIK COORDINATED (THROUGH H 18'22'06' 318.00' 101.95' 51.41' P 89'11'29' 45,00' 70.05' 44.37 CITY TRAFFIC SECTION) AND PAID FOR BY DEVELOPER, CHECKED E No20596 DRAWING No. DH, DEE, SCM DATE FILE NO 1� a a DEVELOPER / OWNER r L.. A-'--1* NDSCAPE LAUREN DEVELOPMENT HAVENVIEW ESTATES 11030 ARROW ROUTE - TRACT 14771 SUITE 102 t. PI�OEESS[OI'VAL COMMUNITY TPLANS RANCHO �CUCAMONGA, CA 91730-4825 D E S 1 6 N ASSOCIATES Landscape Architects LANDSCAPE MAINTAINANCE DISTRICT NO 1 1793 W Arrow Highway Upland, California 91786-4297 (909)949-6159/fax(909)985-3405 VICINITY MAP GENERAL NOTES _ SHEET INDEX _ t. 'these notes s tall be uced in conji irr..16n with live pl ris aril any& re; be brought to the attention of the Landscape Architect and City Engineer. 2. An encronchmerd Permlt shall be obtained from the City Engineer prior to commencing any work 3. Mr%6?k sTia-M performed accoi rf,g to entrant City fila rrr_ff?erds And the Steer r+rd �� Z Specifications for public works construction. W �� T 4. This work shah be ln!ory ed by a licEsrxeecf eontnrcfoi who shall carry workman's SHEET N � w � � C � compensation,public liability,aril property insurance as required by law. SHEET TITLE O• >1 Q T 5 Check for existing utilities locations,prior to excavation work. Notify Dig Alert at 1-ECt0- NATIONAL FOREST TACKSTEI� ~ F"- 422-4133. A permit to excavate may be required. Exercise caution in excavating and � Q V S1 E ET SITE working near existing utilities. Contractor shall be responsiNe for dom,nge-s to utilities Li Iwhich are caused by his operation o<neglect. TITLE SHEET . 1 CCn e o W 2 Ri �• re .-A _ _ 6. At the conug clusion of rough gradinsoft g,an egfonornic port shall be htrnlsft to IJJ � ~ ? HIDDEN < HCS7 fv City Inspector,and all such recomrnerxfati ms from this report shall superst de soilsV FARM ROAD amendment recommendations shown on the n. H COMMUNITY EQUESTRIAN TRAIL LAYOUT. . . . . . . . . . . 2 Z UJ `^P�' PROJECT Q J E C T tlVaf footings and reinforcing shah not be located within the right of way,unk�ss detr�fed a construction and structural calcutat'krns have been approved by the City Engineer. Al the C2 S 1 -— --- —_�,� N '°p s'° a'wo'°°' ,tee f�'Sh°"shall run e ,g'he lot`s wa"` COMMUNITY EQUESTRIAN TRAIL LAYOUT 3 LOCATION . � � � t!. Upon completion of installation,an estat+iishment period aloof commence,and upon W - written verification from the inspector that estnhtishmenf is accomplished,an adequate = HILLSIDE < maintenance period(typically 180 days)shall commence. Saki,winter-onceoernPis t en COMMUNITY EQUESTRIAN TRAIL LAYOUT, . . . . . . . . 4 a --? _- conclude only after verification of leaf•ott,latl color,flower cokx,overall ant health,and � W with the Council acceptance of the improvements. Maintenance shall include mowing, Q weeding,irrigation,pruning,raising tree roil balls which settle before grade,fertilizing and VICINITY MAP t _ N applying such sprays pl necessary for proper care and upkeep. Maintenance also CONSTRUCTION DETAILS 5 LUCM --- � - includes all repairs,replacement,cleaning and adjusting necessary b keep the irrigation 5E � N system in good working order with proper coverage required prior to final acceptance of O N NOT 10 SCALE `� the work by the city. O 9. Application d any dimnicafs shall be by licensed perstmne.l. AN pesticldes appficcaticros SPECIFICATIONS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 0. : r require P.C.A.recommendations. �"'� All designs and ideas contained within these �'°� � V iM 10. Cal sense equipment shat ed by Ci y I order the direction d a Cal sense repro ntative drawings are the property of P.D.A., Professional � T (714)458-0123 and approved by City Inspector. design Associates. P.D.A. hereby reserves its common law copyright and other property rights U y CM 11. One controller chart shall be provided for eachcortroller. Controferchartsshailbe in these plans. These plans shall not be > CM O maximum size the controller door will slow and shall show the area covered by the reproduced, changed, assigned or copied in any UJautomatic controller. The chart is to be a reduced drawing of the actual as-but"system. form. Any changes made by parties other than MT 12. #'widexG concretemowcuxbst P.D.A., without first obtaining the written deep rips shall be provided between of permission and consent of P.D.A., shall relieve T- Z shrWgroumdcover areas and turf areas. 6"x 6"mowstr shall also be p �lxrneaMt metal fencing and where City maintained areas are adjQ ent to privately maintained areasP.D.A. of responsibility for the project or effected. portion thereof. G - 13. Sidewalk layout is conceptual only. approval of the fmai sklew-Ak layout shall be made in e field and adjusted as necessary to meet fico conditions as approved by the Public MAINTENANCE R E P O N S I B I L I T Y MAP works Inspector and projectCONSULTANTS Planner prior to final cons,nrtion 14. Equestrian fences shall be located per the blowing crlteria� $HEFT TITLE Fence shall end 10'back form the B.C.R.or per of Traffic TITLE Section. Fence shall end 7 to either side of any fire hydrant or utPy enclosures. Fence shall end Vito either side of any street tight or utility pole. Fence on street side shall end 5'to either side of driveways with transverse SHEET medium broom finish on concrete surfaces within trail. Addit'xmsi fence setbacks frorn Intersections may be required by traffic Section. MDS CONSULTING 15. Street trees shall be installed per the following criteris. Al street trees are to be peed in accords, e with city star w1lard plains. 17320 REDHILL AVENUE SUITE 350 y prior to the commencement of any planting,an agronomic soils report shall be �\-K% SC fPf furnished to the city inspector. Any unusual toxicities or nutrient deficiencies may -require back fill sot amendments,as determined by the city inspector. IRVINE , CA 92614 AN street tree are subject to inspection and accftptrmce by the engineering 4 No 111division Street trees are to be reed per public lit 1pt ovement plans only, (714) 251 -8821 3 - - —-- --- 16. Arty trees within 5'd walls,walks,cuffs or other potentially rootdamarl harAscape sho : * s it 1 2 3 10 11 20 21 33� 34 35 be installed with root control barriers Prior to backfit+ing tree,,oonlraclor shall have e»�P \ insperi root barrier installation. �7 ! ATf OF CAIIF��a Q I 19 22 32 `s .- EXPIRES 1 1 / 1 q/q 'T 4 HiDDEN TRAIL r 9 ' j -� �vE --- 13 18 LANDSCAPE QUANTITIES A„-� � 0 � 23 i 3t '� - 5 I 36 N.A. 8 La 1 14 17 ' 24 30 1<1 a NORTH 37 Y C1 Cn Y A SCALE 15 6 16 25 29 � 38 28 DATE MhRGH 1 Z, 1 .q Q'f CAI CITY OF RANCHO CUCAMONGA DRAWN BY M.J. 26 � 39 G QNO 27 O`� HAVENVIEW ESTATES 11 TRACT 14771 40 ` - �, CITY MAINTAINED AREA : .985 ACRES COMMUNITY TRAIL PLANS REvlsl°los TOTAL ACRES C � (� CITY OF RANCHO CUCAMONGA ��--- TOTAL SQUARE FEET CiTY MAINTAINED AREA: 42,940 SQ. FT oC APPROVED BY DATE ATE CITY ENGINEER — ` RCE NO 24953 TOTAL LINEAL FEET COMMUNITY TRAIL: 2,147 L.F. Q O 0-- ---- - - - -- X DESIGN RECOMMENED Z PROFESSIONAL DESIGN ASSOC _ -97 — �.., 1793 W. ARROW HWY SUITE A J > DRAWN UPLAND, CA 91786 SHEET --I OF 6 SHEFT NURRI?ER CHECKED DRAWING NO RCE NO �� DATE FILE NO Of 6 SHEETS r � rl \ .--ZPLIT FACE 5LOGK MALL BUREAU 4:1 _ , (SEE DETAIL E, SHEET'S) LOS ANGELES ti ,3 .1 — I2 2 • 127 TRACT BOUNDARY ,� OF WAYER AAND pO�C�� c ... � �- -I X— — �� _ �.. _ � � .� - - — - - — — — — — — — - - - - - - - — PROFESSIONAL x 1! osis= -----� -------- --- ---- � - ----� -- - � I ; —---- �♦ � _ - - -- - --- IU 'S� ✓1 I n O 1 T / i 25% . r ..... .. ... ...........l............. .. - tel. .YYNKvhWJ • ..... .....: .......::: S s _ : - - C ATE 4, v. - .... aim • • .• a 6 .i , ... ...... ........ . . ...... .. e F"," � aE,:t""' TIF'"'_� + ._.C' �p.<x._S�'A:#'-"'�<— .!^'' F"- —. , . .hi<f- •...'::.•:. •.'••':'.'...'..•,•,•,•,• ,;. ,.,...1 Y a • ; � / : 1 .e `F �" i�" " a"e.-E` "�"d_EA.'!r-' 'Ir�"`e!' 1e^a�'1� �`IRj`-L.'-�4�•.°It � ` -... -. - ..:- - - -. - - :��`-.ung. ,- . - !�'` - h".•_" _, Landscape Architects ` es 10 6 S `> (COMMUNITY TRAIL) Ngo �' --------- --- - STORM DRAIN A: SS LASEME I I T L Ik . . -. a _ _ �! OTB ,� 1793 W Arrow Highway • land, Calif 1 2' DOUBLED IN GATE F' GIT STD. 6®"I _ ` _--- -- - - ---- - - ---- i i I—, - - - _ .-.•, _ m California 91786 4297 - - — — — — — — - — - - - — — — — — — — — — M •� Up — — — — — — — — — — — — — — — — — — — — — — — L — — — — • (909)949-6159/fax(909)985-3405 2 \ - - - - - - - - - - - - - �� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I �'- - - - - - - - - - - - - - - - - - w \ \vL �� - 6 WD. E W/ 51D� HE�T�g�—� 1L s 26 I (SEE�'� SIL A, SHEET 5) GE55 GATE �A�� WI NO 5ID \�bbq Q i Cz 10 � \ ui CD r- 83 t� GOMMU RAIL -RAIL FENG .• �� � Q r (5 ETAIL F EET \ \ _1C-� \ �� / 0 250.29 251.92 \ p = _� • w Q V C..7 T CCD 1 C 111 I "�8�, 25 / \\ f` !— �• Q 247.23 �7{', ZC 25' 1 1 ! / 50. �Q,`L �� d \. W W 25 TC BSL ---+�-i i / . ` \� c2J3A9�� T \ O �? 4 � C� 246,09 V o 250 di( _ -- �� h°�o • Q C TC 241,23 N I ;II " �� C* �� o .� . 241.41 �� 7,5' 1 -i� ^oi�� 1b \ * 12 w \ 35 ' VC 1C / PRIVAT+ DRAINAGE j}i I / r 239,14 ��q�` \� BSL O 24j91 12.75 EASEMENT i «.I `�\ �r _ �24118,� Y 242.61 Q I 1� _ I ��I .I� ^ 2a0 N q ao W C..a ti 241.97 56 1r \� \ \ / 2��� 2R\z4 1C 0 �f� 240I " Q gS� �, �� ���, �- {,. Lo en C.7 N G N 195,24' —---- - s �� r _- - ------- - ----�—- 1 C w Q 1 4. C v i� \ X50 le, 49,67, 1 230 51 i r��LP °'� Q C/3 C77 I �� - ��� M -� � V I 8 2; , a O Q 8 1 �' ��, 3 J. '♦ � ` �� 4 ,1 /� �L 9 SHEET TITLE 1� 1 . -il _----_- -- - wool Vim■ EQUESTRIAN \ . N i TRAIL LAYOUT 22� � 0 U �, g �,►,N D SCAPF� D W4 `fib • No 411 ti c 2n4.63 1 i��` 1� a - \ Si atu Bete TC , 15' L J'AL g 34' 30 f � l sr f OF CAl1F�4�\P '- \ TRAIL EASEMENT 210 1 - 12' ■ ��`= �-�: <` \ C \ la �_ _ <., ' EXPIRE5 1 1 / 1 q/q'7 20 _ \y 1 NORl N \ \\ \ 6 \\ \ ` • __r NORTH \ \ 1 :��; �\ " cp1 ��- SCALE 1 " - 40 ' - p., �\ , , — " — �= o�ti • - DATE MARCH 1 2, 1 Q C1 — \ - = C� RANCHO DRAWN Dv M.�. _fY F CUCAMONGA � `4)11 VENVIEW ESTATES II TRACT 14771 RSI ' COMMUNITY TRAIL PLANS CITY OF RANCHO CUCAMONGA - --- - --- APPROVED BY DATE - / q^� CITY ENGINEER R C E NO - .24953 - — - _ � —-- Q DESIGN -- ---- --- RECOMMENED PROFESSIONAL DESIGN ASSOC - - - 1793 W. ARROW Hwy 5UI I L !� DRAB UPLAND, CA 91786 SHEET SHEET NURIRFR -2 - OF 6 2 j CHECKED DRA KING NO RCE NO / DATE FILE NO - OF SHEETS i 1♦ � I 401 vPLIT FAGS BLOCK WALL ♦ \ N \ GARY (5EE DETAIL. E, SHEEZ S) - \ ♦ ,� -- TRACT BOUNDARY I - ♦ + l qr w \ "' ' 1 `1� 2,� ' � _ �� ' , - ru - 14 WRO'VEWENTS PER - - -�- - a-J - - s �-_. -� - 1-7-1 - 1 _2'1 - y - - - - - `' - J- - - - '� - _ -• - - - - 1 _ _ _lt4f�3 ��t g�;rE'T ��I � <'� - - - - - - - - - = - ♦ ' _ - - - - STORM DRAIN PLANS _ J269 Y �T - -- - _- - - -- _ -- - - ---- ------ __ . - -- - - - q fir_ - --- :fI �tT _ T .ter, ....... ... .. .rr. . .............. .............. f .............. Lo -7z �i . .. ............ . ............... . . .. .�.+�2--.ems-�►.es- .� - - - ... .- -.RA-��1/�Lw��.Ae 'R-.��•+�wA►/P-.A�"/ - =E .�-.� � ,�*'" -.t °`-�"'.rM�''.�".s" "5�".E�''.lr ,F -A�-a�.!"+•'e�.�.�*.�"� '.f1+�"'e�E-*r-��,A*►w".A'-.i�.�°'°•.A�it12�+.I�'".d•-.AI�EI �•n► e�".A' "�'-.1+�".�!' . _ - -. _ . . `, _ -.: _ s �� �' o � s ;N - LOT B _ _ -- -- - - - -1-1 - - _ - - - - - - - - - - - - - - r - _ - _ PROFESSIONAL " j 4.. ,��- "' 1;91.45' - - - - - _ - - - - MAT - C I r - h II ,4T ♦ i ,.,may-- X50 211 i Y - – E I N ♦ I I _ _ - - - - - - - - - - .- - - - - - - - — / I - 12"DOUBLE DRIVE. ASSOCIATES - - - - - - - - - - -� - - - - - - - - - - - - - - - - - - , - - - - - - - - - - - - - - - GOMMUNI -RAL DRAINAGE ChAN 41� ACCESS I GRAIN_LINK GATE 1 - - - - - - - - I i"� - -R �� YVQ.� N1TyI - - - - - - - - - - - - - - - - - - - - - - - - - - -I- - - -- - - - - - - - - - - - - - - - - - _ T-A l�, �FtEET ) - - � < - - - - Its _ RGITYSTD. 60 — �o PER -T - - - _ Landscape Architects • I _ SEE P AIL A, 5H — _ - 1 !s ♦ ` I I I 1793 W Arrow Highway — 34 0 _� 35 "' 3 0 REE RAIL LOCAL. Upland, California 91786-4297 ♦1 _� I ` � o� 20 1 - -- - - --- ♦ L_ / ZA i 2 1 �h�� Ig o' ��5� t RAIL FEKGE (909) 949 6159/fax(909) 985-3405 O MATCH EXISTJT,ta -44T.TIZACT,4 - VETA4 12 � � � � o I -- - - - � -�J = Q � % •! � -- ■■ ■ ■ ■ ■■/■ ■■■ ■ �W/O f�Oi�tGfeETE � V 19 ' �1 ■■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ w ■ ■ ■ ■ ■ ■ ■ ■ — �-- F-- z r /J 230 9%°° s�os 22 - s 1 W -- O ti 2 C4 LLJ ■ . sJ - + 2���e 222"° ' `� / Q C v 1 Q ~ cac ■ I ; I ;S 6 1 t` I �54b I Ir'; ,�I + / V 7.5' / us i• (/� O Fk: ✓�.TE ;;PAIN�,� �i{ ! o� e� I -- -715' I � � � (.,a LU LLj W V EASEMENT �- -- g�� I �` Z1 PRIVATE DRAINA;E I / / Z 1 4 A -.I E ---- --- / M N T I - - Cm I I� 2 �q� ti—� 69 i ■ W ,I eeu 13 0 1 IC) W v 18 23 31 34 - --- - - I !I �l �� ! i ti ■ C CDcc LLA ----------� - -- - 183.94 I CL L.Lj "' \�j Qq _ 196.00' _ -----� - - --�■ W ~ V M I % _--/ AL 'LVA•" � i I 1 I — cI ■ C4 CC CQ ■ 4; ' -- _ p. I , 200 _ -- - -- �'■ —� o y °' Lu ly ■ \\ CD � 21 1 = BSL SO i • - - — ■ C4 Lu V 22r \� I �� I y o I en o ■ Z Q j � 30-� _--- r ■ t o I vi J ' , - X17 I I '■ J ■ ■ v 24 4 - 35 C/� ■ - '9?57 - - - I W i I r'!I ■ ��,. SHEET TITLE W ■ BSL ■ � ■ — — J96.07' _ �I - - - z� a : ■ EQUESTRIAN ■ _ __ - _-_- ; - -- -- -- :84.16' — , � •�.� `__� ,( �' / 9� -- ----- - - -- ----- - - ■ T ■ RAIL LAYOUT � � I Flo :#t / _ � I ;1 � ..: / / --------- ------- , ■ co ■ ■ ��' il '� `ti' \ ��' ,fit ' =j' - --- -- -------j ■ _. _ 0 - I VqR - 29 s A I ■ ■ — 06 25 , i S 4 ■ LANDSCAPE - , 16 �`� � - � / � � No 1113 ■' ——————-\ Li'' --- - ■ , � P �F,��y lArf OF CAIIFOQ�\ - 485 ■ Q • t � Ni __ NORTH �s;ae 2 U — 11 / NORTH : Sr cu / C - � '�V� 40 ' - 1 ■ \1 i �� ` ` ���� - ` 2 V / / 1 ~` I '� / / ' — - ----- -- - - - -- - --- • �• ` y, f r�L, �� SCALE 1 �� ! TG ' _ 0" ■ ` ` \ ` 4 '' /� I - ' ' _% - ■ _ ��'CCU// DATE MhRGH 12, 1 41a? 0 o - - -- - - - - --- - --- ■ I t \ ` \ \ �_��1, M1��-. -� , y , -L_ _ ' -__ - ■ i CITY OF RANCHO CUCAMONGA DRAWN BY M..1. - _ ?15V,. \ \ \ , - _--- - -- -- - - ----- - -- HAV 4771 - ,J f, , , ■ ENVIEW ESTATES II TRACT 1 REVISIONS �` r;� riq Y '. ■ COMMUNITY TRAIL PLANS �s ;_B µ _ CITY OF RANCHO CUCAMONGA R 7 _ - ■ APPROVED BY � DATE O ■ K�7 to CITY ENGINEER R C E NO 24953 0 DESIGN RECOMMENED _-- �� PROFESSIONAL DESIGN ASSOC 1793 W. ARROW HWY SUITE A DRAWN UPLAND, CA 91786 SH ET � OF --6 SHEET NUMBER CHECKED DRAWING NO � RCE NO DATE FILE NO of SHEETS - Rpm gFummurm was orwFumn 35 qq' 2 0 PROFESSIONAL C=? TRACT BOUNDARY 15 HIDDEN TRAIL DRIVE �� ��^� D E S I G N ASSOCIATES / I J�0 Landscape Architects / o 1793 W. Arrow Highway ■ 3 �q11� �� I ' .2 1' WD. DOUBLE EMERGENCY ACCE55 GATE {WITHOUT STEP Upland, California 91786-4297 I I THROUGH DETAIL) A5 PER CITY 5TO. 1006A I (909)949-6159/fax(909)985-3405 ■ �q1� Cl? 36 r 1> LD I Lu u201 20;,00' I >. CCO ■ 35' � �c, I THREE RAIL LOCAL TRAIL PENCE (to MATCH EXISTINGAT W ■. BSL q��° I %Oo 1 ;;� TRACT BOUNDARY) PER DETAIL 10 1 O-D (W/O CONCRETE ■ ■ ! �$ i 1 6J ' HEADE )V W g 30 1 °RIVATE DRAINAGE W QOI EASEMENT37 = Q VQ rVQ C4 CD ■ I I ii I � � V i z LjJ ■ ��b�� 3s' I 4 Q _ : BSL I i III W O WLa ■ — '201,00' I 1��b L9- ■ � ����` I lao / �� irk � � V W ? ■ i ;; I TRACT BOUNDARY LLJ C3 z J ■ i '1 I = N Lu CD 38 V C) LLJ Act 04 C3 laaaaa • ' Q ...IJQ = � T • - C w � W • --� o 0 185.42' UJ Cm ca I 3 N O` C . c i r Ali ��f � / _ � \ + 1 .11 f 1 SHEET TITLE ■ �bo�� 0 3 9 ; g J EQUESTRIAN ■ -- 30' 30' ; I V TRAIL LAYOUT ■ ■ 12' le' 18' 12' i 2 � ■ ` "^i / I� 4 �6 1�L15' 1 r' DSCApF4 27 ` 5 r o I I I I _`� . Na.1113 m gn 'e Date i .4' N Lz : lgTf Of CA0FIht C., ��'\ -+`h 40 99 / �C 59 f - ti NORTH r i SCALE 1 40 _ 01, '9A �QF 'M: DATE MARCH 12, 1 9 q 07 36, + I I I I + a DRAWN BY M.J. CITY OF RANCHO) CUCAMONGA (145.2) , fillI _ HAVENVIEW ESTATES II TRACT 14771 REVISIONS COMMUNITY TRAIL PLANS 0 - > > no I,IoN ' n q - CITY OF RANCHO CUCAMONGA 0 1110 X LD 111 rte--. I > .Zi - III F— III Z I CD , 111 11 I W APPROVED BYDATE All"71Q 11 CITY ENGINEER A R C E NO 24953 0 - 111 111 111 DESIGN RECOMMENED PROFESSIONAL DESIGN ASSOC 1793 W. ARROW HWY SUITE A v 97 DRAWN UPLAND, CA 91786 SHEET SHEET NUMBER 4 CHECKED DRAWING NO RCE NO / � � DATE FILE NO 6 OF 6 suns x:_. 011m 0 VARIES 14 BAR BOND BEAM BLOCK 1 v r Z VERTICAL NFINf. Oa BARS 0 za• O.C. 6 Ma BAR Z BOLD BEAM DOCK FINISHED GRADE i• OR ,• SLOPE: 1/t•,r SLOPE; 1.0:1 MAX 1/a•,r !H OAR .,LjjL_ : AL,ER11>t.E PROFESSIONAL 5"K 9,v I& �srumsm �'r" r CLE A*^*M a. D E S I G N R.O.W ASSOCIATES NOTES: -- 1 ALL VERTICAL CELLS CONTAINING REINFORCING STEEL SHALL BE FILLED WITH GROUT 111 l'�3R"FOS MM; AILO S, SEE STRM DRXIN PLANS FOIL. t1i T 14 i-7 1 SHEET 1 Landscape Architects ADDITION. WHERE 6 BLOCKS ARE USED ALL CELLS WITHOUT VERTICAL REINFORCING STEEL ` - --- -- -- LLL.��•.������' SHALL BE FILLED WITH GROUT TO TOP OF BOND BEAM AT MID-HEIGHT OF WALL. 2. THF BLOCK WALL COURSES AND FOOTINGS MAY BE HURT PARALLEL WITH THE 1793 W. Arrow Highway STREET GRADE 17% MAX.) OR STEPPED. 3 ALL WALLS SMALL K PLUMB. Upland, California 91786-4297 LOTH COMMUN/Py Ti�,4/L PW/Y•4Tf LOTS (909)949-6159/fax(909)985-3405 � j r � BACK'FRL SHAH BE COMPACTED TO A MINIMUM OF 00%. .�I = 5. FOOTING SHALL OF CLASS B CONCRETE. 0. CONCRETE BLOCK SHALL BE GRADE A UNITS, CONFORM NO TO ASTM DESIGNATION NO, C00 1 . 7 REINFORCING STEEL. GROUT MORTAR. AND CLASS B CONCRETE SHALL CONFORM :INK I 34W �� t J Q TO STANDARD SPECIFICATIONS. _ ;- 0 ELIMINATT E MORTAR IN All VERTICAL J01NTS N P`IRST COURSE ABOVE FIN►SH GRADE. '- 'f 1'S�' 12X � t"-�z"Tl�I � �'•t.�s �-�C l;►�1•��I_t�"L.�=� - `I �► 1� I. I��L t�% r,t/ 'r�} fr � ��J/� 0. 1/2- OPEN JOINTS EXTENDING THROUGH THE ENTIRE HEIGHT OF TW BLOCK WALL. SHALL BE SPACED AT A MAXIMUM OF 60', i / r: _FRT.E dcr�Rp -13 ti 1a41� ►V.G.Fier G� �•• b Lam. �rvTF/,`- F -i-,x"!L- "TL P c- �- { s W .— F 10. RIM INATE M10-ME10"t BOND BEAM IN WALLS WNERE N.t' OR 1.1163. Sao-on SURFACE TREATMENT FOR BLOCK WALL FOR FOOTING DETAILS, 511E STORM DRAIN PLANS FGR ;%errs: o 'w��'i'Nt/'w z W = Q a r 'i � a,•... I ca\ \3"A.: OVCR 4'�..� PER �... - 9,/YL�.•C/MUM � � !_ TRACT 1 4"► '7 1 , SHEET 1 1 ii \r GiL•.�t,,+G P'�/�N6 SOt..1G `• / r+rr—_= 1 M P PLM+S Oil I V/6'x6 10-10 VVF CITY OF RANCHO CUCAMONGA, CALIFORNIA _ ` n/IaN'" ?�R / W W o _ ~ APPROVED BYESTANDARD PLAN GONGRETE GUR�3 CJI W V � '— � •� �±��•�•� DRAth: IMP. P..,4N5� 511E DETAIL B MASONRY GARDEN FALL N • PROPOSECHANNEL sEcrzox C�3 ZQ 1�m&z 606 nTs COMPACT 4n DIG. TO -� UJIC1TY ENGINEER DATE USE WITH STANDARD SPEcinCATI01tS rOR PUOuc wons CONSTRUCTIONIHECT I � 1 Q09'o COMPACTION ca ca W R.0 Ir .c. 24953 NOTE: FOR CHANNEL DETAILS SEE STORM DRAIN PLANS FOR TRACT 14'1'1 1 �... W u SPLITFAGE eLOGK ^ALL It COMMUNITY TRAIL. SECTION (PETAL. PER MDS) - W o N z N04 co '^ COMMUNITY o W Q G TRAIL o �_ V M 8'-0 O.C. POST TO CHAIN GATE OPEN 20 NOTES: Q � Q C=/? Cj r 1. PROVIDE SCORE JOINTS AT 10'-0" O.C. AND 3111" EXPANSION J O o 5'x5 PVC Posr .IOINTS AT 20'-0" O.C. _ / — ` GATE WITH STEP THROUGH SOIL SURFACE RADIUS OF 6' 2. d" WIDE CONCRETE HEADER BETWEEN CITY-MAINTAINED TURF AND Lu V / EACH SIDE OF BARRICADE GROUND COVER AREAS AND BETWEEN CITY-MAINTAINED TURF AND p RAIL ENDS TO 811 r Z SEE BELOW (t8' BACK FROM P. 000 Q PRIVATELY-MAINTAINED AREAS. Q CENTERED ON POSTS �\ WALL 3. CONCRETE TO BE 520-C-2500 MIN, I 7'X6' PVC RAIL _ PLANTER AR `� PLANTER AREA II II VARIES TRAIL FENCE END POST - - _ PER STD. DWG. 1010 CONCRETE HEADER TRAILo CONCRETE HEADER - 1/2'' RADIUS. I SHEET TITLE `NI EXPOSED EDGES AND FINISH PER PLAN I MOUNTING BRACKET tg, MAX � 1" CHAMFER i 'NJ, 1" IN LAWN BED CROSSINGS) GRADE LEVEL AT SWALE C 0 N STR U CTI 0 N PVC FENCE POST CAP 8• MIN. / IN PLANT • EVERY POST: MOUNT WITH 2 - 10 DIA. X 16 X 1' STAINLESS STEEL SELFEXIST. CURB PVC FENCE CONCRETE DRIVE 6" OR 5' 1 FINISH GRADE D ETAI LS - TAPPING HEX. HEAD SCREWS EE NOTE TREES PARKWAY APPROACH 12' MIN. STREET PER CITY OF R.C. 5 X5 PVC POST Ir X Ir CLEAR PINE POST STD. DWG. 101-A ° • / TREATED WITH CHROMATED COPPER ARSENATE PER 204-2.2 T1-III—III ° ° _I 1 1_I I I _1 o I 2*X6' PVC RAIL 1=° (GREENBOOK) SET IN CONRETE 20• iv I I-III— I I i—) I I III- NDS ,' 4 FINISH GRADE METAL PLATE TO STOP I _ Q�� C4pfg9 _ I THE GATE FROM SWINGING I III °•°• I I— �'c �E D W41 INTO THE PUBLIC R.O.W. METAL TOED TO I I •' •' •' III 'bo o \/ / ;: r - \� UPRIGHT PIPE (— ° =III" 3 RE-BAR CONTINUOUS Q 411 ��' '�' NY BLOCK WALL ALLOWS GATE BLOCK WALL UNLESS OTHERWISE INSTRUCTED) ;� � I 1' \/ \, ,, ,. ,. ;• / \� � -III—I i I—I 11- `� \ \ .. \ \ PIPE TO SLIDE UNDER 1 � Date RAILS SHALL BE MOUNTED ON TRAIL SIDE OF POSTS /.�/ �i\ i/ ., ( / rgTfnr CAL1F�Pa\ N AIL I WRAP (151bs. FELT) WOOD POST CONCRETE FOOTING ( I 4 STEP STD. DWG. 1007 N CITY 01' R A N C I-I 0 CUCAMONGA, CALIF0RNIA I CONCRETE HEADER PER STD. NO. 534 FROM FINISH SURFACE TO THE CLASS 500-C-2500 4 1/2" r raov[o BY; FINISH GRADE BOTTOM EDGE OF THE WOOD FRAME. >� N 5 1/2' 1 o CONCRETE,N C R E T E HEADER EA D E R , . I' - p _ -SIMIBARD J•Lk.r- \ \ I �� ��- - 534 - - N/A / / • / / I t`w °D u, I1 Y I J< ►ICER �'A 1 f. USE WHII STA14DARO SPECIfiCATIOtiS fOR PUBLIC WORKS COHSIRUCTIOH C11fF 1 1 Ir 1 NORM n 10 SCALE N/A • • , M �\, _ DATE MARCH 12. 1 o � 12' SQNQTUBE STEP THROUGH �L • CITY OF RANCHO CUCAMONGA DRAWN BY M.J. �+ ✓ L,7P� 4 DECOMPOSED I;,RANITE FORMED FOOTING NOTES: � NOTES: 1. EVERY THIRD PVC POST AND All PVC NOTE: : 1. GATE CONSTRUCTED OF 2 1/2' GALVANIZED STEEL PIPE. ! Gc �� H A V E N V I E W ESTATES 11 TRACT 14771 POSTS LOCATED AT CHANCES OF DIRECTION OR END N �� POSTS ARE REQUIRED TO BE FILLED WITH CONCRETE 1. WOOD SHALL BE WESTERN RED CEDAR OR APPROVED EQUAL 2. HINGE CREATED BY WELDING CROSS MEMBERS TO A r GALVANIZED STEEL PIPE _ � �+ REVISIONS (NO PRESSURE TREATED WOOD SHALL BE USED) SLEEVE WITH CAP SLIPPED OVER 2 1/2' UPRIGHT GATE POST. USE OF 3 RAIL FENCE REQUIRES CAP A ' ,: ; COMMUNITY TRAIL PLANS 2. ALL POSTS AND ENDS OF EXPOSED RAILS v, Col .3. SINK POSTS 40'. GATE SHALL NOT SWING INTO PUBLIC R.O.W. !�- , CITY OF RANCHO CUCAMONGA SPECIAL PERMISSION FR0M 3. All MEMBERS SHAH BE PVC FENCE AVAILABLE FROM 0 4. CHAIN SHALL BE 3/8- X 1 3/4- X 1 1/4- MILD STEEL AT 18• LONG. �` 40-mulio- 1—CITY ENGINEER COUNTRY STATE FENCE OR APPROVED ALTERNATE. a - -- - e., 1` 5. LOCK SHALL BE PROVIDED BY THE CITY. ['OR PEDESTRIAN CONTROL ONLY 4. TRAILS ON CURVES REQUIRE SPECIAL DESIGN1O 6. SEE TRAIL NOTES STD. N0. 1001 - 5. SEE TRAIL NOTES STD. NO. 1001. '/ N � (��` APPROVED BY DATE CITY OF RANCHO CUCAMONGA CALIFORNIA o CITY OF RANCHO CUCAMONGA, CALIFORNIA f ca��F~'� CITY ENGINEER R C E NO -- 4553 CITY OF RANCHO CUCAMONGA, CALIFORNIA N N DROVED BY: ip APPROVED BY: ,: APP OVED BY Q COMMUNITY TRAIL: STANDARD PLAN COMMUNITY TRAIL: STANDARD FAN COMMUNITY TRAIL: VEHICLE GATE STANDARD PUN DESIGN RECOMM._NED -- ' " PROFESSIONAL DESIGN ASSOC PVC 3-RAIL FENCE 1010-I3 N PASS-THROUGH DETAIL 100 ti WITH SIDE ACCESS 1006—A x 1793 W. ARROW HWY SUITE A CITY ENCd ER w CITY 1 NG EER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION DRAW'' UPLAND, CA 917$6 SHEET ;IN N NEER DTE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION R.C. 4953 TE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF I IX R.C.E 24953 SHEET I of I OF SHEET I of I SHEET NUMBER ?.c.E. 24953 i PARKWAY5 AND PLANTER AREAS 5HOWN ABOVE NOT © APPLICABLE TO TRACT 14'1'1 1 PER CONDITIONS OF APPROVAL CHECKED DRAWING NO RCE NO - BATT= ,FILE NO (J nC 3 - RAIL FBee THROU67H DF-.TAIL G VEHICLE SATE SIPE ACCESS - Of 6 SHEETS • B. CONCRETE NOTES A. GENERAL NOTES 1. SCOPE OF WORK: CONTRACTOR SHALL PROVIDE ALL LABOR, 21. RETARTANT FlNISH: CONCRETE SURFACE SHALL BE EXPOSED MATERIALS, EQUIPMENT AND SERVICES FOR THE INSTALLATION USING LITHACHROME CONCRETE SURFACE RETARDER OR OF ALL CONCRETE FLATWORK INDICATED ON THESE PLANS. APPROVED EQUAL. APPLY IN ACCORDANCE TO ALL 1. BIDDING: IT SHALL BE THE OWNER'S RESPONSIBILITY IN SPECIFICATIONS AND RECOMMENDED INSTALLATION ' INVITING AND OBTAINING BIDS, SETTING ITS PROVISIONS AND 2. PLAN VERIFICATION: THE CONTRACTOR SHALL NOTIFY PROCEDURES OF MANUFACTURE. AGGREGATE FOR CONCRETE INSTRUCTIONS TO BIDDERS, SECURING THEIR BONDS AND OWNER AND LANDSCAPE ARCHITECT IMMEDIATELY OF ANY 60-40 PEA GRAVEL BLEND. WORKERS COMPENSATION INSURANCE CERTIFICATES, ETC. TO DISCREPANCIES OR OMISSIONS ON ALL DRAWINGS. 22. COLORED CONCRETE: COLORS PER CONSTRUCTION PLAN PROFESSIONAL FULLY ENSURE THE QUALITY AND TIMELY COMPLETION OF THE D ESI O N PROJECT. 3. LICENSE: THE CONCRETE CONTRACTOR SHALL BE A C-8 OR FINISH SCHEDULE. COLORS SHALL BE OF THE INTEGRAL TYPE MANUFACTURED BY LM. SCOFIELD COMPANY OR CALIFORNIA LICENSED CONTRACTOR, OR A C-27 LICENSED APPROVED EQUAL. SURFACES DIRECTED BY LANDSCAPE 2. SCOPE OF WORK: CONTRACTOR SHALL PROVIDE ALL LABOR, LANDSCAPE CONTRACTOR IF CONCRETE IS APPURTENANT TO ARCHITECT SHALL BE SEALED WITH LITHOCHROME COLORWAX ASSOCIATES MATERIALS, EQUIPMENT AND SERVICES NECESSARY TO LANDSCAPE WORK. OR APPROVED EQUAL. APPLY IN ACCORDANCE TO ALL FURNISH AND INSTALL ALL ELEMENTS AS SHOWN ON THE SPECIFICATIONS AND RECOMMENDED INSTALLATION DRAWING AND SPECIFIED HEREIN. 4. UNIFORM BUILDING CODE: ALL CONCRETE CONSTRUCTION PROCEDURES OF MANUFACTURE. SHALL CONFORM TO THE. CURRENT EDITION OF THE UNIFORM Landscape Architects 3. AM : THE DRAWING AND SPECIFICATIONS BUILDING CODE AND ALL APPLICABLE GOVERNING AGENCIES 23. 9TPED CONCRETE: CONTRACTOR SHALL INSTALL STAMP - --- - - - REPRESENT THE FINISH CONSTRUCTION PRODUCT. THESE CONCRETE PATTERNS TO CONFORM TO ALL SPECIFICATIONS DOCUMENTS MAY CONTAIN ERRORS, OMISSIONS, 5. FIELD VERIFICATION: CONTRACTOR SHALL VERIFY ALL AND RECOMMENDED INSTALLATION PROCEDURES OF 1793 W. Arrow Highway 9 Y CONTRADICTIONS, ETC. THE CONTRACTOR SHALL REVIEW DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. MANUFACTURE, AND SHALL USE MANUFACTURE'S ALL DOCUMENTS THOROUGHLY AND SHALL NOTIFY THE OWNER AND LANDSCAPE ARCHITECT SHALL BE NOTIFIED RECOMMENDED PATTERNS, TOOLS AND FORMS. Upland, California 91786-4297 LANDSCAPE ARCHITECT AND OWNER IMMEDIATELY UPON ANY IMMEDIATELY OF ANY DISCREPANCIES, CONTRACTOR SHALL USE RUBBER STAMPSAS APPROVED / SUCH DISCOVERY OF DISCREPANCY. GOVERNING CODES BY LANDSCAPE ARCHITECT. COLOR HARDENER SHALL MATCH (909)949-6159 fax(909)985-3405 SHALL THEN APPLY. 6. COORDINATION: CONTRACTOR SHALL COORDINATE WITH CONCRETE COLOR AND BE APPLIED PERMANUFACTURE'S , SHALL APPROPRIATE TRADES TO LOCATE PIPE SLEEVES, (IRRIGATION, RECOMMENDATIONS RELEASE AGENTS, AS PER PLANS _ 4. THE CONTRACTOR SHALL BE A CALIFORNIA DRAINAGE, ELECTRICAL ETC.). , BENEATH OR EMBEDDED IN BE APPLIED PER MANUFACTURER'S SPECIFICATIONS. LICENSED CONTRACTOR. CONCRETE BEFORE STARTING WORK. 24. CONCRETE_SAM PLE: CONTRACTOR SHALL PROVIDE OWNER 5. UNIFORM BUILDING CODE: ALL CONSTRUCTION WITHIN 7. SOIL PREPARATION: ALL EXCAVATION, GRADING, WITH A 2' X 2' SAMPLE OF ALL CONCRETE FINISHES & STAMP Q THESE DRAWINGS SHALL CONFORM TO THE CURRENT EDITION COMPACTION, ETC. SHALL BE IN ACCORDANCE WITH PATTERNS AS PER PLANS. SAMPLES SHALL BE APPROVED BY .ommoQ V OF THE UNIFORM BUILDING CODE AND ALL APPLICABLE RECOMMENDATIONS OF THE STRUCTURAL SOILS REPORT. ALL OWNER AND LANDSCAPE ARCHITECT PRIOR TO POURING Q GOVERNING CODES AND ORDINANCES. SOIL MODIFICATIONS SHALL BE UNDER THE SUPERVISION OF A FLATWORK. 6. FIELD VERIFICATION: CONTRACTOR SHALL VERIFY ALL SOILS ENGINEER. 25 CURING: CURE CONCRETE IN ACCORDANCE WITH � �"�' �"'"! Z r DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. 8. SUBGRDE A : ALL SUBGRADE MATERIAL SAND, CRUSHED REQUIREMENTS OF THE CURRENT ACI MANUAL OF CONCRETE W `" C3 ti OWNER AND LANDSCAPE ARCHITECT SHALL BE NOTIFIED AGGREGATE, ETC., AND THEIR COMPACTION SHALL BE PER PRACTICE. IMMEDIATELY OF ANY DISCREPANCIES. STRUCTURAL SOILS ENGINEER SPECIFICATIONS, Z W Q Q T 26. POSITIVE DRAINAGE: CONTRACTOR SHALL BE RESPONSIBLE 7. DIMENSIONS: ALL SCALE DIMENSIONS ARE APPROXIMATE. 9. HOCK AND SAND SPECIF1CAnM: SAND AND AGGREGATE F^R PRr1PFR DRAINAGE, WITHOUT PONDING W WRITTEN DIMENSIONS ON DETAILS AND PLANS TAKE FOR CONCRETE SHALL BE CLEAN, NATURAL MATERIALS - _ < Q PRECEDENCE OVER SCALED DIMENSIONS. CONFORMING TO ASTM DESIGNATION C33. U 8. THE CONTRACTOR IS SOLELY 10. WATER: WATER FOR CONCRETE SHALL BE CLEAN AND FREE RESPONSIBLE FOR ALL CONSTRUCTION METHODS, MEANS, FROM DELETERIOUS SUBSTANCES. W �. NOTES = CLJ Q C4 c:, w = SEQUENCES, PROCEDURES AND TECHNIQUES. THE C. MASONRY .1) L3 LANDSCAPE ARCHITECTURAL FIRM IS NOT LIABLE FOR 11. CEMENT: CEMENT SHALL BE PORTLAND CEMENT uj CONSTRUCTION METHODS. Q CONFORMING TO CURRENT REQUIREMENTS OF ASTM TYPE I OR TYPE Ii. CEMENT SHALL BE OF THE SAME BRAND AND C-150 0 1� COPE OF WORK: CONTRACTOR SHALL PROVIDE ALL LABOR. � 9. UTILITIES: THE CONTRACTOR SHALL BE RESPONSIBLE FOR TYPE USED THROUGHOUT THE PROJECT. MATERIALS, EQUIPMENT AND SERVICES TO CONSTRUCT sLLLJ VERIFYING THE LOCATION OF ALL UNDERGROUND UTILITIES, MASONRY STRUCTURES INDICATED ON THESE PLANS. ELECTRICAL CABLES, CONDUITS, AND IRRIGATION LINES PRIOR 12. MIXING: PROPORTIONING AND MIXING OF CEMENT, - TO ANY CONSTRUCTION, SO THAT PROPER PRECAUTIONS MAY AGGREGATE, ADMIXTURE AND WATER TO ATTAIN REQUIRED 2. PLAN VERIFICATION: THE CONTRACTOR SHALL NOTIFY BE TAKEN NOT TO DAMAGE SUCH IMPROVEMENTS PLASTICITY AND STRENGTH SHALL BE IN ACCORDANCE WITH OWNER AND LANDSCAPE ARCHITECT IMMEDIATELY OF ANY Q THE CURRENT EDITION OF THE ACI MANUAL OF CONCRETE DISCREPANCIES OR OMISSIONS ON ALL DRAWINGS. H V 10. eERMITS AND INSPECTIONS: THE CONTRACTOR SHALL PRACTICE AND THE PCA "DESIGN AND CONTROL OF CONCRETE Q BT AIN, COORDINATE AND PAY FOR ALL PERMITS, FEES AND MIXTURES". AGENCY INSPECTIONS AS REQUIRED. ACTOR SHALL BE A C-29 13. COMPRESSIVE STRENGTH OF CONCRETE: ALL CONCRETE 3 CAL IIFOO--NIAH LICENSED MASONRNRY Y CONTRACTOR, OR A C-27 cm Z H A SLUMNOTO EXCEED 4APPURTENANT TO LANDSCAPE WORK, THE CONTRACTOR FOR THE CLARIFICATION OF ALL DESIGN UJ 10 11. SHOP DRAWINGS: SHOP DRAWINGS SHALL BE SUBMITTED BY SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH-OF 2,000 LICENSED LANDSCAPE CONTRACTOR IF MASONRY IS N P.S.I. AT 28 DAYS WITH T " Q CO CONCEPT DETAILS, CONFORMING WITH ASTM C-39. CONCRETE SHALL CONSIST OF Q T-- a AUTHORITY. , IF REQUIRED BY OWNER OR GOVERNING A MINIMUM 5 SACK PORTLAND CEMENT/SAND/GRAVEL MIX, 4. UNIFORM BUILDING CODE: ALL MASONRY CONSTRUCTION W < G CONFORMING WITH ASTM C-150. SHALL CONFORM TO THE CURRENT EDITION OF THE UNIFORMV M BUILDING CODE, MASONRY DESIGN MANUAL AND ALL 12. LIABLE FOR DAMAGE: THE CONTRACTOR SHALL BE APPLICABLE GOVERNING AGENCIES. 14. CONCRETE FORMS: OWNER AND LANDSCAPE ARCHITECT � � Q y C..? � RESPONSIBLE FOR ANY DAMAGE CAUSED BY ITS OPERATIONS SHALL APPROVE ALL CONCRETE FORMS PRIOR TO POURING Cg 0 TO UTILITIES, PLANTING, CONSTRUCTION, PERSONS, 5. FIELD VERIFICATION: CONTRACTOR SHALL VERIFY ALL PROPERTY, ETC. AND SHALL PROVIDE PROTECTIVE MEANS TO FLATWORK. FORMS SHALL BE CONSTRUCTED ACCURATELY TO DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK ::v M = GUARD AGAINST DAMAGE. DIMENSIONS, PLUMB AND TRUE TO Uw p NE AND GRADE. FORMS OWNER AND LANDSCAPE ARCHITECT SHALL BE NOTIFIED SHALL BE SUBSTANTIAL, MORTAR TIGHT, BRACED AND TIED SO IMMEDIATELY OF ANY DISCREPANCIES. T-. 13. LIABLE FOR ENCROAOHAIIEM: THE CONTRACTOR SHALL BE AS TO MAINTAIN POSITION AND SHAPE DURING PLACING OF r• Q RESPONSIBLE FOR ANY ENCROACHMENT ONTO ADJACENT REINFORCING AND CONCRETE. FORMS SHALL BE 6. COORDINATION: CONTRACTOR SHALL COORDINATE WITH PROPERTY, RIGHT-OF-WAYS, EASEMENTS, SET-BACKS OR ANY THOROUGHLY CLEANED OUT BEFORE CONCRETE IS PLACED APPROPRIATE TRADES TO LOCATE PIPE SLEEVES, IRRIGATION, ' OTHER LEGAL PROPERTY RESTRICTIONS EITHER MARKED OR AND FORMS SHALL BE REMOVED WITHOUT DAMAGE TO DRAINAGE, ELECTRICAL ETC. , BENEATH OR EMBEDDED IN UNMARKED. CONCRETE. CARE SHALL BE TAKEN IN ALL DETAILS OF MASONRY WALLS, BEFORE STARTING WORK. FORMING, SETTING, REINFORCING, MIXING AND PLACING ALL -- 14. SITE MAICONCRETE EXPOSED IN FINISH WORK TO OBTAIN SMOOTHNTENANCE: CONTRACTOR SHALL KEEP THE PROJECT EVEN SURFACES OF DENSE CONCRETE, AND CLEAN SHARP 7 COM ACE ON, ETC. S ALL BEPARATION: ALL C INVACCOORDANCDE WITH SHEET TITLE SITE CLEAN AND FREE FROM RUBBISH AND DEBRIS. ALL DEBRIS SHALL BE REMOVED FROM SITE PER LOCAL CODE AND INSIDE AND OUTSIDE CORNERS. FORMS SHALL REMAIN IN RECOMMENDATIONS OF THE STRUCTURAL SOILS REPORT. ALL PLACE LONG ENOUGH TO ALLOW CONCRETE TO SET SOIL MODIFICATIONS SHALL BE UNDER THE DIRECTION OFA CONSTRUCTION ORDINANCES PROPERLY. SOILS ENGINEER. 15. SAFETY: THE CONTRACTOR IS SOLELY RESPONSIBLE FOR SPECIFICATIONS INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY 15. CONCRETE REINFORCING STEEL: CONCRETE, AS INDICATED 8. ROCK AND SAND SPECIFICATIONS: SAND AND AGGREGATE PRECAUTIONS AND PROGRAMS DURING CONSTRUCTION. PER PLANS, WITH STEEL SHALL BE GRADE 60, DEFORMED BILLET FOR MASONRY SHALL BE CLEAN, NATURAL MATERIALS STEEL CONFORMING TO ASTM A-615. LOCATE IN CENTER OF CONFORMING TO ASTM DESIGNATION C-144 AND C-404. 16. ALL MATERIALS AND EQUIPMENT SPECIFIED IN POUR TYPICAL WITH 2" MINIMUM CLEAR ALL EDGES, HESE DRAWINGS SHALL BE NEW AND IN PERFECT CONDITION 9• WATER: WATER FOR CONCRETE SHALL BE CLEAN AND FREE -- WHERE INSTALLED. CONTRACTOR SHALL ALLOW AT LEAST 6 - 8 16. WIRE MESHRE�NFORCEMM: CONCRETE, AS INDICATED FROM DELETERIOUS SUBSTANCES WEEKS FROM TIME OF PLACEMENT OF ORDER UNTIL DELIVERY PER PLANS, TO HAVE 6 X 6 #10 WELDED WIRE MESH OR STEEL AS REQUIRED BY STRUCTURAL ENGINEER. LOCATE IN CENTER 10. ON ANY SPECIFIED ITEM UNLESS OTHERWISE NOTED ON PLANS. CEMENT: CEMENT SHALL BE PORTLAND CEMENT TO ��,NDSCgpf OF POUR TYPICAL WITH 2" MINIMUM CLEAR ALL EDGES. CONFORMING TO CURRENT REQUIREMENTS OF ASTM C-150, 17. SUBSTITUTIONS: DESIGN, MATERIAL, EQUIPMENT AND TYPE 1 OR TYPE II. W41lo9 PRODUCTS OTHER THAN THOSE DESCRIBED OR INDICATED ON 17. THICKNESS OF CONCRETE: ALL CONCRETE FLATWORK SHALL 11. CONCRETE BLOCK: MASONRY UNITS SHALL BE TYPE II UNITS No 4113 n, DRAWINGS MAY BE CONSIDERED FOR USE. APPROVAL FOR HAVE A MINIMUM THICKNESS OF 4". ALL THICKENED EDGES FOR CONFORMING TO ASTM C-90 AND IN ADDITION THE SUBSTITUTIONS SHALL BE OBTAINED FROM THE OWNER AND CONCRETE FLATWORK SHALL BE PER PLANS. A 1/2" RADIUS, OR REQUIREMENTS OF THE QUALITY CONTROL STANDARDS OF LANDSCAPE ARCHITECT. ALL SUBSTITUTIONS SHALL CONFORM PER PLANS, SHALL BE PROVIDED AT ALL EXPOSED EDGES THE CONCRETE MASONRY ASSOCIATION OF CALIFORNIA. SIZE, Si e TO LOCAL CODES AND ORDINANCES. AND/OR CORNERS. TEXTURE & COLOR SHALL BE SHOWN ON DRAWINGS. D"e 18. GUARANTEE: ALL WORK PERFORMED BY CONTRACTOR SHALL 18. CONCRETE cw1SH: FINISH COURSE SHALL BE BROUGHT TO 12. EXECUTION: LAY MASONRY IN STRAIGHT COURSES IN 4 ti�J('�•�`<- AIF Of t:wU BE GUARANTEED BY THE CONTRACTOR FOR A PERIOD OF THE PROPER GRADE AND TO A UNIFORM SURFACE. CONCRETE RUNNING BOND, TRUE TO PLANE AND PLUMB WITHIN 1/8 INCH INONE YEAR FROM THE TIME OF COMPLETION AS DIRECTED BY COLORS AND FINISHES WILL BE PER CONSTRUCTION PLAN ALL 10 FEET. FACES OF MASONRY UNITS SHALL BE ALL IN ONE OWNER, OR UNLESS OTHERWISE SPECIFIED HEREIN. CONCRETE NOT SPECIFIED IN FINISH SCHEDULE SHALL BE PLANE. MAKE HORIZONTAL AND VERTICAL MORTAR JOINTS 3/8 NATURAL CONCRETE WITH MEDIUM BROOM FINISH. INCH THICK. TOOL ALL JOINTS FLUSH. CUT UNITS WITH .� n 19. BROOM FINISH: MASONRY SAW. .� BROOM FINISH (WHERE INDICATED ON N/Af DRAWINGS), AFTER FINISH TROWELING, DRAW THE 13. MORTAR: MORTAR SHALL BE TYPE 'S' AND CONFORM TO ASTM FIRTH FOLLOWING BROOM TYPES ACROSS PERPENDICULAR TO * � � ? - TRAFFIC FLOW OR IN THE DIRECTION AS INDICATED ON THE C-270. UNIFORMLY MIX IN THE RATIO i PART PORTLAND CEMENT �p�''ii DRAWINGS. TO 1/2 PART HYDRATED LIME TO 3 PARTS SAND. MORTAR TO J'4 L�rr Q SCALE • FINE BROOM - FINE OR SOFT TEXTURED BRISTLES MATCH COLOR OF BLOCK OR PER PLAN. ' TFOc r, N/A • MEDIUM BROOM - MEDIUM STIFF BRISTLES BATE MAKC H 12, 1 a 4'T • HEAVY BROOM - COARSE OR STIFF BRISTLES 14. GROUT: GROUT SHALL BE A FLUID CONSISTENCY AND MIXED IN - 644/1fg HE RATIO BY VOLUME, 1 PART CEMENT, 3 PARTS SAND, OR t CITY O F RANCHO C U C A M O N G A 20. ROCK SALT FINtSH: APPLY ROCK SALT EVENLY OVER ENTIRE PART CEMENT, 3 PARTS SAND,2 PARTS PEA GRAVEL. GROUT DRAM BY M.J. SURFACE JUST PRIOR TO FINISH TROWELING. PRESS SALT SHALL ATTAIN A MINIMUM COMPRESSION STRENGTH OF 2,000 INTO THE SURFACE WITH TROWEL OR ROLLER SO THAT SALT P.S.I. 0 28 DAYS. IS EMBEDDED JUST BELOW SURFACE LEAVING THE TOPS OF gQ�: ALL CONCRETE HAVENVIEW ESTATES it TRACT 14774 REVISIONS THE CRYSTALS EXPOSED. ALLOW CONCRETE TO CURE. FINISH 15. COM -.P):.iESSIVE STRENGTH OF CONC SHALL BELIGHT, MEDIUM OR HEAVY PER DIRECTION OF P.S.I. AT 28 DAYS OR PERS R , STRUCTURAL ENGINEER'S OF 2000 LANDSCAPE ARCHITECT. L AT-1 AIN A MINIMUM COMMUNITY TRAIL PLANS O -_ RECOMMENDATIONS WITH A SLUMP NOT TO EXCEED 4" CONFORMING WITH ASTM C-39. CONCRETE SHALL CONSIST OF CITY OF RANCHO CUCAMONGA D -- A MINIMUM 5 SACK PORTLAND CEMENT/SAND/GRAVEL MIX, Q CONFORMING WITH ASTM C-150. Q -- APPROVED BYDATE /4 0 CITY ENGINEER R C E NO 24953 0 DESIGN RECOMMENED Q PROFESSIONAL DESIGN ASSOC 7 1793 W. ARROW HWY SUITE A DRAWN UPLAND, CA 91786 SHEET --6- of -� 8HEET NUMBER CHECKED DRAWING NO RCE NO ca 0" , DATE FILE NOO (� _ OF 6 SHEETS j